on INTERSTATE, ARTERIAL, and PRIMARY ROUTES

AVERAGE DAILY TRAFFIC VOLUMES

with VEHICLE CLASSIFICATION DATA

2020

Prepared By

Virginia Department of Transportation

Traffic Engineering Division

In Cooperation With

U.S. Department of Transportation

Federal Highway Administration

.

.

Virginia Department of Transportation

Traffic Engineering Division

Traffic Monitoring Section

The Virginia Department of Transportation (VDOT) conducts a program where traffic count data are gathered from sensors in or

along streets and highways and other sources. From these data, estimates of the average number of vehicles that traveled each

segment of road are calculated. VDOT periodically publishes booklets listing these estimates.

One of these booklets, titled “Average Daily Traffic Volumes with Vehicle Classification Data, on Interstate, Arterial and Primary

Routes” includes a list of each Interstate and Primary highway segment with the estimated Annual Average Daily Traffic (AADT) for

that segment. AADT is the total annual traffic estimate divided by the number of days in the year. This booklet also includes

information such as estimates of the percentage of the AADT made up by 6 different vehicle types, ranging from cars to double trailer

trucks; estimated Annual Average Weekday Traffic (AAWDT), which is the number of vehicles estimated to have traveled the

segment of highway during a 24 hour weekday averaged over the year; as well as Peak Hour and Peak Direction factors used by

planners to formulate design criteria.

In addition to the Primary and Interstate publication, one hundred books are published periodically, one for each of 100 areas across

the state defined by VDOT for record-keeping purposes. These books include traffic volume estimates for roads within the county,

cities, and towns within the area. These books are titled “Daily Traffic Volumes Including Vehicle Classification Estimates, where

available; Jurisdiction Report numbers 00 through 99”.

Also available are a number of reports summarizing the average Vehicle Miles Traveled (VMT) in selected jurisdictions and other

categories of highways. There are many different ways to present traffic volume summary information. Because the user determines

the value of each presentation, the reports have been redesigned based on user requests and feedback. The people of the VDOT

Traffic Engineering Division Traffic Monitoring Section who produce these books welcome requests for other helpful ways of

presenting the summary information.

A compact disc (CD) is available that includes files in the Adobe® Portable Document Format (PDF) that can be displayed, searched,

and printed using common desktop computer equipment. The CD includes the publications described above as well as a number of

other reports, including specialized VMT summaries and smaller AADT reports for each city and town separately.

.

Publication Notes

Parallel Roads

For road inventory and management purposes, some roadways are counted separately by direction and have separately published

traffic estimates for each direction of travel. Examples of such roadways are the interstate system and routes with separated facilities

and (usually) one-way traffic facilities in urban areas. In these publications, they are referred to as parallel roads. As a convenience

for the users of the publication, the listing for segments of roads with parallel segments are published with both the traffic estimates

for their own direction of travel (e.g. I-95 Northbound) as well as the estimate of the total of all traffic on the same route including

parallel roadways (all directions of I-95). The publication will have a “Combined Traffic Estimates for Parallel Roadways on this

Route” or “Combined Traffic” identifiers for the combined direction of travel estimates.

Roadways such as I-395 with a North segment, a South segment and a separate Reversible lane segment will have the estimate for

more than two parallel roadways included in the entire combined traffic estimate.

Some routes have very complicated paths through cities and towns. These parallel paths may be too complex to allow a relationship

between nearby sections of the opposite direction on the same route. In this case, to indicate that the traffic estimates for such a road

segment may not include all directions of traffic on that route, the line that would list the combined values will indicate “NA” for not

available.

VDOT’s traffic monitoring program includes more than 100,000 segments of roads and highways ranging from several mile sections

of Interstate highways to very short sections of city streets. Due to problems experienced obtaining some traffic count data, and the

level of quality necessary to maintain confidence in the data, no estimate is currently available for some segments of roadway. These

segments are included in the publications indicating “NA” for not available. It is the intention of the VDOT Traffic Engineering

Division Traffic Monitoring group to obtain the data necessary and to report traffic volume estimates on all road segments included in

these publications.

Many of the road segments in this program are local secondary roads. The amount and detail of data collected on these roads are not

as great as the data collected on higher volume roads. The vehicle classification, average weekday traffic volumes, and the theoretical

design hour traffic volumes are not calculated for these roads. The publications indicate “NA” for the information that is not

available.

.

Glossary of Terms:

Route: The Route Number assigned to this segment of roadway with the master inventory route number if this is an overlapping

route, with official street or highway name if available.

Jurisdiction: The City, Town, or County at the beginning of the traffic link. Traffic links are normally terminated at each

jurisdictional boundary.

Length: Length of the traffic segment in miles.

AADT: Annual Average Daily Traffic. The estimate of typical daily traffic on a road segment for all days of the week, Sunday

through Saturday, over the period of one year.

QA: Quality of AADT: A Average of Complete Continuous Count Data

B Average of Selected Continuous Count Data

F Factored Short Term Traffic Count Data

G Factored Short Term Traffic Count Data with Growth Element

H Historical Estimate

M Manual Uncounted Estimate

N AADT of Similar Neighboring Traffic Link

O Provided By External Source

R Raw Traffic Count, Unfactored

4Tire: Percentage of the traffic volume made up of motorcycles, passenger cars, vans and pickup trucks.

Bus: Percentage of the traffic volume made up of busses.

2Axle Truck: Percentage of the traffic volume made up of 2 axle single unit trucks (not including pickups and vans).

3+Axle Truck: Percentage of the traffic volume made up of single unit trucks with three or more axles.

1Trail Truck: Percentage of the traffic volume made up of units with a single trailer.

2Trail Truck: Percentage of the traffic volume made up of units with more than one trailer.

.

QC: Quality of Classification Data:

A Average of Complete Continuous Count Data

B Average of Selected Continuous Count Data

C Short Term Classified Traffic Count Data

F Factored Short Term Traffic Count Data

H Historical Estimate

M Mass Collective Average

N Classification Estimates of Similar Neighboring Traffic Link

K Factor: The estimate of the portion of the traffic volume traveling during the peak hour or design hour.

QK: Quality of the K Factor estimate:

A Factor based on 30th Highest Hour Observed During at least 250 days of Continuous Traffic Data

B Factor based on Other Hour Observed During Less than 250 days of Continuous Traffic Data

F Factor based on Highest Hour Collected at in a 48 Hour Weekday Period

M Factor based on Manual Estimate of the design hour

N Design Hour Factor (K Factor) of Similar Neighboring Traffic Link

O Provided by External Source

Dir Factor: The estimate of the portion of the traffic volume traveling in the peak direction during the peak hour.

AAWDT: Average Annual Weekday Traffic. The estimate of typical traffic over the period of one year for the days between

Monday through Thursday.

QW: Quality of AAWDT:

A Average of Complete Continuous Count Data

B Average of Selected Continuous Count Data

F Factored Short Term Traffic Count Data

G Factored Short Term Traffic Count Data with Growth Element

M Manual Uncounted Estimate

N AAWDT of Similar Neighboring Traffic Link

O Provided by External Source

.

Bus

29

600

7

29

North

81

154600

Interstate Route

US Route

Virginia State Route

ALT - Alternate Route

Bus - Business Route

Bypas - Bypass Route

Truck - Truck Route

Wye - Wye Route connector

Secondary Route

The VDOT Maintainenance Jurisdiction number is displayed below the Secondary Route Number if the Maintenance Jurisdiction is different than the jurisdiction in the title of the report.

P - Parallel Route; Southbound or Westbound direction lanes of a numbered route where they are on a different road facility than the other direction.

ALT

220

11P

Traffic volume data for Interstate Routes and some other routes are reported separately by direction, as well as combined.

Route Shield Legend

Route Systems

Special Routes

Frontage Road (F precedes frontage route number)F241

.

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

1100 1% 1% 0.093 1100G F1% 8% C G

North Carolina State Line

58-712 Paschall Rd; Palmer Springs Rd

89%

From:

To:

From:

Mecklenburg County 1.99 0%1

58-712 Palmer Springs Rd

0.547

2000 1% 1% 0.089 1900G F2% 5% C G

US 58 Big Fork

91%

From:To:

Mecklenburg County 6.98 0%1 0.639

10000 2% 2% 0.122 11000G F1% 2% F G

US 1 Southbound, Bus US 58 Westbound ramp

93%

From:To:

Mecklenburg County58 3.23 0%1 0.534

6100 1% 1% 0.083 6100N F1% 18% N N

58-780 Theater Rd

79%

Bus From:

To:

58 0.20 1%1

Bus US 58; 58-780 Theater Rd

0.522

Danville St 4700 2% 2% 0.122 4600N F1% 2% N N

SCL South Hill

93%

Bus From:

To:

Mecklenburg County58 0.16 0%1 0.534

Danville St 4700 2% 2% 0.122 4600G F1% 2% C G

Locust St

93%

Bus From:

To:

Town of South Hill58 1.89 0%1 0.534

Danville St 6200 2% 2% 0.102 6100G F1% 2% F G

Plank Rd

93%

Bus From:

To:

Town of South Hill58 0.28 0%1 0.53

Danville St 6700 2% 2% 0.099 6600G F1% 2% F G

Goodes Ferry Blvd

93%

Bus From:

To:

Town of South Hill58 0.09 0%1 0.550

Danville St 6200 2% 2% 0.099 6100G F1% 2% F G

Mecklenburg Ave

93%

Bus From:

To:

Town of South Hill58 0.23 0%1

Danville St

0.556

Mecklenburg Ave 6400 1% 1% 0.093 6300G F1% 1% F G

US 58 BUS; SR 47 Atlantic St

96%

From:To:

Town of South Hill58 0.16 0%1 0.503

Mecklenburg Ave 7300 1% 1% 0.099 7200G F1% 1% F G

Windsor St

96%

From:To:

Town of South Hill 0.08 0%1 0.57

Mecklenburg Ave 8700 1% 1% 0.095 8500G F1% 1% F G

E Ferrell St

96%

From:To:

Town of South Hill 0.58 0%1 0.532

Mecklenburg Ave 7500 1% 1% 0.099 7400G F1% 1% C G

NCL South Hill

96%

From:To:

Town of South Hill 2.26 0%1 0.522

1600 1% 1% 0.097 1600G F2% 12% C G

Brunswick County Line

83%

From:

To:

Mecklenburg County 3.54 0%1

Mecklenburg County Line

0.589

Boydton Plank Rd 1500 1% 2% 0.11 1400G F2% 14% C G

12-657 Tanner Town Rd

82%

From:

To:

Brunswick County 0.57 0%1 0.539

Boydton Plank Rd 1300 1% 2% 0.109 1300G F2% 16% C G

12-644 Grandy Rd; Brunswick Dr

80%

From:

To:

Brunswick County 4.32 0%1 0.5

Boydton Plank Rd 1400 2% 2% 0.101 1400G F1% 15% C G

SR 46 Cochran

80%To:

Brunswick County 3.23 0%1 0.576

86/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Boydton Plank Rd 2700 1% 2% 0.097 2600G F2% 16% F G

SR 46 Cochran

I-85 South of Alberta

80%

From:To:

From:

Brunswick County 0%1 0.505

Boydton Plank Rd 2300 1% 1% 0.106 2300G F2% 6% F G

SCL Alberta

90%

From:To:

Brunswick County 0.46 0%1 0.557

Boydton Plank Rd 1500 1% 1% 0.101 1500G F2% 6% F G

NCL Alberta

90%

From:To:

Town of Alberta (Maint: 12) 1.55 0%1 0.523

Boydton Plank Rd 1300 1% 1% 0.111 1300G F2% 6% C G

12-630 S, Sturgeon Rd

90%

From:To:

Brunswick County 4.07 0%1 0.523

Boydton Plank Rd 770 1% 1% 0.115 750G F2% 9% C G

Dinwiddie County Line

87%

From:

To:

Brunswick County 5.39 0%1

Brunswick County Line

0.575

Boydton Plank Rd 1300 1% 3% 0.096 1200F F2% 7% C F

SCL McKenney

88%

From:

To:

Dinwiddie County 2.46 0%1 0.574

Boydton Plank Rd 1300 1% 3% 0.096 1200N F2% 7% N N

SR 40 Doyle Blvd

88%

From:

To:

Town of McKenney (Maint: 26) 0.23 0%1 0.574

Boydton Plank Rd 1700 2% 2% 0.090 1700F F1% 4% C F

NCL McKenney

91%

From:

To:

Town of McKenney (Maint: 26) 0.33 0%1 0.599

Boydton Plank Rd 1700 2% 2% 0.090 1700N F1% 4% N N

26-649 Snap Lodge Rd

91%

From:

To:

Dinwiddie County 4.05 0%1 0.599

Boydton Plank Rd 2000 2% 1% 0.1 2000F F1% 3% C F

26-627 Courthouse Rd

93%

From:

To:

Dinwiddie County 5.65 0%1 0.652

Boydton Plank Rd 3800 1% 1% 0.100 3700F F1% 3% C F

26-740 Turkey Egg Rd

95%

From:To:

Dinwiddie County 2.48 0%1 0.587

Boydton Plank Rd 5100 1% 1% 0.097 4900F F1% 3% F F

S 26-613 Dabney Mill Rd

95%

From:To:

Dinwiddie County 3.61 0%1 0.540

Boydton Plank Rd 7600 1% 1% 0.094 8000F F1% 3% F F

Bus US 460 Airport St

95%

Bus From:To:

Dinwiddie County 3.09 0%1 0.637

Boydton Plank Rd 10000 1% 1% 0.091 11000F F1% 3% F F

I-85 SW of Petersburg

95%

Bus From:To:

Dinwiddie County460 1.69 0%1 0.602

Boydton Plank Rd 16000 0% 1% 0.1 16000F F1% 0% F F

SR 226 Cox Rd

98%

Bus From:

To:

Dinwiddie County460 1.23 0%1 0.524

9400 0% 1% 0.103 10000G B1% 0% C G

WCL Petersburg

98%

Bus From:

To:

Dinwiddie County460 0.45 0%1 0.517

Washington St 12000 0% 1% 0.091 12000F F0% 0% F F

Summit St

99%To:

City of Petersburg460 0.40 0%1

96/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Washington St

Bus

12000 0% 1% 0.091 12000F F0% 0% C F

Summit St

Elm St

99%

Bus From:To:

From:

City of Petersburg460 0.18 0%1

Washington St 11000 0% 1% 0.088 12000G F1% 1% F G

US 1 Par; Wythe St

97%

BusBus From:

To:

City of Petersburg460 0.57 0%1

US 1 Par, Washington St; Battersea Lane

0.524

Wythe St 8000 0% 1% 0.089 8600F F1% 1% F F

Perry St

97%

BusBus From:To:

City of Petersburg460P

460 0%1

17000 0% 1% 0.090 19000F F1% 0% F F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.549

Wythe St 8500 0% 1% 0.091 9000G F1% 1% F G

SR 36 Market St

97%

Bus From:To:

City of Petersburg460P

460 0.15 0%1

19000 0% 1% 0.089 20000G F1% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.523

Wythe St 8500 0% 1% 0.09 9000G F1% 1% F G

ALT US 301 Sycamore St

97%

BusALT From:To:

City of Petersburg460 36 0.20 0%1

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

Wythe St 12000 0% 1% 0.086 13000G F1% 1% F G

Bus US 460 Jefferson St

97%

ALT From:

To:

City of Petersburg301 460 36 0.20 0%1

Bus US 460 Wythe St

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

Jefferson St 3000 0% 1% 0.091 3200F F0% 0% F F

Bus US 460 Par, Washington St

99%

ALT From:

To:

City of Petersburg301 0.09 0%1

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.724

Jefferson St 650 0% 1% 0.112 690F F0% 0% F F

Henry St

99%

ALT From:

To:

City of Petersburg301 0.26 0%1

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.516

3rd St 330 1% 1% 0.113 350F F0% 0% C F

US 301 Par, Bank St

97%

ALT From:To:

City of Petersburg301 0.05 0%1

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.531

3rd St 380 0% 1% 0.118 410F F1% 0% C F

US 301 Bollingbrook St

97%

ALT From:

To:

City of Petersburg301 0.05 0%1

US 301; 3RD STREET

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.512

Bollingbrook St 3700 0% 1% 0.117 3900G F1% 0% F G

US 1 Par; US 301 Par; Bollingbrook St

98%

From:To:

City of Petersburg301 301P

36 0.08 0%1

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.722

2nd St 13000 0% 1% 0.089 13000F F5% 10% C F

SCL Colonial Heights

84%To:

City of Petersburg301 0.35 0%1 0.542

106/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Boulevard 12000 0% 0% 0.084 13000G F0% 0% F G

NCL Petersburg

Dupuy Ave

99%

From:To:

From:

City of Colonial Heights301 0.53 0%1 0.505

Boulevard 22000 0% 0% 0.085 NAG F0% 0% F

Westover Ave

99%

From:To:

City of Colonial Heights301 0.40 0%1 0.535

Boulevard 20000 0% 0% 0.105 21000A A0% 0% C A

Branders Bridge Rd

99%

From:To:

City of Colonial Heights301 0.33 0%1 0.513

Boulevard 24000 0% 0% 0.081 NAG F0% 0% F

Temple Ave

99%

From:To:

City of Colonial Heights301 0.26 0%1 0.503

Boulevard 18000 0% 0% 0.093 20000G F0% 0% F G

Lakeview Ave

99%

From:

To:

City of Colonial Heights301 144 0.74 0%1 0.519

Boulevard 20000 0% 0% 0.088 NAG F0% 0% F

Ellerslie Ave

99%

From:

To:

City of Colonial Heights301 144 0.17 0%1 0.517

Boulevard 25000 0% 0% 0.091 NAG F0% 0% F

Sherwood Ave

99%

From:

To:

City of Colonial Heights301 144 0.19 0%1 0.501

Boulevard 21000 0% 0% 0.093 22000G F0% 0% F G

NCL Colonial Heights

99%

From:

To:

City of Colonial Heights301 144 0.62 0%1 0.54

Jefferson Davis Hwy 21000 0% 0% 0.093 23000G F0% 0% F G

SR 144 Harrowgate Rd

99%

From:

To:

Chesterfield County301 144 0.22 0%1 0.56

Jefferson Davis Hwy 16000 0% 1% 0.093 17000G F1% 0% C G

20-620 Woods Edge Rd

98%

From:

To:

Chesterfield County301 1.32 0%1 0.593

Jefferson Davis Hwy 15000 0% 1% 0.093 16000G F1% 0% F G

20-619 Happy Hill Rd

98%

From:To:

Chesterfield County301 0.14 0%1 0.594

Jefferson Davis Hwy 14000 0% 1% 0.094 15000G F1% 0% F G

20-618 Old Bermuda Hundred Rd

98%

From:To:

Chesterfield County301 2.44 0%1 0.589

Jefferson Davis Hwy 17000 0% 1% 0.093 18000G F1% 0% F G

SR 10 West Hundred Rd

98%

From:To:

Chesterfield County301 0.90 0%1 0.569

Jefferson Davis Hwy 20000 0% 1% 0.103 21000G F1% 0% F G

SR 288

98%

From:To:

Chesterfield County301 1.65 0%1 0.631

Jefferson Davis Hwy 17000 1% 1% 0.09 18000G F1% 1% F G

20-613 Willis Rd

96%

From:

To:

Chesterfield County301 1.62 0%1 0.726

Jefferson Davis Hwy 15000 1% 1% 0.09 16000G F1% 1% F G

SR 145 Chester Rd

96%

From:

To:

Chesterfield County 0.64 0%1 0.726

Jefferson Davis Hwy 17000 1% 1% 0.095 18000G F1% 1% C G

SR 150 Chippenham Pkwy

96%

From:

To:

Chesterfield County301 2.41 0%1 0.638

Jefferson Davis Hwy 20000 1% 1% 0.091 22000G F1% 2% F G

SCL Richmond

96%To:

Chesterfield County301 1.17 0%1 0.605

116/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Jefferson Davis Hwy 11000 2% 1% 0.088 12000G F1% 2% C G

SCL Richmond

Bellmeade Rd

94%

From:To:

From:

City of Richmond301 2.13 0%1 0.617

Jefferson Davis Hwy 13000 1% 1% 0.101 14000A A1% 2% C A

Hopkins Rd

96%

From:To:

City of Richmond301 0.86 0%1 0.504

Jefferson Davis Hwy 18000 1% 1% 0.09 20000G F1% 1% C G

US 360 Hull St

95%

From:To:

City of Richmond301 1.01 0%1 0.564

Cowardin Ave 24000 1% 1% 0.093 26000G F0% 1% C G

Semmes Ave

97%

From:To:

City of Richmond301 0.39 0%1 0.579

Lee Bridge 30000 1% 1% 0.1 34000G F0% 0% F G

2nd St

98%

From:

To:

City of Richmond301 0.76 0%1 0.626

Belvidere St 24000 1% 1% 0.096 27000G F0% 0% F G

Franklin St

98%

From:

To:

City of Richmond301 0.92 0%1 0.649

Belvidere St 33000 1% 1% 0.085 37000G F0% 0% F G

US 250 Broad St

98%

From:

To:

City of Richmond301 0.15 0%1 0.545

Belvidere St 30000 1% 1% 0.083 34000G F0% 0% F G

Chamberlayne Ave

98%

From:

To:

City of Richmond301 0.40 0%1

Belvidere St

0.611

Chamberlayne Ave 20000 1% 1% 0.093 23000G F0% 0% C G

Edge Hill Rd

98%

From:

To:

City of Richmond301 1.02 0%1 0.508

Chamberlayne Ave 19000 1% 1% 0.092 22000G F0% 0% C G

Brookland Park Blvd

98%

From:

To:

City of Richmond301 0.31 0%1 0.535

Chamberlayne Ave 15000 1% 1% 0.103 17000G F0% 0% C G

Laburnum Ave

98%

From:To:

City of Richmond301 0.86 0%1 0.625

Chamberlayne Ave 12000 1% 1% 0.108 14000G F0% 0% F G

Claremont Ave

98%

From:To:

City of Richmond301 0.26 0%1 0.607

Chamberlayne Ave 13000 1% 1% 0.106 15000G F0% 0% C G

Azalea Ave

98%

From:

To:

City of Richmond301 0.94 0%1

Chamberlayne Ave

0.525

Azalea Ave 15000 1% 1% 0.097 17000G F0% 0% F G

NCL Richmond

98%

From:To:

City of Richmond 0.26 0%1 0.572

Brook Rd 13000 1% 1% 0.095 NAG F0% 0% F

I-95

98%

From:

To:

Henrico County 0.30 0%1 0.587

Brook Rd 18000 0% 1% 0.091 19000G F1% 0% C G

Hilliard Rd

98%

From:

To:

Henrico County 0.83 0%1 0.522

Brook Rd 20000 0% 1% 0.104 21000G F1% 0% F G

Wilkinson Rd

98%

From:

To:

Henrico County 0.72 0%1 0.523

Brook Rd 18000 0% 1% 0.101 19000G F1% 0% F G

SR 73 Parham Rd

98%To:

Henrico County 0.48 0%1 0.529

126/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Brook Rd 21000 0% 1% 0.09 NAG F1% 1% C

SR 73 Parham Rd

I-295

98%

From:To:

From:

Henrico County 1.42 0%1 0.553

Brook Rd 31000 0% 1% 0.103 33000G F1% 1% F G

Virginia Center Parkway

98%

From:To:

Henrico County 0.73 0%1 0.533

Brook Rd 21000 0% 1% 0.099 23000G F1% 1% F G

J.E.B. Stuart Parkway

98%

From:To:

Henrico County 0.38 0%1 0.530

Brook Rd 18000 0% 1% 0.099 19000G F1% 1% F G

Hanover County Line

98%

From:

To:

Henrico County 0.60 0%1

Henrico County Line

0.501

Washington Hwy 18000 0% 1% 0.099 19000N F1% 1% N N

42-656 Sliding Hill Rd

98%

From:

To:

Hanover County 0.47 0%1 0.501

Washington Hwy 13000 0% 1% 0.092 14000F F1% 1% F F

42-802 Lewistown Rd

98%

From:

To:

Hanover County 1.94 0%1 0.549

Washington Hwy 13000 0% 1% 0.096 14000F F1% 1% F F

SCL Ashland

98%

From:

To:

Hanover County 0.79 0%1 0.517

Washington Hwy 14000 1% 2% 0.096 15000F F1% 2% F F

Ashcake Rd

94%

From:

To:

Town of Ashland 1.41 0%1 0.552

Washington Hwy 15000 1% 2% 0.096 16000F F1% 2% C F

SR 54 England St

94%

From:

To:

Town of Ashland 0.85 0%1 0.569

Washington Hwy 13000 1% 2% 0.09 14000F F1% 4% F F

Randolph Circle

93%

From:

To:

Town of Ashland 0.23 0%1 0.506

Washington Hwy 8600 1% 2% 0.093 9100G F1% 4% C G

NCL Ashland

93%

From:To:

Town of Ashland 1.94 0%1 0.563

Washington Hwy 8600 1% 2% 0.093 9100N F1% 4% N N

42-738 Gum Tree

93%

From:To:

Hanover County 2.17 0%1 0.563

Washington Hwy 6400 1% 2% 0.098 6300F F1% 4% F F

SR 30 Kings Dominion Boulevard

93%

From:To:

Hanover County 1.89 0%1 0.643

Washington Hwy 4400 1% 1% 0.109 4300F F3% 6% C F

Caroline County Line

89%

From:

To:

Hanover County 3.04 0%1

Hanover County Line

0.606

Jefferson Davis Hwy 4200 1% 1% 0.117 4200G F3% 6% F G

SR 207 Carmel Church

89%

From:

To:

Caroline County 2.99 0%1 0.662

Jefferson Davis Hwy 4400 0% 1% 0.103 4300G F1% 2% F G

16-639 Ladysmith Rd

95%

From:

To:

Caroline County 6.29 0%1 0.596

Jefferson Davis Hwy 6000 0% 1% 0.092 5900G F1% 2% F G

16-632 Cedon Rd; Quarters Rd

95%

From:

To:

Caroline County 3.06 0%1 0.587

Jefferson Davis Hwy 5600 0% 1% 0.093 5500G F1% 2% C G

Spotsylvania County Line

95%To:

Caroline County 2.53 0%1 0.627

136/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Jefferson Davis Hwy 13000 1% 1% 0.097 12000F F0% 1% C F

Caroline County Line

88-606 Thornburg

97%

From:To:

From:

Spotsylvania County 2.61 0%1

Jefferson Davis Hwy 14000 0% 1% 0.094 14000F F2% 4% F F

88-608 Massaponax Church Rd

93%

From:To:

Spotsylvania County 4.25 0%1

Jefferson Davis Hwy 40000 1% 1% 0.088 43000F F1% 14% F F

US 17 Poor House Rd

82%

From:To:

Spotsylvania County 2.27 1%1

Jefferson Davis Hwy 48000 0% 1% 0.074 51000G F0% 0% F G

I-95

98%

From:To:

Spotsylvania County17 1.18 0%1 0.576

Jefferson Davis Hwy 23000 0% 1% 0.078 25000G F0% 0% F G

Bus US 1; SR 208 Four Mile Fork

98%

From:

To:

Spotsylvania County 0.96 0%1

US 1 Bus; SR 208 Four Mile Fork

0.544

Jefferson Davis Hwy 25000 0% 1% 0.084 27000G F0% 0% F G

SCL Fredericksburg

98%

From:

To:

Spotsylvania County 1.30 0%1 0.542

Jefferson Davis Blvd 29000 0% 1% 0.109 31000A A0% 0% C A

SR 3

98%

From:

To:

City of Fredericksburg 1.48 0%1 0.616

Jefferson Davis Blvd 30000 0% 1% 0.089 32000F F0% 0% C F

College Ave

99%

From:

To:

City of Fredericksburg 0.90 0%1

Jefferson Davis Blvd 25000 0% 1% 0.087 27000F F0% 0% F F

Fall Hill Ave

99%

From:

To:

City of Fredericksburg 0.59 0%1

Jefferson Davis Blvd 24000 0% 1% 0.077 26000G F0% 0% F G

Bus US 1 Princess Anne Ave

98%

Bus From:

To:

City of Fredericksburg 0.32 0%1 0.611

Jefferson Davis Blvd 34000 0% 1% 0.098 NAN F0% 0% N

NCL Fredericksburg

98%

Bus From:To:

City of Fredericksburg17 0.08 0%1 0.592

Jefferson Davis Hwy 34000 0% 1% 0.098 NAG F0% 0% F

Bus US 17, SR 218 Falmouth

98%

From:To:

Stafford County17 0.35 0%1 0.592

Jefferson Davis Hwy 19000 1% 1% 0.104 20000G F0% 0% F G

89-676 Cranes Corner Rd

98%

From:To:

Stafford County 2.72 0%1 0.724

Jefferson Davis Hwy 16000 1% 1% 0.108 17000G F0% 0% F G

89-628 Eskimo Hill Rd; Ramoth Church Rd

98%

From:To:

Stafford County 2.84 0%1 0.788

Jefferson Davis Hwy 14000 1% 1% 0.106 15000G F0% 0% F G

89-687 Hope Rd

98%

From:

To:

Stafford County 2.45 0%1 0.797

Jefferson Davis Hwy 14000 1% 1% 0.09 15000G F0% 0% F G

89-631 Coal Landing Rd; Bells Hill Rd

98%

From:

To:

Stafford County 1.50 0%1 0.703

Jefferson Davis Hwy 14000 1% 1% 0.09 15000N F0% 0% N N

89-610 Garrisonville Rd

98%

From:

To:

Stafford County 1.32 0%1 0.703

Jefferson Davis Hwy 20000 1% 1% 0.147 20000A A0% 0% C A

89-639 Woodstock Lane

98%To:

Stafford County 1.46 0%1 0.747

146/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Jefferson Davis Hwy 20000 1% 1% 0.147 20000N A0% 0% N N

89-639 Woodstock Lane

89-638 Little Forest Church Rd

98%

From:To:

From:

Stafford County 0.94 0%1 0.747

Jefferson Davis Hwy 17000 1% 1% 0.092 18000G F0% 0% F G

Prince William County Line

98%

From:

To:

Stafford County 2.33 0%1

Stafford County Line

0.831

Jefferson Davis Hwy 13000 1% 1% 0.131 13000G F0% 0% F G

76-619 Fuller Rd

98%

From:To:

Prince William County 2.15 0%1 0.568

Jefferson Davis Hwy 12000 1% 1% 0.104 13000G F0% 0% F G

US 1 Par Main St

98%

From:To:

Prince William County 0.51 0%1 0.553

Fraley Blvd 7900 1% 1% 0.184 8300F F0% 0% F F

SCL Dumfries

98%

From:To:

Prince William County 0%1

15000 1% 1% 0.129 16000F F2% 1% F F96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.769

Fraley Blvd 9600 1% 1% 0.086 10000G F1% 2% F G

US 1 Par near Possum Point Rd

96%

From:To:

Town of Dumfries (Maint: 76) 0%1

21000 1% 1% 0.090 22000G F1% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.512

Jefferson Davis Hwy 23000 1% 1% 0.079 NAG F1% 2% F

NCL Dumfries

96%

From:

To:

Town of Dumfries (Maint: 76) 0.38 0%1 0.598

Jefferson Davis Hwy 23000 1% 1% 0.079 NAN F1% 2% N

SR 234 Dumfries Rd

96%

From:

To:

Prince William County 0.02 0%1 0.598

Jefferson Davis Hwy 31000 1% 1% 0.081 33000G F1% 2% F G

76-610 North of Garfield

96%

From:

To:

Prince William County 2.61 0%1 0.552

Jefferson Davis Hwy 31000 1% 1% 0.083 33000G F1% 2% F G

76-2000 Reddy Dr; Opitz Blvd

96%

From:To:

Prince William County 2.15 0%1 0.637

Jefferson Davis Hwy 28000 1% 1% 0.081 30000G F1% 2% C G

Fairfax County Line

96%

From:

To:

Prince William County 2.74 0%1

Prince William County Line

0.847

Richmond Hwy 32000 1% 1% 0.084 33000G F0% 0% F G

I-95 North of Woodbridge

98%

From:To:

Fairfax County 0.81 0%1 0.834

Richmond Hwy 34000 2% 1% 0.079 36000G F0% 0% F G

SR 242 Gunston Rd

97%

From:To:

Fairfax County 1.44 0%1 0.738

Richmond Hwy 34000 2% 1% 0.096 36000G F0% 0% F G

29-642 Lorton Rd

97%

From:

To:

Fairfax County 1.14 0%1 0.796

Richmond Hwy 42000 2% 1% 0.087 45000G F0% 0% F G

29-611 Telegraph Rd

97%

From:

To:

Fairfax County 0%1 0.763

Richmond Hwy 32000 2% 1% 0.096 33000G F0% 0% F G

29-286 Fairfax County Pkwy

97%

From:

To:

Fairfax County 0%1 0.796

Richmond Hwy 33000 2% 1% 0.096 35000G F0% 0% F G

29-618 Woodlawn Rd

97%To:

Fairfax County 1.36 0%1 0.796

156/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Richmond Hwy 33000 2% 1% 0.076 34000G F0% 0% F G

29-618 Woodlawn Rd

SR 235 S, Mount Vernon Memorial Hwy

97%

From:To:

From:

Fairfax County 0.49 0%1 0.524

Richmond Hwy 28000 2% 1% 0.094 30000A A0% 0% C A

SR 235 N, Mount Vernon Hwy

97%

From:To:

Fairfax County 2.84 0%1 0.512

Richmond Hwy 46000 2% 1% 0.072 48000G F0% 0% F G

SR 241 Kings Hwy North

97%

From:To:

Fairfax County 3.19 0%1 0.521

Richmond Hwy 41000 2% 1% 0.068 44000G F0% 0% F G

SCL Alexandria, I-95, I-495 Capital Beltway

97%

From:To:

Fairfax County 1.31 0%1 0.527

Patrick St 64000 2% 1% 0.078 67000G F0% 0% F G

Franklin St

97%

From:

To:

City of Alexandria (Maint: 00) 0.51 0%1 0.677

Patrick St 64000 2% 1% 0.078 67000N F0% 0% N N

Wilkes St, US 1 Par

97%

From:

To:

City of Alexandria 0.15 0%1 0.677

Patrick St 22000 2% 1% 0.081 23000G F0% 0% F G

King St

97%

From:To:

City of Alexandria 0.36 0%1

42000 2% 1% 0.068 44000G F0% 0% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.617

Patrick St 19000 2% 1% 0.09 20000G F0% 0% F G

1st St

97%

From:

To:

City of Alexandria 0.72 0%1

37000 2% 1% 0.078 39000G F0% 0% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.568

Patrick St 40000 2% 1% 0.079 42000G F0% 0% F G

Monroe Ave

97%

From:

To:

City of Alexandria 0%1 0.642

Richmond Hwy 26000 2% 1% 0.068 28000G F0% 0% F G

NCL Alexandria

97%

From:To:

City of Alexandria 0%1 0.611

Richmond Hwy 31000 2% 1% 0.075 33000G F0% 0% F G

SR 120 Glebe Rd

97%

From:To:

Arlington County 0.15 0%1 0.612

Richmond Hwy 33000 2% 1% 0.076 34000G F0% 0% F G

SR 233 Reagan Washington National Airport

97%

From:To:

Arlington County 0.65 0%1 0.678

Richmond Hwy 39000 2% 1% 0.077 41000G F0% 0% F G

SR 110; Ramp to I-395

97%

From:

To:

Arlington County 0.87 0%1

US 1; SR 110 Richmond Hwy

0.593

Ramp NA NA NA

I-395 NBFrom:

To:

Arlington County 0.161

I-395

George Washington ParkwayFrom:

To:

Arlington County395 0.55 See I-395 for directional traffic volume estimates for this segment.1

154000 1% 1% NA 165000G 1% 1% F G97% 0%Combined Traffic Estimates for 4 Parallel Roadways on this Route:

District of ColumbiaTo:

Arlington County395 0.02 See I-395 for directional traffic volume estimates for this segment.1

154000 1% 1% NA 165000N 1% 1% N N97% 0%Combined Traffic Estimates for 4 Parallel Roadways on this Route:

166/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 2000 1% 1% 0.079 2100G F1% 1% F G

US 1 Exit N018A & S018A

I-85 South

96%To:

From:

Town of South Hill (Maint: 58) 0.11 0%1

Ramp 1200 1% 1% 0.094 1200G F1% 1% F G

US 1 Exit N018B & S018B

I-85 North

96%To:

From:

Mecklenburg County 0.18 0%1

Ramp 600 1% 1% 0.116 630G F2% 6% F G

US 1 Boydton Plank Rd

I-85 North

90%To:

From:

Brunswick County 0.29 0%1

Ramp 270 1% 1% 0.131 280G F2% 6% F G

US 1 Boydton Plank Rd

I-85 South

90%To:

From:

Brunswick County 0.26 0%1

Ramp 6300 0.094 6300G F G

US 1

I-85 NorthTo:

From:

Dinwiddie County 0.281

Ramp 1300 0.115 1300G F G

US 1

I-85 SouthTo:

From:

Dinwiddie County 0.261

Ramp 12000 0.086 13000G F G

US 1

I-95 SouthTo:

From:

City of Richmond (Maint: 43) 0.071

Ramp 5500 0.078 5800G F G

US 1 Brook Rd

I-95 SouthTo:

From:

Henrico County 0.111

Ramp 4600 0.097 8500G F G

US 1 Jefferson Davis Hwy

I-95 SouthTo:

From:

Spotsylvania County 0.121

Ramp US 1, US 17 to I-95 N at Exit 126 17000 0.087 NAG F

US 1 Jefferson Davis Hwy

I-95 NorthTo:

From:

Spotsylvania County17 0.121

Ramp 5400 0% 1% 0.172 5700A A0% 1% C A

US 1 Jefferson Davis Hwy

I-95 North

98%To:

From:

Stafford County 0.14 0%1

Ramp From US N,S to I-95 3 at Exit 177 6900 0.080 6900G F G

Ramps from US 1 NB and US 1 SB

I-95 Express Lanes SBTo:

From:

City of Alexandria (Maint: 29) 0.181

Ramp 6600 0.086 6600G F G

US 01-S191C TO RT 241

I-95-S FROM RT 1To:

From:

City of Alexandria (Maint: 29) 0.191 0.699

Ramp 4400 0.097 4400G F G

US 1 Boydton Plank Rd

US 01-S066A US 01- 66A TO RT 85To:

From:

Dinwiddie County 0.06

North

1

176/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 560 NA 560G G

US 1 Boydton Plank Rd

US 01- 66B US 01-S066B TO RT 85To:

From:

Dinwiddie County 0.03

North

1

Ramp 6200 0.101 6200G F G

US 1 Belvidere St

127-99006 A

North From:

To:

From:

City of Richmond (Maint: 43) 0.04

North

1

127-99006- A

Ramp 4500 0.105 4500G F G

US 01-S093ATo:

City of Richmond (Maint: 43) 0.061

Ramp 7100 0.153 7300A A A

US 1 Chamberlayne Ave; Belvidere St

I-95 NorthTo:

From:

City of Richmond (Maint: 43) 0.12

North

1

Ramp 1800 0.113 1900G F G

US 1 N, Brook Rd

I-295 EastTo:

From:

Henrico County 0.21

North

1

Ramp 1100 0.12 1200G F G

US 1 N, Brook Rd

I-295 West Collector RdTo:

From:

Henrico County 0.15

North

1

Ramp 7200 0.133 7200G F G

US 1 N, Richmond Hwy

I-95 NorthTo:

From:

Fairfax County 0.84

North

1

Ramp NA NA NA

US 1 Richmond Hwy NB

US 1 North Exit 191B RampNorth From:

To:

From:

City of Alexandria (Maint: 29) 0.17

North

1

Ramp 13000 0.078 13000G B G

I-95 NorthTo:

City of Alexandria (Maint: 29) 0.161

Ramp NA NA NA

US 1 Richmond Hwy NB

US 01-N191C TO RT 241; 95 SOUTHNorth From:

To:

From:

City of Alexandria (Maint: 29) 0.39

North

1

Ramp NA NA NA

US 01- 191B US 01-S191B FROM RT 1To:

City of Alexandria (Maint: 29)1

Ramp NA NA NA

US 01-N191B TO RT 241; 95 SOUTH

US 01-S191C TO RT 241To:

From:

City of Alexandria (Maint: 29)

North

1

Ramp 2900 0.116 2900G F G

US 1 Boydton Plank Rd

US 01-N066A US 01- 66A TO RT 85To:

From:

Dinwiddie County 0.03

South

1

Ramp 970 0.124 970G F G

US 1 TO RT 85 SB

US 01- 66B US 01-N066B TO RT 85To:

From:

Dinwiddie County 0.06

South

1

186/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 4100 0.119 4400A A A

US 1 S, Belvidere St

US 1 N Exit 93A to I-95 SouthTo:

From:

City of Richmond (Maint: 43) 0.28

South

1

Ramp 5500 0.104 5900G F G

US 1 S, Brook Rd

I-295 East Collector RdTo:

From:

Henrico County

South

1

Ramp 3300 0.118 3600G F G

US 1 S, Brook Rd

I-295 West Collector RdTo:

From:

Henrico County 0.23

South

1

Ramp 15000 1% 1% 0.11 14000G F1% 10% F G

US 1

I-95 South

88%To:

From:

Fairfax County 0.68 0%

South

1

Ramp 20000 0.099 20000G F G

US 1 Patrick St SB

US 01-S191C TO 241; 95 SOUTHSouth From:

To:

From:

City of Alexandria (Maint: 29) 0.11

South

1

Ramp NA NA NA

US 01-S191B TO 95 SOUTHSouth From:

To:

City of Alexandria (Maint: 29) 0.091

Ramp NA NA NA

US 01-S191D TO 95 NORTH EXPRESSSouth From:

To:

City of Alexandria (Maint: 29) 0.221

Ramp 9900 0.126 9900G F G

I-95-N FROM RT 1 SOUTHTo:

City of Alexandria (Maint: 29) 0.281

Ramp NA NA NA

US 1 Patrick St SB

Toward I-95 SBTo:

From:

City of Alexandria (Maint: 29) 0.09

South

1

Ramp NA NA NA

US 01-S191A TO 241; 95 SOUTH

US 01-N191C US 01- 191C TO RT 241To:

From:

City of Alexandria (Maint: 29) 0.21

South

1

Ramp 6000 0.132 6000G F G

US 01-S191A TO 95 NORTH EXPRESS

I-95-1 FROM MILL ROAD & RT 1To:

From:

City of Alexandria (Maint: 29) 0.34

South

1

Henry St 20000 2% 1% 0.074 21000G F0% 0% F G

Wilkes St

SR 7 King St

97%

From:To:

From:

City of AlexandriaP

0%1

42000 2% 1% 0.068 44000G F0% 0% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.617

Henry St 18000 2% 1% 0.077 19000G F0% 0% F G

1st Street

97%

To:

City of AlexandriaP

0%1

37000 2% 1% 0.078 39000G F0% 0% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.568

196/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Main St 7200 1% 1% 0.099 7600F F3% 1% C F

US 1 Fraley Blvd South Intersection

SCL Dumfries

94%

From:

To:

From:

Prince William CountyP

0.18 0%1

15000 1% 1% 0.128 16000F F2% 1% F F96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.765

Main St 11000 1% 1% 0.098 12000G F1% 0% C G

US 1 Fraley Blvd North Intersection

97%

To:

Town of Dumfries (Maint: 76)P

1.45 0%1

21000 1% 1% 0.090 22000G F1% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.927

0.508

Washington St

BusBus

9300 0% 1% 0.092 10000F F1% 0% F F

US 1 Wythe St Battersea Lane

123-9025 West St

98%

BusBus From:To:

From:

City of PetersburgP

460P

460 0.31 0%1

17000 0% 1% 0.090 19000F F1% 0% F F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.551

Washington St 9700 0% 1% 0.09 10000F F0% 0% C F

123-9029 South St

99%

BusBus From:To:

City of PetersburgP

460P

460 0.40 0%1

18000 0% 1% NA 19000F 0% 0% F F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

Washington St 11000 0% 1% 0.091 11000F F1% 0% F F

Guarantee St

98%

BusBus From:To:

City of PetersburgP

460P

460 0.27 0%1

19000 0% 1% 0.089 20000G F1% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

Washington St 11000 0% 1% 0.09 11000F F0% 0% F F

BUS US 460 Par; SR 36 Market St

99%

From:

To:

City of PetersburgP

460P

460 0.24 0%1

SR 36; Bus US 460 Par Washington St

19000 0% 1% NA 20000G 1% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

Market St 2200 0% 1% 0.096 2300F F0% 0% C F

SR 36 Grove Ave

99%

From:

To:

City of PetersburgP

36 0.38 0%1

SR 36; Market St

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.514

Old St 1700 1% 1% 0.099 1800F F1% 1% C F

Sycamore St

97%

From:

To:

City of PetersburgP

36P

0.13 0%1

Old St

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.58

Sycamore St 2400 0% 1% 0.101 2500F F0% 0% C F

Bollingbrook St

99%

From:

To:

City of PetersburgP

36P

0.04 0%1

Sycamore St

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.668

Bollingbrook St 2500 0% 1% 0.096 2700F F0% 0% F F

US 1, US 301 2nd St

99%

To:

City of PetersburgP

36P

0.10 0%1

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.676

Ramp 18000 2% 1% 0.07 NAG F0% 0% F

SR 110, US 1

I-395 South

97%To:

From:

Arlington CountyP

395 0%1

206/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Danville St

Bus

1800 2% 1% 0.122 1800G F1% 2% C G

US 1, US 58

US 1, Bus US 58; 58-780 Theater Rd

94%

To:

From:

Mecklenburg CountyP

1 58 58 0%1

4600 2% 1% 0.113 4500G F1% 2% F G94% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

Bus

0.575

LaFayette Blvd 19000 0% 1% 0.08 20000F F1% 1% C F

US 1, SR 208

SCL Fredericksburg

97%

Bus From:To:

From:

Spotsylvania County 1.52 0%

Bus

1 0.51

LaFayette Blvd 20000 0% 1% 0.083 21000F F1% 1% F F

SR 3; Blue and Grey Parkway

97%

Bus From:To:

City of Fredericksburg 1.42 0%1 0.522

LaFayette Blvd 8300 0% 1% 0.085 8800F F1% 1% F F

111-3957 Sunken Rd

97%

Bus From:

To:

City of Fredericksburg 0.38 0%1 0.588

LaFayette Blvd 7600 0% 1% 0.088 8100F F1% 1% F F

111-3961 Kenmore Ave

97%

Bus From:

To:

City of Fredericksburg 0.56 0%1 0.594

LaFayette Blvd 4700 0% 1% 0.107 4900N F0% 0% N N

Bus US 1 Par, Bus 17 Par Princess Anne St

99%

Bus From:

To:

City of Fredericksburg 0.10 0%1 0.545

LaFayette Blvd 4700 0% 1% 0.107 4900G F0% 0% F G

Bus US 17 Caroline St

99%

BusBusBus From:

To:

City of Fredericksburg 0.06 0%1

Bus US 17, Lafayette Blvd

0.545

Caroline St 4100 0% 1% 0.09 4300G F0% 0% F G

Bus SR 3 William St

99%

BusBusBus From:

To:

City of Fredericksburg17P

17 2 0.38 0%1

9200 0% 1% 0.086 9700G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.564

Caroline St 5900 0% 1% 0.09 6300G F0% 0% C G

Herndon St

99%

BusBus From:

To:

City of Fredericksburg17P

17 0.51 0%1

Caroline St

12000 0% 1% 0.092 12000G F0% 0% C G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.599

Herndon St 3600 0% 1% 0.092 3800F F0% 0% F F

Bus US 1 Par Princess Anne St

99%

BusBus From:

To:

City of Fredericksburg17 0.06 0%1

Bus US 1 Par Herndon St

Princess Anne St 7700 0% 1% 0.093 8100F F0% 0% C F

US 1 Jefferson Davis Highway

99%To:

City of Fredericksburg17 0%1 0.668

Princess Anne St

BusBus

5100 0% 1% 0.082 5400G F0% 0% F G

Bus US 1, Bus US 17 Lafayette Blvd

Bus SR 3 William St

98%

BusBusBus From:To:

From:

City of FredericksburgP

17P

17 2 0.37 0%

Bus

1

9200 0% 1% 0.086 9700G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.564

Princess Anne St 5700 0% 1% 0.1 6100F F0% 0% C F

Bus US 1 Herndon St

98%

To:

City of FredericksburgP

17P

17 0.52 0%1

12000 0% 1% 0.092 12000G F0% 0% C G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.599

216/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Chamberlayne Ave 13000 1% 1% 0.106 14000G F0% 1% F G

Azalea Ave

NCL Richmond

97%

From:To:

From:

City of Richmond301 0.04 0%2 0.536

Chamberlayne Ave 12000 1% 1% 0.107 13000G F0% 1% C G

I-95

97%

From:To:

Henrico County301 0.55 0%2 0.533

Chamberlayne Ave NB 7100 0% 1% 0.11 7500G F1% 1% F G

Upham Dr

97%

From:To:

Henrico County301 0.90 0%2

17000 0% 1% 0.107 18000G F1% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.709

0.745

Chamberlayne Ave 19000 0% 1% 0.11 20000G F1% 1% C G

Parham Rd

97%

From:To:

Henrico County301 1.57 0%2 0.709

Chamberlayne Ave 27000 0% 1% 0.106 29000G F1% 1% F G

Hanover County Line

97%

From:

To:

Henrico County301 0.17 0%2

Henrico County Line

0.709

Chamberlayne Rd 28000 0% 1% 0.102 30000G F1% 1% F G

I-295

97%

From:

To:

Hanover County301 0.40 0%2 0.629

Chamberlayne Rd 19000 0% 1% 0.097 20000F F1% 2% F F

42-640

96%

From:

To:

301 1.87 0%2 0.584

Chamberlayne Rd 14000 0% 1% 0.101 15000F F1% 1% F F

42-643 Pearsons Corner

98%

From:

To:

Hanover County301 1.30 0%2 0.53

Chamberlayne Rd 8500 1% 1% 0.107 9000F F1% 4% F F

42-653 Whippoorwill Rd

93%

From:

To:

Hanover County301 1.27 0%2 0.693

Hanover Courthouse Rd 6900 0% 1% 0.115 6800F F1% 1% C F

42-651

96%

From:To:

Hanover County301 2.58 0%2 0.689

Hanover Courthouse Rd 7100 0% 1% 0.117 7000F F3% 1% C F

42-1002 Hanover CH

95%

From:To:

Hanover County301 2.94 0%2 0.619

Hanover Courthouse Rd 4900 1% 1% 0.108 4900F F0% 0% F F

Caroline County Line

98%

From:

To:

Hanover County301 1.64 0%2

Hanover County Line

0.830

Richmond Tpke 4200 0% 1% 0.1 4100G F1% 2% F G

SR 30 Dawn

96%

From:To:

Caroline County301 3.16 0%2 0.653

Richmond Tpke 2900 1% 1% 0.090 2800G F2% 5% F G

16-647

91%

From:To:

Caroline County301 4.44 0%2 0.564

Richmond Tpke 2500 1% 1% 0.092 2400G F2% 5% C G

16-721 Near de Jarnette

91%

From:

To:

Caroline County301 7.50 0%2 0.519

Richmond Tpke 4400 1% 1% 0.092 4300G F2% 5% F G

Bus US 301

91%

From:

To:

Caroline County301 2.46 0%2

SCL Bowling Green

0.603

Richmond Tpke 4400 1% 1% 0.092 4300N F2% 5% N N

Bus US 301

91%To:

Town of Bowling Green (Maint: 16)301 0.11 0%2 0.603

226/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Main St

Bus

3700 0% 1% 0.088 3600G F1% 1% F G

US 301

SCL Bowling Green

97%

Bus From:To:

From:

Town of Bowling Green (Maint: 16)301 0.22 0%2 0.566

Main St 3700 0% 1% 0.089 3600G F1% 1% C G

Bus SR 207

97%

From:

To:

Town of Bowling Green (Maint: 16)301 0.74 0%2

Bus US 301, Bus SR 207

0.561

Main St 4900 0% 1% 0.087 4900G F1% 2% F G

NCL Bowling Green

96%

From:To:

Town of Bowling Green (Maint: 16) 0.39 0%2 0.547

Fredericksburg Tpke 4900 0% 1% 0.087 4900N F1% 2% N N

16-606 Stonewall Jackson Rd

96%

From:To:

Caroline County 7.73 0%2 0.547

Fredericksburg Tpke 4400 0% 1% 0.092 4300G F1% 2% C G

Spotsylvania County Line

96%

From:

To:

Caroline County 3.71 0%2

Caroline County Line

0.618

Sandy Lane Dr 4700 0% 1% 0.088 4700G F1% 2% F G

US 17 Mills Dr

96%

Bus From:

To:

Spotsylvania County 1.36 0%2

Bus US 17

0.65

Tidewater Trail 7800 0% 1% 0.092 8300F F2% 3% C F

88-1301

93%

Bus From:

To:

Spotsylvania County17 3.56 0%2 0.566

Tidewater Trail 21000 0% 1% 0.077 23000F F2% 3% F F

ECL Fredericksburg

93%

Bus From:

To:

Spotsylvania County17 0.97 0%2 0.542

Dixon St 20000 1% 2% 0.084 21000G F1% 3% C G

Ramp from SR 3 Connector

93%

Bus From:

To:

City of Fredericksburg17 0.55 0%2 0.538

Dixon St 8400 1% 1% 0.095 8900G F0% 0% C G

Charles St

98%

Bus From:To:

City of Fredericksburg17 0.26 0%2 0.562

Dixon St 4100 1% 1% 0.095 4300G F0% 0% F G

Princess Anne St

98%

Bus From:

To:

City of Fredericksburg17 0.06 0%2

Dixon St

7000 1% 1% 0.095 7500G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.584

0.733

Princess Anne St 2900 0% 1% 0.107 3100F F1% 0% C F

Bus US 1

98%

BusBusBus From:To:

City of Fredericksburg17P

0.26 0%2

5400 0% 1% 0.09 5700F F1% 0% C F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.587

Princess Anne St 5100 0% 1% 0.082 5400G F0% 0% F G

Bus SR 3 William St

98%

To:

City of Fredericksburg1 17P

17P

0.37 0%2

9200 0% 1% 0.086 9700G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.564

Germanna Hwy 7900 0% 1% 0.089 8500F F0% 0% C F

BUS US 15 Orange Road

ECL Culpeper

99%

From:

To:

From:

Town of Culpeper522 0.96 0%3 0.520

Germanna Hwy 11000 0% 1% 0.09 12000F F1% 1% C F

US 15, US 29

96%To:

Culpeper County522 0.34 0%3 0.509

236/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Germanna Hwy 16000 1% 1% 0.085 16000F F1% 3% C F

US 15, US 29

US 522 Zachary Taylor Hwy

94%

From:To:

From:

Culpeper County522 0.32 0%3 0.573

Germanna Hwy 2800 0% 1% 0.095 2700F F0% 2% F F

23-663 Batna Rd

96%

From:To:

Culpeper County 4.63 0%3

Germanna Hwy 3100 0% 1% 0.094 3000F F0% 2% F F

23-750 Ellis Rd

96%

From:To:

Culpeper County 3.73 0%3

Germanna Hwy 4200 1% 1% 0.075 4200F F1% 3% C F

Orange County Line

95%

From:

To:

Culpeper County 4.37 0%3

Culpeper County Line

Germanna Hwy 3800 1% 1% 0.075 4000F F1% 4% F F

SR 20 Wilderness

93%

From:

To:

Orange County 4.89 0%3

Germanna Hwy 22000 0% 1% 0.082 22000G F0% 2% F G

Spotsylvania County Line

96%

From:

To:

Orange County 0.12 0%3

Orange County Line

0.512

Plank Rd 30000 0% 1% 0.084 30000F F0% 0% C F

88-610 Elys Ford Rd

99%

From:

To:

Spotsylvania County 5.27 0%3

Plank Rd 28000 0% 1% 0.082 28000F F1% 2% F F

88-626 Andora Dr

95%

From:

To:

Spotsylvania County 2.99 0%3 0.602

Plank Rd 36000 0% 1% 0.082 36000F F0% 2% C F

88-627 Gordon Rd

96%

From:

To:

Spotsylvania County 0%3 0.602

Plank Rd 48000 0% 1% 0.084 48000F F0% 1% C F

88-639 Salem Church Rd

97%

From:

To:

Spotsylvania County 0%3 0.599

Plank Rd 67000 0% 1% 0.073 72000G F0% 2% F G

WCL Fredericksburg

96%

From:To:

Spotsylvania County 1.09 0%3 0.579

Plank Rd 72000 0% 1% 0.071 76000G F0% 2% F G

I-95

96%

From:To:

City of Fredericksburg (Maint: 88) 0.34 0%3 0.525

Plank Rd 49000 1% 1% NA 49000G 1% 3% F G

Oakwood St

95%

From:To:

City of Fredericksburg (Maint: 88) 0.61 0%3

Plank Rd 42000 1% 1% 0.073 NAG F1% 3% F

US 1 Jefferson Davis Hwy

95%

From:To:

City of Fredericksburg 0.63 0%3 0.519

William St 37000 1% 1% 0.074 40000G F1% 3% F G

Bus SR 3; Blue and Gray Pkwy

95%

From:

To:

City of Fredericksburg 0.24 0%3

Bus SR 3 William St

0.521

Blue and Grey Parkway 33000 1% 1% 0.077 NAG F1% 3% C

Bus US 1 LaFayette Blvd

95%

From:

To:

City of Fredericksburg 0.53 0%3 0.55

Blue and Grey Parkway 40000 0% 1% 0.083 43000F F0% 0% C F

Bus US 17 SR 2 Dixon St

98%

From:

To:

City of Fredericksburg 1.00 0%3 0.512

Blue and Grey Parkway 37000 0% 1% 0.096 40000F F0% 0% C F

ECL Fredericksburg

99%To:

City of Fredericksburg 0.36 0%3 0.503

246/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Blue and Grey Parkway 37000 0% 1% 0.096 40000F F0% 0% C F

ECL Fredericksburg

Bus SR 3 Kings Highway

99%

From:

To:

From:

Stafford County 0.33 0%3

Bus SR 3

0.503

Kings Hwy 27000 0% 1% 0.09 29000G F1% 2% F G

89-680 Leonard Rd, Federal Dr

97%

From:To:

Stafford County 0.82 0%3 0.502

Kings Hwy 19000 0% 1% 0.09 20000N F1% 4% N N

89-744 Rumford Rd

94%

From:To:

Stafford County 0.16 0%3 0.509

Kings Hwy 19000 0% 1% 0.09 20000G F1% 4% C G

89-601 East Int

94%

From:To:

Stafford County 5.38 0%3 0.509

Kings Hwy 20000 0% 1% 0.096 19000G F1% 2% F G

King George County Line

97%

From:

To:

Stafford County 0.40 0%3

Stafford County Line

0.511

Kings Hwy 17000 0% 1% 0.094 17000G F1% 2% F G

48-605 Bloomsbury Rd; LaGrange Lane

97%

From:

To:

Stafford County 3.68 0%3 0.541

Kings Hwy 16000 0% 1% 0.093 16000G F1% 2% C G

SR 206 Arnolds Corner

97%

From:

To:

King George County 4.79 0%3 0.512

Kings Hwy 15000 0% 1% 0.095 14000G F2% 2% C G

SR 205 Purkins Corner

96%

From:

To:

King George County 2.58 0%3 0.521

Kings Hwy 7200 0% 1% 0.091 7100G F1% 2% F G

US 301 Office Hall

97%

From:

To:

King George County 1.56 0%3 0.625

Kings Hwy 5300 0% 1% 0.087 5200G F2% 3% C G

Westmoreland County Line

93%

From:

To:

King George County 7.18 0%3

King George County Line

0.706

Kings Hwy 4500 0% 1% 0.083 4400G F2% 3% F G

SR 205 Oak Grove

93%

From:To:

Westmoreland County 2.84 0%3 0.662

Kings Hwy 5800 0% 1% 0.081 5700G F2% 3% F G

SR 204 N Of Potomac Mills

93%

From:To:

Westmoreland County 2.83 0%3 0.652

Kings Hwy 5700 0% 1% 0.087 5600G F2% 3% F G

96-624 West

93%

From:To:

Westmoreland County 2.05 0%3 0.648

Kings Hwy 5200 0% 1% 0.081 5100G F2% 3% F G

SR 347 Westmoreland State Park Road

93%

From:To:

Westmoreland County 2.83 0%3 0.656

Kings Hwy 5100 1% 1% 0.086 5000G F1% 3% C G

SR 214 Lerty

94%

From:

To:

Westmoreland County 0.68 0%3 0.657

Kings Hwy 4600 1% 1% 0.083 4500G F1% 3% F G

WCL Montross

94%

From:

To:

Westmoreland County 3.57 0%3 0.614

Kings Hwy 4600 1% 1% 0.083 4500N F1% 3% N N

96-622 Peach Grove St

94%

From:

To:

Town of Montross (Maint: 96) 0.95 0%3 0.614

Kings Hwy 6100 1% 1% 0.085 6000G F1% 3% C G

ECL Montross

95%To:

Town of Montross (Maint: 96) 1.49 0%3 0.605

256/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Kings Hwy 6100 1% 1% 0.085 6000N F1% 3% N N

ECL Montross

SR 202 Cople Hwy

95%

From:To:

From:

Westmoreland County 1.89 0%3 0.605

Kings Hwy 3700 1% 1% 0.084 3600G F1% 3% F G

Richmond County Line

95%

From:

To:

Westmoreland County 5.89 0%3

Westmoreland County Line

0.565

Kings Hwy 4300 0% 1% 0.081 4200G F1% 4% F G

SR 203 Oldhams Rd

93%

From:To:

Richmond County 0.15 0%3 0.5

Historyland Hwy 5400 0% 1% 0.08 5300G F1% 4% C G

79-653 Sanfords Lane

93%

From:To:

Richmond County 1.46 0%3 0.551

Historyland Hwy 5400 0% 1% 0.08 5300N F1% 4% N N

NCL Warsaw

93%

From:

To:

Richmond County 0.79 0%3 0.551

Historyland Hwy 5400 0% 1% 0.08 5300N F1% 4% N N

Bus SR 3 Main St

93%

From:

To:

Town of Warsaw (Maint: 79) 0.20 0%3 0.551

Historyland Hwy 3000 1% 1% 0.086 2900G F2% 8% C G

US 360, SR 3 Bus Richmond Rd

88%

From:

To:

Town of Warsaw (Maint: 79) 1.23 0%3 0.721

Historyland Hwy 6700 1% 2% 0.111 6500G F2% 3% F G

SCL Warsaw

92%

From:

To:

Town of Warsaw (Maint: 79) 0.11 0%3 0.589

Historyland Hwy 4500 1% 2% 0.091 4500G F2% 3% F G

79-620 Richmond Hill Rd

92%

From:

To:

Richmond County 2.37 0%3 0.665

Historyland Hwy 4100 1% 2% 0.084 4100G F2% 3% F G

79-642 Sharps Rd

92%

From:

To:

Richmond County 3.83 0%3 0.523

Historyland Hwy 3200 1% 1% 0.09 3100G F2% 3% C G

79-692, N Farnham Church Rd

93%

From:To:

Richmond County 3.07 0%3 0.539

Historyland Hwy 3000 1% 1% 0.092 3000G F2% 3% C G

79-608 Farnham Creek Rd

93%

From:To:

Richmond County 2.37 0%3 0.510

Historyland Hwy 2700 1% 1% 0.087 2600G F2% 3% C G

Lancaster County Line

93%

From:

To:

Richmond County 2.70 0%3

Richmond County Line

0.517

Historyland Hwy 2400 1% 2% 0.089 2300F F2% 3% C F

SR 201 White Chapel Rd

92%

From:To:

Lancaster County 5.30 0%3 0.539

Historyland Hwy 5100 1% 2% 0.088 5100F F2% 3% F F

51-604 W, Merry Point Rd

92%

From:

To:

Lancaster County 3.48 0%3 0.571

Historyland Hwy 7100 1% 2% 0.085 7000F F2% 3% F F

51-607 Goodluck Rd

92%

From:

To:

Lancaster County 4.36 0%3 0.586

Historyland Hwy 9600 1% 2% 0.087 9500F F2% 3% F F

NCL Kilmarnock

92%

From:

To:

Lancaster County 0.34 0%3 0.584

N Main St 9600 1% 2% 0.087 9500N F2% 3% N N

SR 200 W Int

92%To:

Town of Kilmarnock (Maint: 51) 1.63 0%3 0.584

266/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

S Main St 12000 1% 1% 0.084 11000F F1% 2% F F

SR 200 W Int Church St

SR 200 M Int Irvington Rd

95%

From:To:

From:

Town of Kilmarnock (Maint: 51)200 0.09 0%3 0.525

S Main St 9300 1% 1% 0.089 9100F F1% 2% F F

SCL Kilmarnock

95%

From:To:

Town of Kilmarnock (Maint: 51) 0.62 0%3 0.512

Historyland Hwy 9300 1% 1% 0.089 9100N F1% 2% N N

51-647 Chases Rd

95%

From:To:

Lancaster County 1.82 0%3 0.512

Historyland Hwy 7400 1% 1% 0.093 7400G F1% 2% F G

NCL White Stone

95%

From:To:

Lancaster County 1.67 0%3 0.525

Rappahannock Dr 7400 1% 1% 0.093 7400N F1% 2% N N

SR 200 E Int

95%

From:

To:

Town of White Stone (Maint: 51) 0.39 0%3 0.525

Rappahannock Dr 9500 1% 1% 0.111 9300F A1% 2% C F

SCL White Stone

95%

From:

To:

Town of White Stone (Maint: 51) 0.46 0%3 0.552

Historyland Hwy 6900 1% 1% 0.111 7300A A1% 2% C A

Middlesex Couny Line, Rappahannock River

95%

From:

To:

Lancaster County 1.09 0%3

Lancaster County Line, Rappahannock River

0.552

Greys Point Rd 6100 1% 1% 0.111 6000G A1% 2% C G

SR 33 W, Puller Hwy

95%

From:

To:

Middlesex County 5.84 0%3

SR 33 W; Greys Point Rd

0.552

General Puller Hwy 5500 1% 1% 0.093 5400G F1% 1% C G

SR 33 E; Twiggs Ferry Rd

95%

From:

To:

Middlesex County33 3.45 0%3

SR 33 E Puller Hwy

0.604

Twiggs Ferry Rd 5800 1% 1% 0.088 5700G F1% 1% F G

Mathews County Line

95%

From:

To:

Middlesex County 3.20 0%3

Middlesex County Line

0.534

Twiggs Ferry Rd 5600 0% 1% 0.086 5600G F0% 1% C G

SR 198 East

97%

From:To:

Mathews County 1.37 0%3 0.509

Buckley Hall Rd 6600 0% 1% 0.084 6300G F0% 1% F G

SR 198 W, Dutton Rd

98%

From:To:

Mathews County198 1.55 0%3 0.573

Windsor Rd 5400 0% 1% 0.085 5300G F0% 1% C G

SR 14 John Clayton Memorial Hwy

98%

From:

To:

Mathews County 2.07 0%3

SR 14; Windor Rd, Fort Nonsense

0.6

John Clayton Mem Hwy 9700 0% 1% 0.082 9500G F0% 1% F G

Gloucester County Line

98%

From:

To:

Mathews County14 0.11 0%3

Mathews County Line

0.652

John Clayton Memorial Hwy 12000 0% 1% 0.089 12000G F0% 1% C G

36-623 Ware Neck Rd

98%

From:

To:

Gloucester County14 4.07 0%3 0.64

John Clayton Memorial Hwy 17000 0% 1% 0.090 16000G F0% 1% F G

US 17 Bus Main St, Gloucester CH

98%To:

Gloucester County14 2.18 0%3 0.621

Ramp 6900 0% 1% 0.087 6100G F0% 2% F G

SR 3 E, Plank Rd

I-95 South

96%To:

From:

City of Fredericksburg (Maint: 88) 0.28 0%

East

3

276/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 16000 0.099 17000G F G

SR 3 E, Plank Rd

I-95 NorthTo:

From:

City of Fredericksburg (Maint: 88) 0.28

East

3

Ramp 2600 0.104 7100G F G

SR 3 W, Plank Rd

I-95 SouthTo:

From:

Spotsylvania County

West

3

Ramp at I-95 Exit 130 7100 0.097 17000G F G

SR 3 W, Plank Rd

I-95 NorthTo:

From:

Spotsylvania County

West

3

William St 11000 0% 1% 0.079 12000G F0% 0% F G

SR 3 Blue and Grey Parkway

111-3958 Hanover St

98%

Bus From:To:

From:

City of Fredericksburg 0.14 0%

Bus

3 0.553

William St 8800 0% 1% 0.09 9300G F0% 0% C G

111-3955 College Ave

98%

Bus From:

To:

City of Fredericksburg 0.30 0%3 0.563

William St 9900 0% 1% 0.09 11000G F0% 0% C G

SR 3 Par, Washington Ave

98%

Bus From:

To:

City of Fredericksburg 0.48 0%3 0.541

William St 4900 0% 1% 0.084 5200G F0% 0% C G

Bus US 1 Caroline St

98%

Bus From:

To:

City of Fredericksburg 0.37 0%3

9800 0% 1% 0.092 10000G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.521

William St 5600 0% 1% 0.095 6000G F0% 0% F G

Bus SR 3 Par, Sophia St

98%

Bus From:

To:

City of Fredericksburg 0.07 0%3

12000 0% 1% 0.095 12000G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.579

William St 13000 0% 1% 0.104 13000N F0% 0% N N

WCL Stafford

99%

Bus From:

To:

City of Fredericksburg 0.03 0%3

ECL Fredericksburg

0.546

Kings Hwy 13000 0% 1% 0.104 13000G F0% 0% C G

SR 212 Chatham Heights Rd

99%

Bus From:To:

Stafford County 0.30 0%3 0.546

Kings Hwy 26000 0% 1% 0.092 28000G F1% 1% C G

SR 3 Blue and Grey Parkway

97%To:

Stafford County 1.26 0%3 0.553

Washington Ave 4900 0% 1% 0.095 5200G F0% 0% F G

Bus SR 3 William St

111-3963 Amelia St

98%

Bus From:

To:

From:

City of FredericksburgP

0.07 0%

Bus

3

111-3963, Washington Ave

9800 0% 1% 0.092 10000G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.94

0.521

Amelia St 4000 0% 1% 0.094 4300G F0% 0% C G

111-3973 Sophia St

98%

To:

City of FredericksburgP

0.43 0%3

8900 0% 1% NA 9500G 0% 0% C G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

286/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Sophia St 6000 0% 1% 0.099 6400G F0% 0% F G

111-3973, Amelia St

Bus SR 3 William St

98%

To:

From:

City of FredericksburgP

0.07 0%

Bus

3

12000 0% 1% 0.095 12000G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.579

Main St 12000 1% 1% 0.084 12000N F1% 3% N N

SR 3 Historyland Hwy

US 360 Richmond Rd

95%

Bus From:

To:

From:

Town of Warsaw (Maint: 79) 0.77 0%

Bus

3

US 360; Main St

0.609

Richmond Rd 12000 1% 1% 0.084 12000G F1% 3% F G

SR 3 Historyland Hwy

95%To:

Town of Warsaw (Maint: 79)360 0.78 0%3 0.609

Buggs Island Rd 500 1% 1% 0.12 490G F0% 1% C G

North Carolina State Line

South End Of John H. Kerr Dam

96%

From:

To:

From:

Mecklenburg County 4.53 0%4 0.58

Buggs Island Rd 920 1% 1% 0.100 900N F0% 1% N N

North End of John H. Kerr Dam

98%

From:

To:

Mecklenburg County (Maint: 999) 0.53 0%4 0.523

Buggs Island Rd 920 1% 1% 0.100 900G F0% 1% C G

58-707 China Grove Rd, Castle Heights

98%

From:

To:

Mecklenburg County 1.46 0%4 0.523

Buggs Island Rd 1000 1% 1% 0.093 1000G F0% 2% C G

US 58 Gills

95%To:

Mecklenburg County 4.50 0%4 0.522

Main St 14000 2% 1% 0.097 16000G F2% 1% C G

25th St

Williamsburg Rd

94%

From:

To:

From:

City of Richmond60 0.30 0%5

Williamsburg Ave

0.585

Main St 13000 1% 1% 0.099 15000G F1% 0% C G

Nicholson St

97%

From:To:

City of Richmond 0%5 0.654

Main St 10000 1% 1% 0.103 11000G F1% 0% F G

ECL Richmond

97%

From:To:

City of Richmond 0.26 0%5 0.729

Osborne Tpke 8600 0% 1% 0.105 9200G F2% 1% C G

New Market Rd

97%

From:

To:

Henrico County 1.99 0%5

Osborne Tpke

0.743

New Market Rd 7200 1% 1% 0.108 7600G F2% 1% C G

Laburnum Ave

96%

From:To:

Henrico County 2.13 0%5 0.662

New Market Rd 7700 1% 1% 0.107 8100G F2% 1% F G

I-295

96%

From:

To:

Henrico County 3.27 0%5 0.605

New Market Rd 1700 1% 1% 0.116 1800G F1% 2% C G

Willis Church Rd

96%

From:

To:

Henrico County 4.70 0%5 0.675

New Market Rd 1900 0% 1% 0.12 1900G F1% 2% C G

Charles City County Line

96%

From:

To:

Henrico County156 1.72 0%5

Henrico County Line

0.644

John Tyler Memorial Hwy 1900 0% 2% 0.111 1800F F1% 0% C F

SR 156 E Int

97%To:

Charles City County156 4.34 0%5 0.533

296/10/2021

on INTERSTATE, ARTERIAL, and PRIMARY ROUTES

AVERAGE DAILY TRAFFIC VOLUMES

with VEHICLE CLASSIFICATION DATA

2020

Prepared By

Virginia Department of Transportation

Traffic Engineering Division

In Cooperation With

U.S. Department of Transportation

Federal Highway Administration

.

.

Virginia Department of Transportation

Traffic Engineering Division

Traffic Monitoring Section

The Virginia Department of Transportation (VDOT) conducts a program where traffic count data are gathered from sensors in or

along streets and highways and other sources. From these data, estimates of the average number of vehicles that traveled each

segment of road are calculated. VDOT periodically publishes booklets listing these estimates.

One of these booklets, titled “Average Daily Traffic Volumes with Vehicle Classification Data, on Interstate, Arterial and Primary

Routes” includes a list of each Interstate and Primary highway segment with the estimated Annual Average Daily Traffic (AADT) for

that segment. AADT is the total annual traffic estimate divided by the number of days in the year. This booklet also includes

information such as estimates of the percentage of the AADT made up by 6 different vehicle types, ranging from cars to double trailer

trucks; estimated Annual Average Weekday Traffic (AAWDT), which is the number of vehicles estimated to have traveled the

segment of highway during a 24 hour weekday averaged over the year; as well as Peak Hour and Peak Direction factors used by

planners to formulate design criteria.

In addition to the Primary and Interstate publication, one hundred books are published periodically, one for each of 100 areas across

the state defined by VDOT for record-keeping purposes. These books include traffic volume estimates for roads within the county,

cities, and towns within the area. These books are titled “Daily Traffic Volumes Including Vehicle Classification Estimates, where

available; Jurisdiction Report numbers 00 through 99”.

Also available are a number of reports summarizing the average Vehicle Miles Traveled (VMT) in selected jurisdictions and other

categories of highways. There are many different ways to present traffic volume summary information. Because the user determines

the value of each presentation, the reports have been redesigned based on user requests and feedback. The people of the VDOT

Traffic Engineering Division Traffic Monitoring Section who produce these books welcome requests for other helpful ways of

presenting the summary information.

A compact disc (CD) is available that includes files in the Adobe® Portable Document Format (PDF) that can be displayed, searched,

and printed using common desktop computer equipment. The CD includes the publications described above as well as a number of

other reports, including specialized VMT summaries and smaller AADT reports for each city and town separately.

.

Publication Notes

Parallel Roads

For road inventory and management purposes, some roadways are counted separately by direction and have separately published

traffic estimates for each direction of travel. Examples of such roadways are the interstate system and routes with separated facilities

and (usually) one-way traffic facilities in urban areas. In these publications, they are referred to as parallel roads. As a convenience

for the users of the publication, the listing for segments of roads with parallel segments are published with both the traffic estimates

for their own direction of travel (e.g. I-95 Northbound) as well as the estimate of the total of all traffic on the same route including

parallel roadways (all directions of I-95). The publication will have a “Combined Traffic Estimates for Parallel Roadways on this

Route” or “Combined Traffic” identifiers for the combined direction of travel estimates.

Roadways such as I-395 with a North segment, a South segment and a separate Reversible lane segment will have the estimate for

more than two parallel roadways included in the entire combined traffic estimate.

Some routes have very complicated paths through cities and towns. These parallel paths may be too complex to allow a relationship

between nearby sections of the opposite direction on the same route. In this case, to indicate that the traffic estimates for such a road

segment may not include all directions of traffic on that route, the line that would list the combined values will indicate “NA” for not

available.

VDOT’s traffic monitoring program includes more than 100,000 segments of roads and highways ranging from several mile sections

of Interstate highways to very short sections of city streets. Due to problems experienced obtaining some traffic count data, and the

level of quality necessary to maintain confidence in the data, no estimate is currently available for some segments of roadway. These

segments are included in the publications indicating “NA” for not available. It is the intention of the VDOT Traffic Engineering

Division Traffic Monitoring group to obtain the data necessary and to report traffic volume estimates on all road segments included in

these publications.

Many of the road segments in this program are local secondary roads. The amount and detail of data collected on these roads are not

as great as the data collected on higher volume roads. The vehicle classification, average weekday traffic volumes, and the theoretical

design hour traffic volumes are not calculated for these roads. The publications indicate “NA” for the information that is not

available.

.

Glossary of Terms:

Route: The Route Number assigned to this segment of roadway with the master inventory route number if this is an overlapping

route, with official street or highway name if available.

Jurisdiction: The City, Town, or County at the beginning of the traffic link. Traffic links are normally terminated at each

jurisdictional boundary.

Length: Length of the traffic segment in miles.

AADT: Annual Average Daily Traffic. The estimate of typical daily traffic on a road segment for all days of the week, Sunday

through Saturday, over the period of one year.

QA: Quality of AADT: A Average of Complete Continuous Count Data

B Average of Selected Continuous Count Data

F Factored Short Term Traffic Count Data

G Factored Short Term Traffic Count Data with Growth Element

H Historical Estimate

M Manual Uncounted Estimate

N AADT of Similar Neighboring Traffic Link

O Provided By External Source

R Raw Traffic Count, Unfactored

4Tire: Percentage of the traffic volume made up of motorcycles, passenger cars, vans and pickup trucks.

Bus: Percentage of the traffic volume made up of busses.

2Axle Truck: Percentage of the traffic volume made up of 2 axle single unit trucks (not including pickups and vans).

3+Axle Truck: Percentage of the traffic volume made up of single unit trucks with three or more axles.

1Trail Truck: Percentage of the traffic volume made up of units with a single trailer.

2Trail Truck: Percentage of the traffic volume made up of units with more than one trailer.

.

QC: Quality of Classification Data:

A Average of Complete Continuous Count Data

B Average of Selected Continuous Count Data

C Short Term Classified Traffic Count Data

F Factored Short Term Traffic Count Data

H Historical Estimate

M Mass Collective Average

N Classification Estimates of Similar Neighboring Traffic Link

K Factor: The estimate of the portion of the traffic volume traveling during the peak hour or design hour.

QK: Quality of the K Factor estimate:

A Factor based on 30th Highest Hour Observed During at least 250 days of Continuous Traffic Data

B Factor based on Other Hour Observed During Less than 250 days of Continuous Traffic Data

F Factor based on Highest Hour Collected at in a 48 Hour Weekday Period

M Factor based on Manual Estimate of the design hour

N Design Hour Factor (K Factor) of Similar Neighboring Traffic Link

O Provided by External Source

Dir Factor: The estimate of the portion of the traffic volume traveling in the peak direction during the peak hour.

AAWDT: Average Annual Weekday Traffic. The estimate of typical traffic over the period of one year for the days between

Monday through Thursday.

QW: Quality of AAWDT:

A Average of Complete Continuous Count Data

B Average of Selected Continuous Count Data

F Factored Short Term Traffic Count Data

G Factored Short Term Traffic Count Data with Growth Element

M Manual Uncounted Estimate

N AAWDT of Similar Neighboring Traffic Link

O Provided by External Source

.

Bus

29

600

7

29

North

81

154600

Interstate Route

US Route

Virginia State Route

ALT - Alternate Route

Bus - Business Route

Bypas - Bypass Route

Truck - Truck Route

Wye - Wye Route connector

Secondary Route

The VDOT Maintainenance Jurisdiction number is displayed below the Secondary Route Number if the Maintenance Jurisdiction is different than the jurisdiction in the title of the report.

P - Parallel Route; Southbound or Westbound direction lanes of a numbered route where they are on a different road facility than the other direction.

ALT

220

11P

Traffic volume data for Interstate Routes and some other routes are reported separately by direction, as well as combined.

Route Shield Legend

Route Systems

Special Routes

Frontage Road (F precedes frontage route number)F241

.

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

1100 1% 1% 0.093 1100G F1% 8% C G

North Carolina State Line

58-712 Paschall Rd; Palmer Springs Rd

89%

From:

To:

From:

Mecklenburg County 1.99 0%1

58-712 Palmer Springs Rd

0.547

2000 1% 1% 0.089 1900G F2% 5% C G

US 58 Big Fork

91%

From:To:

Mecklenburg County 6.98 0%1 0.639

10000 2% 2% 0.122 11000G F1% 2% F G

US 1 Southbound, Bus US 58 Westbound ramp

93%

From:To:

Mecklenburg County58 3.23 0%1 0.534

6100 1% 1% 0.083 6100N F1% 18% N N

58-780 Theater Rd

79%

Bus From:

To:

58 0.20 1%1

Bus US 58; 58-780 Theater Rd

0.522

Danville St 4700 2% 2% 0.122 4600N F1% 2% N N

SCL South Hill

93%

Bus From:

To:

Mecklenburg County58 0.16 0%1 0.534

Danville St 4700 2% 2% 0.122 4600G F1% 2% C G

Locust St

93%

Bus From:

To:

Town of South Hill58 1.89 0%1 0.534

Danville St 6200 2% 2% 0.102 6100G F1% 2% F G

Plank Rd

93%

Bus From:

To:

Town of South Hill58 0.28 0%1 0.53

Danville St 6700 2% 2% 0.099 6600G F1% 2% F G

Goodes Ferry Blvd

93%

Bus From:

To:

Town of South Hill58 0.09 0%1 0.550

Danville St 6200 2% 2% 0.099 6100G F1% 2% F G

Mecklenburg Ave

93%

Bus From:

To:

Town of South Hill58 0.23 0%1

Danville St

0.556

Mecklenburg Ave 6400 1% 1% 0.093 6300G F1% 1% F G

US 58 BUS; SR 47 Atlantic St

96%

From:To:

Town of South Hill58 0.16 0%1 0.503

Mecklenburg Ave 7300 1% 1% 0.099 7200G F1% 1% F G

Windsor St

96%

From:To:

Town of South Hill 0.08 0%1 0.57

Mecklenburg Ave 8700 1% 1% 0.095 8500G F1% 1% F G

E Ferrell St

96%

From:To:

Town of South Hill 0.58 0%1 0.532

Mecklenburg Ave 7500 1% 1% 0.099 7400G F1% 1% C G

NCL South Hill

96%

From:To:

Town of South Hill 2.26 0%1 0.522

1600 1% 1% 0.097 1600G F2% 12% C G

Brunswick County Line

83%

From:

To:

Mecklenburg County 3.54 0%1

Mecklenburg County Line

0.589

Boydton Plank Rd 1500 1% 2% 0.11 1400G F2% 14% C G

12-657 Tanner Town Rd

82%

From:

To:

Brunswick County 0.57 0%1 0.539

Boydton Plank Rd 1300 1% 2% 0.109 1300G F2% 16% C G

12-644 Grandy Rd; Brunswick Dr

80%

From:

To:

Brunswick County 4.32 0%1 0.5

Boydton Plank Rd 1400 2% 2% 0.101 1400G F1% 15% C G

SR 46 Cochran

80%To:

Brunswick County 3.23 0%1 0.576

86/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Boydton Plank Rd 2700 1% 2% 0.097 2600G F2% 16% F G

SR 46 Cochran

I-85 South of Alberta

80%

From:To:

From:

Brunswick County 0%1 0.505

Boydton Plank Rd 2300 1% 1% 0.106 2300G F2% 6% F G

SCL Alberta

90%

From:To:

Brunswick County 0.46 0%1 0.557

Boydton Plank Rd 1500 1% 1% 0.101 1500G F2% 6% F G

NCL Alberta

90%

From:To:

Town of Alberta (Maint: 12) 1.55 0%1 0.523

Boydton Plank Rd 1300 1% 1% 0.111 1300G F2% 6% C G

12-630 S, Sturgeon Rd

90%

From:To:

Brunswick County 4.07 0%1 0.523

Boydton Plank Rd 770 1% 1% 0.115 750G F2% 9% C G

Dinwiddie County Line

87%

From:

To:

Brunswick County 5.39 0%1

Brunswick County Line

0.575

Boydton Plank Rd 1300 1% 3% 0.096 1200F F2% 7% C F

SCL McKenney

88%

From:

To:

Dinwiddie County 2.46 0%1 0.574

Boydton Plank Rd 1300 1% 3% 0.096 1200N F2% 7% N N

SR 40 Doyle Blvd

88%

From:

To:

Town of McKenney (Maint: 26) 0.23 0%1 0.574

Boydton Plank Rd 1700 2% 2% 0.090 1700F F1% 4% C F

NCL McKenney

91%

From:

To:

Town of McKenney (Maint: 26) 0.33 0%1 0.599

Boydton Plank Rd 1700 2% 2% 0.090 1700N F1% 4% N N

26-649 Snap Lodge Rd

91%

From:

To:

Dinwiddie County 4.05 0%1 0.599

Boydton Plank Rd 2000 2% 1% 0.1 2000F F1% 3% C F

26-627 Courthouse Rd

93%

From:

To:

Dinwiddie County 5.65 0%1 0.652

Boydton Plank Rd 3800 1% 1% 0.100 3700F F1% 3% C F

26-740 Turkey Egg Rd

95%

From:To:

Dinwiddie County 2.48 0%1 0.587

Boydton Plank Rd 5100 1% 1% 0.097 4900F F1% 3% F F

S 26-613 Dabney Mill Rd

95%

From:To:

Dinwiddie County 3.61 0%1 0.540

Boydton Plank Rd 7600 1% 1% 0.094 8000F F1% 3% F F

Bus US 460 Airport St

95%

Bus From:To:

Dinwiddie County 3.09 0%1 0.637

Boydton Plank Rd 10000 1% 1% 0.091 11000F F1% 3% F F

I-85 SW of Petersburg

95%

Bus From:To:

Dinwiddie County460 1.69 0%1 0.602

Boydton Plank Rd 16000 0% 1% 0.1 16000F F1% 0% F F

SR 226 Cox Rd

98%

Bus From:

To:

Dinwiddie County460 1.23 0%1 0.524

9400 0% 1% 0.103 10000G B1% 0% C G

WCL Petersburg

98%

Bus From:

To:

Dinwiddie County460 0.45 0%1 0.517

Washington St 12000 0% 1% 0.091 12000F F0% 0% F F

Summit St

99%To:

City of Petersburg460 0.40 0%1

96/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Washington St

Bus

12000 0% 1% 0.091 12000F F0% 0% C F

Summit St

Elm St

99%

Bus From:To:

From:

City of Petersburg460 0.18 0%1

Washington St 11000 0% 1% 0.088 12000G F1% 1% F G

US 1 Par; Wythe St

97%

BusBus From:

To:

City of Petersburg460 0.57 0%1

US 1 Par, Washington St; Battersea Lane

0.524

Wythe St 8000 0% 1% 0.089 8600F F1% 1% F F

Perry St

97%

BusBus From:To:

City of Petersburg460P

460 0%1

17000 0% 1% 0.090 19000F F1% 0% F F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.549

Wythe St 8500 0% 1% 0.091 9000G F1% 1% F G

SR 36 Market St

97%

Bus From:To:

City of Petersburg460P

460 0.15 0%1

19000 0% 1% 0.089 20000G F1% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.523

Wythe St 8500 0% 1% 0.09 9000G F1% 1% F G

ALT US 301 Sycamore St

97%

BusALT From:To:

City of Petersburg460 36 0.20 0%1

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

Wythe St 12000 0% 1% 0.086 13000G F1% 1% F G

Bus US 460 Jefferson St

97%

ALT From:

To:

City of Petersburg301 460 36 0.20 0%1

Bus US 460 Wythe St

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

Jefferson St 3000 0% 1% 0.091 3200F F0% 0% F F

Bus US 460 Par, Washington St

99%

ALT From:

To:

City of Petersburg301 0.09 0%1

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.724

Jefferson St 650 0% 1% 0.112 690F F0% 0% F F

Henry St

99%

ALT From:

To:

City of Petersburg301 0.26 0%1

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.516

3rd St 330 1% 1% 0.113 350F F0% 0% C F

US 301 Par, Bank St

97%

ALT From:To:

City of Petersburg301 0.05 0%1

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.531

3rd St 380 0% 1% 0.118 410F F1% 0% C F

US 301 Bollingbrook St

97%

ALT From:

To:

City of Petersburg301 0.05 0%1

US 301; 3RD STREET

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.512

Bollingbrook St 3700 0% 1% 0.117 3900G F1% 0% F G

US 1 Par; US 301 Par; Bollingbrook St

98%

From:To:

City of Petersburg301 301P

36 0.08 0%1

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.722

2nd St 13000 0% 1% 0.089 13000F F5% 10% C F

SCL Colonial Heights

84%To:

City of Petersburg301 0.35 0%1 0.542

106/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Boulevard 12000 0% 0% 0.084 13000G F0% 0% F G

NCL Petersburg

Dupuy Ave

99%

From:To:

From:

City of Colonial Heights301 0.53 0%1 0.505

Boulevard 22000 0% 0% 0.085 NAG F0% 0% F

Westover Ave

99%

From:To:

City of Colonial Heights301 0.40 0%1 0.535

Boulevard 20000 0% 0% 0.105 21000A A0% 0% C A

Branders Bridge Rd

99%

From:To:

City of Colonial Heights301 0.33 0%1 0.513

Boulevard 24000 0% 0% 0.081 NAG F0% 0% F

Temple Ave

99%

From:To:

City of Colonial Heights301 0.26 0%1 0.503

Boulevard 18000 0% 0% 0.093 20000G F0% 0% F G

Lakeview Ave

99%

From:

To:

City of Colonial Heights301 144 0.74 0%1 0.519

Boulevard 20000 0% 0% 0.088 NAG F0% 0% F

Ellerslie Ave

99%

From:

To:

City of Colonial Heights301 144 0.17 0%1 0.517

Boulevard 25000 0% 0% 0.091 NAG F0% 0% F

Sherwood Ave

99%

From:

To:

City of Colonial Heights301 144 0.19 0%1 0.501

Boulevard 21000 0% 0% 0.093 22000G F0% 0% F G

NCL Colonial Heights

99%

From:

To:

City of Colonial Heights301 144 0.62 0%1 0.54

Jefferson Davis Hwy 21000 0% 0% 0.093 23000G F0% 0% F G

SR 144 Harrowgate Rd

99%

From:

To:

Chesterfield County301 144 0.22 0%1 0.56

Jefferson Davis Hwy 16000 0% 1% 0.093 17000G F1% 0% C G

20-620 Woods Edge Rd

98%

From:

To:

Chesterfield County301 1.32 0%1 0.593

Jefferson Davis Hwy 15000 0% 1% 0.093 16000G F1% 0% F G

20-619 Happy Hill Rd

98%

From:To:

Chesterfield County301 0.14 0%1 0.594

Jefferson Davis Hwy 14000 0% 1% 0.094 15000G F1% 0% F G

20-618 Old Bermuda Hundred Rd

98%

From:To:

Chesterfield County301 2.44 0%1 0.589

Jefferson Davis Hwy 17000 0% 1% 0.093 18000G F1% 0% F G

SR 10 West Hundred Rd

98%

From:To:

Chesterfield County301 0.90 0%1 0.569

Jefferson Davis Hwy 20000 0% 1% 0.103 21000G F1% 0% F G

SR 288

98%

From:To:

Chesterfield County301 1.65 0%1 0.631

Jefferson Davis Hwy 17000 1% 1% 0.09 18000G F1% 1% F G

20-613 Willis Rd

96%

From:

To:

Chesterfield County301 1.62 0%1 0.726

Jefferson Davis Hwy 15000 1% 1% 0.09 16000G F1% 1% F G

SR 145 Chester Rd

96%

From:

To:

Chesterfield County 0.64 0%1 0.726

Jefferson Davis Hwy 17000 1% 1% 0.095 18000G F1% 1% C G

SR 150 Chippenham Pkwy

96%

From:

To:

Chesterfield County301 2.41 0%1 0.638

Jefferson Davis Hwy 20000 1% 1% 0.091 22000G F1% 2% F G

SCL Richmond

96%To:

Chesterfield County301 1.17 0%1 0.605

116/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Jefferson Davis Hwy 11000 2% 1% 0.088 12000G F1% 2% C G

SCL Richmond

Bellmeade Rd

94%

From:To:

From:

City of Richmond301 2.13 0%1 0.617

Jefferson Davis Hwy 13000 1% 1% 0.101 14000A A1% 2% C A

Hopkins Rd

96%

From:To:

City of Richmond301 0.86 0%1 0.504

Jefferson Davis Hwy 18000 1% 1% 0.09 20000G F1% 1% C G

US 360 Hull St

95%

From:To:

City of Richmond301 1.01 0%1 0.564

Cowardin Ave 24000 1% 1% 0.093 26000G F0% 1% C G

Semmes Ave

97%

From:To:

City of Richmond301 0.39 0%1 0.579

Lee Bridge 30000 1% 1% 0.1 34000G F0% 0% F G

2nd St

98%

From:

To:

City of Richmond301 0.76 0%1 0.626

Belvidere St 24000 1% 1% 0.096 27000G F0% 0% F G

Franklin St

98%

From:

To:

City of Richmond301 0.92 0%1 0.649

Belvidere St 33000 1% 1% 0.085 37000G F0% 0% F G

US 250 Broad St

98%

From:

To:

City of Richmond301 0.15 0%1 0.545

Belvidere St 30000 1% 1% 0.083 34000G F0% 0% F G

Chamberlayne Ave

98%

From:

To:

City of Richmond301 0.40 0%1

Belvidere St

0.611

Chamberlayne Ave 20000 1% 1% 0.093 23000G F0% 0% C G

Edge Hill Rd

98%

From:

To:

City of Richmond301 1.02 0%1 0.508

Chamberlayne Ave 19000 1% 1% 0.092 22000G F0% 0% C G

Brookland Park Blvd

98%

From:

To:

City of Richmond301 0.31 0%1 0.535

Chamberlayne Ave 15000 1% 1% 0.103 17000G F0% 0% C G

Laburnum Ave

98%

From:To:

City of Richmond301 0.86 0%1 0.625

Chamberlayne Ave 12000 1% 1% 0.108 14000G F0% 0% F G

Claremont Ave

98%

From:To:

City of Richmond301 0.26 0%1 0.607

Chamberlayne Ave 13000 1% 1% 0.106 15000G F0% 0% C G

Azalea Ave

98%

From:

To:

City of Richmond301 0.94 0%1

Chamberlayne Ave

0.525

Azalea Ave 15000 1% 1% 0.097 17000G F0% 0% F G

NCL Richmond

98%

From:To:

City of Richmond 0.26 0%1 0.572

Brook Rd 13000 1% 1% 0.095 NAG F0% 0% F

I-95

98%

From:

To:

Henrico County 0.30 0%1 0.587

Brook Rd 18000 0% 1% 0.091 19000G F1% 0% C G

Hilliard Rd

98%

From:

To:

Henrico County 0.83 0%1 0.522

Brook Rd 20000 0% 1% 0.104 21000G F1% 0% F G

Wilkinson Rd

98%

From:

To:

Henrico County 0.72 0%1 0.523

Brook Rd 18000 0% 1% 0.101 19000G F1% 0% F G

SR 73 Parham Rd

98%To:

Henrico County 0.48 0%1 0.529

126/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Brook Rd 21000 0% 1% 0.09 NAG F1% 1% C

SR 73 Parham Rd

I-295

98%

From:To:

From:

Henrico County 1.42 0%1 0.553

Brook Rd 31000 0% 1% 0.103 33000G F1% 1% F G

Virginia Center Parkway

98%

From:To:

Henrico County 0.73 0%1 0.533

Brook Rd 21000 0% 1% 0.099 23000G F1% 1% F G

J.E.B. Stuart Parkway

98%

From:To:

Henrico County 0.38 0%1 0.530

Brook Rd 18000 0% 1% 0.099 19000G F1% 1% F G

Hanover County Line

98%

From:

To:

Henrico County 0.60 0%1

Henrico County Line

0.501

Washington Hwy 18000 0% 1% 0.099 19000N F1% 1% N N

42-656 Sliding Hill Rd

98%

From:

To:

Hanover County 0.47 0%1 0.501

Washington Hwy 13000 0% 1% 0.092 14000F F1% 1% F F

42-802 Lewistown Rd

98%

From:

To:

Hanover County 1.94 0%1 0.549

Washington Hwy 13000 0% 1% 0.096 14000F F1% 1% F F

SCL Ashland

98%

From:

To:

Hanover County 0.79 0%1 0.517

Washington Hwy 14000 1% 2% 0.096 15000F F1% 2% F F

Ashcake Rd

94%

From:

To:

Town of Ashland 1.41 0%1 0.552

Washington Hwy 15000 1% 2% 0.096 16000F F1% 2% C F

SR 54 England St

94%

From:

To:

Town of Ashland 0.85 0%1 0.569

Washington Hwy 13000 1% 2% 0.09 14000F F1% 4% F F

Randolph Circle

93%

From:

To:

Town of Ashland 0.23 0%1 0.506

Washington Hwy 8600 1% 2% 0.093 9100G F1% 4% C G

NCL Ashland

93%

From:To:

Town of Ashland 1.94 0%1 0.563

Washington Hwy 8600 1% 2% 0.093 9100N F1% 4% N N

42-738 Gum Tree

93%

From:To:

Hanover County 2.17 0%1 0.563

Washington Hwy 6400 1% 2% 0.098 6300F F1% 4% F F

SR 30 Kings Dominion Boulevard

93%

From:To:

Hanover County 1.89 0%1 0.643

Washington Hwy 4400 1% 1% 0.109 4300F F3% 6% C F

Caroline County Line

89%

From:

To:

Hanover County 3.04 0%1

Hanover County Line

0.606

Jefferson Davis Hwy 4200 1% 1% 0.117 4200G F3% 6% F G

SR 207 Carmel Church

89%

From:

To:

Caroline County 2.99 0%1 0.662

Jefferson Davis Hwy 4400 0% 1% 0.103 4300G F1% 2% F G

16-639 Ladysmith Rd

95%

From:

To:

Caroline County 6.29 0%1 0.596

Jefferson Davis Hwy 6000 0% 1% 0.092 5900G F1% 2% F G

16-632 Cedon Rd; Quarters Rd

95%

From:

To:

Caroline County 3.06 0%1 0.587

Jefferson Davis Hwy 5600 0% 1% 0.093 5500G F1% 2% C G

Spotsylvania County Line

95%To:

Caroline County 2.53 0%1 0.627

136/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Jefferson Davis Hwy 13000 1% 1% 0.097 12000F F0% 1% C F

Caroline County Line

88-606 Thornburg

97%

From:To:

From:

Spotsylvania County 2.61 0%1

Jefferson Davis Hwy 14000 0% 1% 0.094 14000F F2% 4% F F

88-608 Massaponax Church Rd

93%

From:To:

Spotsylvania County 4.25 0%1

Jefferson Davis Hwy 40000 1% 1% 0.088 43000F F1% 14% F F

US 17 Poor House Rd

82%

From:To:

Spotsylvania County 2.27 1%1

Jefferson Davis Hwy 48000 0% 1% 0.074 51000G F0% 0% F G

I-95

98%

From:To:

Spotsylvania County17 1.18 0%1 0.576

Jefferson Davis Hwy 23000 0% 1% 0.078 25000G F0% 0% F G

Bus US 1; SR 208 Four Mile Fork

98%

From:

To:

Spotsylvania County 0.96 0%1

US 1 Bus; SR 208 Four Mile Fork

0.544

Jefferson Davis Hwy 25000 0% 1% 0.084 27000G F0% 0% F G

SCL Fredericksburg

98%

From:

To:

Spotsylvania County 1.30 0%1 0.542

Jefferson Davis Blvd 29000 0% 1% 0.109 31000A A0% 0% C A

SR 3

98%

From:

To:

City of Fredericksburg 1.48 0%1 0.616

Jefferson Davis Blvd 30000 0% 1% 0.089 32000F F0% 0% C F

College Ave

99%

From:

To:

City of Fredericksburg 0.90 0%1

Jefferson Davis Blvd 25000 0% 1% 0.087 27000F F0% 0% F F

Fall Hill Ave

99%

From:

To:

City of Fredericksburg 0.59 0%1

Jefferson Davis Blvd 24000 0% 1% 0.077 26000G F0% 0% F G

Bus US 1 Princess Anne Ave

98%

Bus From:

To:

City of Fredericksburg 0.32 0%1 0.611

Jefferson Davis Blvd 34000 0% 1% 0.098 NAN F0% 0% N

NCL Fredericksburg

98%

Bus From:To:

City of Fredericksburg17 0.08 0%1 0.592

Jefferson Davis Hwy 34000 0% 1% 0.098 NAG F0% 0% F

Bus US 17, SR 218 Falmouth

98%

From:To:

Stafford County17 0.35 0%1 0.592

Jefferson Davis Hwy 19000 1% 1% 0.104 20000G F0% 0% F G

89-676 Cranes Corner Rd

98%

From:To:

Stafford County 2.72 0%1 0.724

Jefferson Davis Hwy 16000 1% 1% 0.108 17000G F0% 0% F G

89-628 Eskimo Hill Rd; Ramoth Church Rd

98%

From:To:

Stafford County 2.84 0%1 0.788

Jefferson Davis Hwy 14000 1% 1% 0.106 15000G F0% 0% F G

89-687 Hope Rd

98%

From:

To:

Stafford County 2.45 0%1 0.797

Jefferson Davis Hwy 14000 1% 1% 0.09 15000G F0% 0% F G

89-631 Coal Landing Rd; Bells Hill Rd

98%

From:

To:

Stafford County 1.50 0%1 0.703

Jefferson Davis Hwy 14000 1% 1% 0.09 15000N F0% 0% N N

89-610 Garrisonville Rd

98%

From:

To:

Stafford County 1.32 0%1 0.703

Jefferson Davis Hwy 20000 1% 1% 0.147 20000A A0% 0% C A

89-639 Woodstock Lane

98%To:

Stafford County 1.46 0%1 0.747

146/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Jefferson Davis Hwy 20000 1% 1% 0.147 20000N A0% 0% N N

89-639 Woodstock Lane

89-638 Little Forest Church Rd

98%

From:To:

From:

Stafford County 0.94 0%1 0.747

Jefferson Davis Hwy 17000 1% 1% 0.092 18000G F0% 0% F G

Prince William County Line

98%

From:

To:

Stafford County 2.33 0%1

Stafford County Line

0.831

Jefferson Davis Hwy 13000 1% 1% 0.131 13000G F0% 0% F G

76-619 Fuller Rd

98%

From:To:

Prince William County 2.15 0%1 0.568

Jefferson Davis Hwy 12000 1% 1% 0.104 13000G F0% 0% F G

US 1 Par Main St

98%

From:To:

Prince William County 0.51 0%1 0.553

Fraley Blvd 7900 1% 1% 0.184 8300F F0% 0% F F

SCL Dumfries

98%

From:To:

Prince William County 0%1

15000 1% 1% 0.129 16000F F2% 1% F F96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.769

Fraley Blvd 9600 1% 1% 0.086 10000G F1% 2% F G

US 1 Par near Possum Point Rd

96%

From:To:

Town of Dumfries (Maint: 76) 0%1

21000 1% 1% 0.090 22000G F1% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.512

Jefferson Davis Hwy 23000 1% 1% 0.079 NAG F1% 2% F

NCL Dumfries

96%

From:

To:

Town of Dumfries (Maint: 76) 0.38 0%1 0.598

Jefferson Davis Hwy 23000 1% 1% 0.079 NAN F1% 2% N

SR 234 Dumfries Rd

96%

From:

To:

Prince William County 0.02 0%1 0.598

Jefferson Davis Hwy 31000 1% 1% 0.081 33000G F1% 2% F G

76-610 North of Garfield

96%

From:

To:

Prince William County 2.61 0%1 0.552

Jefferson Davis Hwy 31000 1% 1% 0.083 33000G F1% 2% F G

76-2000 Reddy Dr; Opitz Blvd

96%

From:To:

Prince William County 2.15 0%1 0.637

Jefferson Davis Hwy 28000 1% 1% 0.081 30000G F1% 2% C G

Fairfax County Line

96%

From:

To:

Prince William County 2.74 0%1

Prince William County Line

0.847

Richmond Hwy 32000 1% 1% 0.084 33000G F0% 0% F G

I-95 North of Woodbridge

98%

From:To:

Fairfax County 0.81 0%1 0.834

Richmond Hwy 34000 2% 1% 0.079 36000G F0% 0% F G

SR 242 Gunston Rd

97%

From:To:

Fairfax County 1.44 0%1 0.738

Richmond Hwy 34000 2% 1% 0.096 36000G F0% 0% F G

29-642 Lorton Rd

97%

From:

To:

Fairfax County 1.14 0%1 0.796

Richmond Hwy 42000 2% 1% 0.087 45000G F0% 0% F G

29-611 Telegraph Rd

97%

From:

To:

Fairfax County 0%1 0.763

Richmond Hwy 32000 2% 1% 0.096 33000G F0% 0% F G

29-286 Fairfax County Pkwy

97%

From:

To:

Fairfax County 0%1 0.796

Richmond Hwy 33000 2% 1% 0.096 35000G F0% 0% F G

29-618 Woodlawn Rd

97%To:

Fairfax County 1.36 0%1 0.796

156/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Richmond Hwy 33000 2% 1% 0.076 34000G F0% 0% F G

29-618 Woodlawn Rd

SR 235 S, Mount Vernon Memorial Hwy

97%

From:To:

From:

Fairfax County 0.49 0%1 0.524

Richmond Hwy 28000 2% 1% 0.094 30000A A0% 0% C A

SR 235 N, Mount Vernon Hwy

97%

From:To:

Fairfax County 2.84 0%1 0.512

Richmond Hwy 46000 2% 1% 0.072 48000G F0% 0% F G

SR 241 Kings Hwy North

97%

From:To:

Fairfax County 3.19 0%1 0.521

Richmond Hwy 41000 2% 1% 0.068 44000G F0% 0% F G

SCL Alexandria, I-95, I-495 Capital Beltway

97%

From:To:

Fairfax County 1.31 0%1 0.527

Patrick St 64000 2% 1% 0.078 67000G F0% 0% F G

Franklin St

97%

From:

To:

City of Alexandria (Maint: 00) 0.51 0%1 0.677

Patrick St 64000 2% 1% 0.078 67000N F0% 0% N N

Wilkes St, US 1 Par

97%

From:

To:

City of Alexandria 0.15 0%1 0.677

Patrick St 22000 2% 1% 0.081 23000G F0% 0% F G

King St

97%

From:To:

City of Alexandria 0.36 0%1

42000 2% 1% 0.068 44000G F0% 0% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.617

Patrick St 19000 2% 1% 0.09 20000G F0% 0% F G

1st St

97%

From:

To:

City of Alexandria 0.72 0%1

37000 2% 1% 0.078 39000G F0% 0% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.568

Patrick St 40000 2% 1% 0.079 42000G F0% 0% F G

Monroe Ave

97%

From:

To:

City of Alexandria 0%1 0.642

Richmond Hwy 26000 2% 1% 0.068 28000G F0% 0% F G

NCL Alexandria

97%

From:To:

City of Alexandria 0%1 0.611

Richmond Hwy 31000 2% 1% 0.075 33000G F0% 0% F G

SR 120 Glebe Rd

97%

From:To:

Arlington County 0.15 0%1 0.612

Richmond Hwy 33000 2% 1% 0.076 34000G F0% 0% F G

SR 233 Reagan Washington National Airport

97%

From:To:

Arlington County 0.65 0%1 0.678

Richmond Hwy 39000 2% 1% 0.077 41000G F0% 0% F G

SR 110; Ramp to I-395

97%

From:

To:

Arlington County 0.87 0%1

US 1; SR 110 Richmond Hwy

0.593

Ramp NA NA NA

I-395 NBFrom:

To:

Arlington County 0.161

I-395

George Washington ParkwayFrom:

To:

Arlington County395 0.55 See I-395 for directional traffic volume estimates for this segment.1

154000 1% 1% NA 165000G 1% 1% F G97% 0%Combined Traffic Estimates for 4 Parallel Roadways on this Route:

District of ColumbiaTo:

Arlington County395 0.02 See I-395 for directional traffic volume estimates for this segment.1

154000 1% 1% NA 165000N 1% 1% N N97% 0%Combined Traffic Estimates for 4 Parallel Roadways on this Route:

166/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 2000 1% 1% 0.079 2100G F1% 1% F G

US 1 Exit N018A & S018A

I-85 South

96%To:

From:

Town of South Hill (Maint: 58) 0.11 0%1

Ramp 1200 1% 1% 0.094 1200G F1% 1% F G

US 1 Exit N018B & S018B

I-85 North

96%To:

From:

Mecklenburg County 0.18 0%1

Ramp 600 1% 1% 0.116 630G F2% 6% F G

US 1 Boydton Plank Rd

I-85 North

90%To:

From:

Brunswick County 0.29 0%1

Ramp 270 1% 1% 0.131 280G F2% 6% F G

US 1 Boydton Plank Rd

I-85 South

90%To:

From:

Brunswick County 0.26 0%1

Ramp 6300 0.094 6300G F G

US 1

I-85 NorthTo:

From:

Dinwiddie County 0.281

Ramp 1300 0.115 1300G F G

US 1

I-85 SouthTo:

From:

Dinwiddie County 0.261

Ramp 12000 0.086 13000G F G

US 1

I-95 SouthTo:

From:

City of Richmond (Maint: 43) 0.071

Ramp 5500 0.078 5800G F G

US 1 Brook Rd

I-95 SouthTo:

From:

Henrico County 0.111

Ramp 4600 0.097 8500G F G

US 1 Jefferson Davis Hwy

I-95 SouthTo:

From:

Spotsylvania County 0.121

Ramp US 1, US 17 to I-95 N at Exit 126 17000 0.087 NAG F

US 1 Jefferson Davis Hwy

I-95 NorthTo:

From:

Spotsylvania County17 0.121

Ramp 5400 0% 1% 0.172 5700A A0% 1% C A

US 1 Jefferson Davis Hwy

I-95 North

98%To:

From:

Stafford County 0.14 0%1

Ramp From US N,S to I-95 3 at Exit 177 6900 0.080 6900G F G

Ramps from US 1 NB and US 1 SB

I-95 Express Lanes SBTo:

From:

City of Alexandria (Maint: 29) 0.181

Ramp 6600 0.086 6600G F G

US 01-S191C TO RT 241

I-95-S FROM RT 1To:

From:

City of Alexandria (Maint: 29) 0.191 0.699

Ramp 4400 0.097 4400G F G

US 1 Boydton Plank Rd

US 01-S066A US 01- 66A TO RT 85To:

From:

Dinwiddie County 0.06

North

1

176/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 560 NA 560G G

US 1 Boydton Plank Rd

US 01- 66B US 01-S066B TO RT 85To:

From:

Dinwiddie County 0.03

North

1

Ramp 6200 0.101 6200G F G

US 1 Belvidere St

127-99006 A

North From:

To:

From:

City of Richmond (Maint: 43) 0.04

North

1

127-99006- A

Ramp 4500 0.105 4500G F G

US 01-S093ATo:

City of Richmond (Maint: 43) 0.061

Ramp 7100 0.153 7300A A A

US 1 Chamberlayne Ave; Belvidere St

I-95 NorthTo:

From:

City of Richmond (Maint: 43) 0.12

North

1

Ramp 1800 0.113 1900G F G

US 1 N, Brook Rd

I-295 EastTo:

From:

Henrico County 0.21

North

1

Ramp 1100 0.12 1200G F G

US 1 N, Brook Rd

I-295 West Collector RdTo:

From:

Henrico County 0.15

North

1

Ramp 7200 0.133 7200G F G

US 1 N, Richmond Hwy

I-95 NorthTo:

From:

Fairfax County 0.84

North

1

Ramp NA NA NA

US 1 Richmond Hwy NB

US 1 North Exit 191B RampNorth From:

To:

From:

City of Alexandria (Maint: 29) 0.17

North

1

Ramp 13000 0.078 13000G B G

I-95 NorthTo:

City of Alexandria (Maint: 29) 0.161

Ramp NA NA NA

US 1 Richmond Hwy NB

US 01-N191C TO RT 241; 95 SOUTHNorth From:

To:

From:

City of Alexandria (Maint: 29) 0.39

North

1

Ramp NA NA NA

US 01- 191B US 01-S191B FROM RT 1To:

City of Alexandria (Maint: 29)1

Ramp NA NA NA

US 01-N191B TO RT 241; 95 SOUTH

US 01-S191C TO RT 241To:

From:

City of Alexandria (Maint: 29)

North

1

Ramp 2900 0.116 2900G F G

US 1 Boydton Plank Rd

US 01-N066A US 01- 66A TO RT 85To:

From:

Dinwiddie County 0.03

South

1

Ramp 970 0.124 970G F G

US 1 TO RT 85 SB

US 01- 66B US 01-N066B TO RT 85To:

From:

Dinwiddie County 0.06

South

1

186/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 4100 0.119 4400A A A

US 1 S, Belvidere St

US 1 N Exit 93A to I-95 SouthTo:

From:

City of Richmond (Maint: 43) 0.28

South

1

Ramp 5500 0.104 5900G F G

US 1 S, Brook Rd

I-295 East Collector RdTo:

From:

Henrico County

South

1

Ramp 3300 0.118 3600G F G

US 1 S, Brook Rd

I-295 West Collector RdTo:

From:

Henrico County 0.23

South

1

Ramp 15000 1% 1% 0.11 14000G F1% 10% F G

US 1

I-95 South

88%To:

From:

Fairfax County 0.68 0%

South

1

Ramp 20000 0.099 20000G F G

US 1 Patrick St SB

US 01-S191C TO 241; 95 SOUTHSouth From:

To:

From:

City of Alexandria (Maint: 29) 0.11

South

1

Ramp NA NA NA

US 01-S191B TO 95 SOUTHSouth From:

To:

City of Alexandria (Maint: 29) 0.091

Ramp NA NA NA

US 01-S191D TO 95 NORTH EXPRESSSouth From:

To:

City of Alexandria (Maint: 29) 0.221

Ramp 9900 0.126 9900G F G

I-95-N FROM RT 1 SOUTHTo:

City of Alexandria (Maint: 29) 0.281

Ramp NA NA NA

US 1 Patrick St SB

Toward I-95 SBTo:

From:

City of Alexandria (Maint: 29) 0.09

South

1

Ramp NA NA NA

US 01-S191A TO 241; 95 SOUTH

US 01-N191C US 01- 191C TO RT 241To:

From:

City of Alexandria (Maint: 29) 0.21

South

1

Ramp 6000 0.132 6000G F G

US 01-S191A TO 95 NORTH EXPRESS

I-95-1 FROM MILL ROAD & RT 1To:

From:

City of Alexandria (Maint: 29) 0.34

South

1

Henry St 20000 2% 1% 0.074 21000G F0% 0% F G

Wilkes St

SR 7 King St

97%

From:To:

From:

City of AlexandriaP

0%1

42000 2% 1% 0.068 44000G F0% 0% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.617

Henry St 18000 2% 1% 0.077 19000G F0% 0% F G

1st Street

97%

To:

City of AlexandriaP

0%1

37000 2% 1% 0.078 39000G F0% 0% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.568

196/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Main St 7200 1% 1% 0.099 7600F F3% 1% C F

US 1 Fraley Blvd South Intersection

SCL Dumfries

94%

From:

To:

From:

Prince William CountyP

0.18 0%1

15000 1% 1% 0.128 16000F F2% 1% F F96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.765

Main St 11000 1% 1% 0.098 12000G F1% 0% C G

US 1 Fraley Blvd North Intersection

97%

To:

Town of Dumfries (Maint: 76)P

1.45 0%1

21000 1% 1% 0.090 22000G F1% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.927

0.508

Washington St

BusBus

9300 0% 1% 0.092 10000F F1% 0% F F

US 1 Wythe St Battersea Lane

123-9025 West St

98%

BusBus From:To:

From:

City of PetersburgP

460P

460 0.31 0%1

17000 0% 1% 0.090 19000F F1% 0% F F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.551

Washington St 9700 0% 1% 0.09 10000F F0% 0% C F

123-9029 South St

99%

BusBus From:To:

City of PetersburgP

460P

460 0.40 0%1

18000 0% 1% NA 19000F 0% 0% F F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

Washington St 11000 0% 1% 0.091 11000F F1% 0% F F

Guarantee St

98%

BusBus From:To:

City of PetersburgP

460P

460 0.27 0%1

19000 0% 1% 0.089 20000G F1% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

Washington St 11000 0% 1% 0.09 11000F F0% 0% F F

BUS US 460 Par; SR 36 Market St

99%

From:

To:

City of PetersburgP

460P

460 0.24 0%1

SR 36; Bus US 460 Par Washington St

19000 0% 1% NA 20000G 1% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

Market St 2200 0% 1% 0.096 2300F F0% 0% C F

SR 36 Grove Ave

99%

From:

To:

City of PetersburgP

36 0.38 0%1

SR 36; Market St

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.514

Old St 1700 1% 1% 0.099 1800F F1% 1% C F

Sycamore St

97%

From:

To:

City of PetersburgP

36P

0.13 0%1

Old St

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.58

Sycamore St 2400 0% 1% 0.101 2500F F0% 0% C F

Bollingbrook St

99%

From:

To:

City of PetersburgP

36P

0.04 0%1

Sycamore St

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.668

Bollingbrook St 2500 0% 1% 0.096 2700F F0% 0% F F

US 1, US 301 2nd St

99%

To:

City of PetersburgP

36P

0.10 0%1

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.676

Ramp 18000 2% 1% 0.07 NAG F0% 0% F

SR 110, US 1

I-395 South

97%To:

From:

Arlington CountyP

395 0%1

206/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Danville St

Bus

1800 2% 1% 0.122 1800G F1% 2% C G

US 1, US 58

US 1, Bus US 58; 58-780 Theater Rd

94%

To:

From:

Mecklenburg CountyP

1 58 58 0%1

4600 2% 1% 0.113 4500G F1% 2% F G94% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

Bus

0.575

LaFayette Blvd 19000 0% 1% 0.08 20000F F1% 1% C F

US 1, SR 208

SCL Fredericksburg

97%

Bus From:To:

From:

Spotsylvania County 1.52 0%

Bus

1 0.51

LaFayette Blvd 20000 0% 1% 0.083 21000F F1% 1% F F

SR 3; Blue and Grey Parkway

97%

Bus From:To:

City of Fredericksburg 1.42 0%1 0.522

LaFayette Blvd 8300 0% 1% 0.085 8800F F1% 1% F F

111-3957 Sunken Rd

97%

Bus From:

To:

City of Fredericksburg 0.38 0%1 0.588

LaFayette Blvd 7600 0% 1% 0.088 8100F F1% 1% F F

111-3961 Kenmore Ave

97%

Bus From:

To:

City of Fredericksburg 0.56 0%1 0.594

LaFayette Blvd 4700 0% 1% 0.107 4900N F0% 0% N N

Bus US 1 Par, Bus 17 Par Princess Anne St

99%

Bus From:

To:

City of Fredericksburg 0.10 0%1 0.545

LaFayette Blvd 4700 0% 1% 0.107 4900G F0% 0% F G

Bus US 17 Caroline St

99%

BusBusBus From:

To:

City of Fredericksburg 0.06 0%1

Bus US 17, Lafayette Blvd

0.545

Caroline St 4100 0% 1% 0.09 4300G F0% 0% F G

Bus SR 3 William St

99%

BusBusBus From:

To:

City of Fredericksburg17P

17 2 0.38 0%1

9200 0% 1% 0.086 9700G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.564

Caroline St 5900 0% 1% 0.09 6300G F0% 0% C G

Herndon St

99%

BusBus From:

To:

City of Fredericksburg17P

17 0.51 0%1

Caroline St

12000 0% 1% 0.092 12000G F0% 0% C G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.599

Herndon St 3600 0% 1% 0.092 3800F F0% 0% F F

Bus US 1 Par Princess Anne St

99%

BusBus From:

To:

City of Fredericksburg17 0.06 0%1

Bus US 1 Par Herndon St

Princess Anne St 7700 0% 1% 0.093 8100F F0% 0% C F

US 1 Jefferson Davis Highway

99%To:

City of Fredericksburg17 0%1 0.668

Princess Anne St

BusBus

5100 0% 1% 0.082 5400G F0% 0% F G

Bus US 1, Bus US 17 Lafayette Blvd

Bus SR 3 William St

98%

BusBusBus From:To:

From:

City of FredericksburgP

17P

17 2 0.37 0%

Bus

1

9200 0% 1% 0.086 9700G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.564

Princess Anne St 5700 0% 1% 0.1 6100F F0% 0% C F

Bus US 1 Herndon St

98%

To:

City of FredericksburgP

17P

17 0.52 0%1

12000 0% 1% 0.092 12000G F0% 0% C G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.599

216/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Chamberlayne Ave 13000 1% 1% 0.106 14000G F0% 1% F G

Azalea Ave

NCL Richmond

97%

From:To:

From:

City of Richmond301 0.04 0%2 0.536

Chamberlayne Ave 12000 1% 1% 0.107 13000G F0% 1% C G

I-95

97%

From:To:

Henrico County301 0.55 0%2 0.533

Chamberlayne Ave NB 7100 0% 1% 0.11 7500G F1% 1% F G

Upham Dr

97%

From:To:

Henrico County301 0.90 0%2

17000 0% 1% 0.107 18000G F1% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.709

0.745

Chamberlayne Ave 19000 0% 1% 0.11 20000G F1% 1% C G

Parham Rd

97%

From:To:

Henrico County301 1.57 0%2 0.709

Chamberlayne Ave 27000 0% 1% 0.106 29000G F1% 1% F G

Hanover County Line

97%

From:

To:

Henrico County301 0.17 0%2

Henrico County Line

0.709

Chamberlayne Rd 28000 0% 1% 0.102 30000G F1% 1% F G

I-295

97%

From:

To:

Hanover County301 0.40 0%2 0.629

Chamberlayne Rd 19000 0% 1% 0.097 20000F F1% 2% F F

42-640

96%

From:

To:

301 1.87 0%2 0.584

Chamberlayne Rd 14000 0% 1% 0.101 15000F F1% 1% F F

42-643 Pearsons Corner

98%

From:

To:

Hanover County301 1.30 0%2 0.53

Chamberlayne Rd 8500 1% 1% 0.107 9000F F1% 4% F F

42-653 Whippoorwill Rd

93%

From:

To:

Hanover County301 1.27 0%2 0.693

Hanover Courthouse Rd 6900 0% 1% 0.115 6800F F1% 1% C F

42-651

96%

From:To:

Hanover County301 2.58 0%2 0.689

Hanover Courthouse Rd 7100 0% 1% 0.117 7000F F3% 1% C F

42-1002 Hanover CH

95%

From:To:

Hanover County301 2.94 0%2 0.619

Hanover Courthouse Rd 4900 1% 1% 0.108 4900F F0% 0% F F

Caroline County Line

98%

From:

To:

Hanover County301 1.64 0%2

Hanover County Line

0.830

Richmond Tpke 4200 0% 1% 0.1 4100G F1% 2% F G

SR 30 Dawn

96%

From:To:

Caroline County301 3.16 0%2 0.653

Richmond Tpke 2900 1% 1% 0.090 2800G F2% 5% F G

16-647

91%

From:To:

Caroline County301 4.44 0%2 0.564

Richmond Tpke 2500 1% 1% 0.092 2400G F2% 5% C G

16-721 Near de Jarnette

91%

From:

To:

Caroline County301 7.50 0%2 0.519

Richmond Tpke 4400 1% 1% 0.092 4300G F2% 5% F G

Bus US 301

91%

From:

To:

Caroline County301 2.46 0%2

SCL Bowling Green

0.603

Richmond Tpke 4400 1% 1% 0.092 4300N F2% 5% N N

Bus US 301

91%To:

Town of Bowling Green (Maint: 16)301 0.11 0%2 0.603

226/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Main St

Bus

3700 0% 1% 0.088 3600G F1% 1% F G

US 301

SCL Bowling Green

97%

Bus From:To:

From:

Town of Bowling Green (Maint: 16)301 0.22 0%2 0.566

Main St 3700 0% 1% 0.089 3600G F1% 1% C G

Bus SR 207

97%

From:

To:

Town of Bowling Green (Maint: 16)301 0.74 0%2

Bus US 301, Bus SR 207

0.561

Main St 4900 0% 1% 0.087 4900G F1% 2% F G

NCL Bowling Green

96%

From:To:

Town of Bowling Green (Maint: 16) 0.39 0%2 0.547

Fredericksburg Tpke 4900 0% 1% 0.087 4900N F1% 2% N N

16-606 Stonewall Jackson Rd

96%

From:To:

Caroline County 7.73 0%2 0.547

Fredericksburg Tpke 4400 0% 1% 0.092 4300G F1% 2% C G

Spotsylvania County Line

96%

From:

To:

Caroline County 3.71 0%2

Caroline County Line

0.618

Sandy Lane Dr 4700 0% 1% 0.088 4700G F1% 2% F G

US 17 Mills Dr

96%

Bus From:

To:

Spotsylvania County 1.36 0%2

Bus US 17

0.65

Tidewater Trail 7800 0% 1% 0.092 8300F F2% 3% C F

88-1301

93%

Bus From:

To:

Spotsylvania County17 3.56 0%2 0.566

Tidewater Trail 21000 0% 1% 0.077 23000F F2% 3% F F

ECL Fredericksburg

93%

Bus From:

To:

Spotsylvania County17 0.97 0%2 0.542

Dixon St 20000 1% 2% 0.084 21000G F1% 3% C G

Ramp from SR 3 Connector

93%

Bus From:

To:

City of Fredericksburg17 0.55 0%2 0.538

Dixon St 8400 1% 1% 0.095 8900G F0% 0% C G

Charles St

98%

Bus From:To:

City of Fredericksburg17 0.26 0%2 0.562

Dixon St 4100 1% 1% 0.095 4300G F0% 0% F G

Princess Anne St

98%

Bus From:

To:

City of Fredericksburg17 0.06 0%2

Dixon St

7000 1% 1% 0.095 7500G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.584

0.733

Princess Anne St 2900 0% 1% 0.107 3100F F1% 0% C F

Bus US 1

98%

BusBusBus From:To:

City of Fredericksburg17P

0.26 0%2

5400 0% 1% 0.09 5700F F1% 0% C F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.587

Princess Anne St 5100 0% 1% 0.082 5400G F0% 0% F G

Bus SR 3 William St

98%

To:

City of Fredericksburg1 17P

17P

0.37 0%2

9200 0% 1% 0.086 9700G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.564

Germanna Hwy 7900 0% 1% 0.089 8500F F0% 0% C F

BUS US 15 Orange Road

ECL Culpeper

99%

From:

To:

From:

Town of Culpeper522 0.96 0%3 0.520

Germanna Hwy 11000 0% 1% 0.09 12000F F1% 1% C F

US 15, US 29

96%To:

Culpeper County522 0.34 0%3 0.509

236/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Germanna Hwy 16000 1% 1% 0.085 16000F F1% 3% C F

US 15, US 29

US 522 Zachary Taylor Hwy

94%

From:To:

From:

Culpeper County522 0.32 0%3 0.573

Germanna Hwy 2800 0% 1% 0.095 2700F F0% 2% F F

23-663 Batna Rd

96%

From:To:

Culpeper County 4.63 0%3

Germanna Hwy 3100 0% 1% 0.094 3000F F0% 2% F F

23-750 Ellis Rd

96%

From:To:

Culpeper County 3.73 0%3

Germanna Hwy 4200 1% 1% 0.075 4200F F1% 3% C F

Orange County Line

95%

From:

To:

Culpeper County 4.37 0%3

Culpeper County Line

Germanna Hwy 3800 1% 1% 0.075 4000F F1% 4% F F

SR 20 Wilderness

93%

From:

To:

Orange County 4.89 0%3

Germanna Hwy 22000 0% 1% 0.082 22000G F0% 2% F G

Spotsylvania County Line

96%

From:

To:

Orange County 0.12 0%3

Orange County Line

0.512

Plank Rd 30000 0% 1% 0.084 30000F F0% 0% C F

88-610 Elys Ford Rd

99%

From:

To:

Spotsylvania County 5.27 0%3

Plank Rd 28000 0% 1% 0.082 28000F F1% 2% F F

88-626 Andora Dr

95%

From:

To:

Spotsylvania County 2.99 0%3 0.602

Plank Rd 36000 0% 1% 0.082 36000F F0% 2% C F

88-627 Gordon Rd

96%

From:

To:

Spotsylvania County 0%3 0.602

Plank Rd 48000 0% 1% 0.084 48000F F0% 1% C F

88-639 Salem Church Rd

97%

From:

To:

Spotsylvania County 0%3 0.599

Plank Rd 67000 0% 1% 0.073 72000G F0% 2% F G

WCL Fredericksburg

96%

From:To:

Spotsylvania County 1.09 0%3 0.579

Plank Rd 72000 0% 1% 0.071 76000G F0% 2% F G

I-95

96%

From:To:

City of Fredericksburg (Maint: 88) 0.34 0%3 0.525

Plank Rd 49000 1% 1% NA 49000G 1% 3% F G

Oakwood St

95%

From:To:

City of Fredericksburg (Maint: 88) 0.61 0%3

Plank Rd 42000 1% 1% 0.073 NAG F1% 3% F

US 1 Jefferson Davis Hwy

95%

From:To:

City of Fredericksburg 0.63 0%3 0.519

William St 37000 1% 1% 0.074 40000G F1% 3% F G

Bus SR 3; Blue and Gray Pkwy

95%

From:

To:

City of Fredericksburg 0.24 0%3

Bus SR 3 William St

0.521

Blue and Grey Parkway 33000 1% 1% 0.077 NAG F1% 3% C

Bus US 1 LaFayette Blvd

95%

From:

To:

City of Fredericksburg 0.53 0%3 0.55

Blue and Grey Parkway 40000 0% 1% 0.083 43000F F0% 0% C F

Bus US 17 SR 2 Dixon St

98%

From:

To:

City of Fredericksburg 1.00 0%3 0.512

Blue and Grey Parkway 37000 0% 1% 0.096 40000F F0% 0% C F

ECL Fredericksburg

99%To:

City of Fredericksburg 0.36 0%3 0.503

246/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Blue and Grey Parkway 37000 0% 1% 0.096 40000F F0% 0% C F

ECL Fredericksburg

Bus SR 3 Kings Highway

99%

From:

To:

From:

Stafford County 0.33 0%3

Bus SR 3

0.503

Kings Hwy 27000 0% 1% 0.09 29000G F1% 2% F G

89-680 Leonard Rd, Federal Dr

97%

From:To:

Stafford County 0.82 0%3 0.502

Kings Hwy 19000 0% 1% 0.09 20000N F1% 4% N N

89-744 Rumford Rd

94%

From:To:

Stafford County 0.16 0%3 0.509

Kings Hwy 19000 0% 1% 0.09 20000G F1% 4% C G

89-601 East Int

94%

From:To:

Stafford County 5.38 0%3 0.509

Kings Hwy 20000 0% 1% 0.096 19000G F1% 2% F G

King George County Line

97%

From:

To:

Stafford County 0.40 0%3

Stafford County Line

0.511

Kings Hwy 17000 0% 1% 0.094 17000G F1% 2% F G

48-605 Bloomsbury Rd; LaGrange Lane

97%

From:

To:

Stafford County 3.68 0%3 0.541

Kings Hwy 16000 0% 1% 0.093 16000G F1% 2% C G

SR 206 Arnolds Corner

97%

From:

To:

King George County 4.79 0%3 0.512

Kings Hwy 15000 0% 1% 0.095 14000G F2% 2% C G

SR 205 Purkins Corner

96%

From:

To:

King George County 2.58 0%3 0.521

Kings Hwy 7200 0% 1% 0.091 7100G F1% 2% F G

US 301 Office Hall

97%

From:

To:

King George County 1.56 0%3 0.625

Kings Hwy 5300 0% 1% 0.087 5200G F2% 3% C G

Westmoreland County Line

93%

From:

To:

King George County 7.18 0%3

King George County Line

0.706

Kings Hwy 4500 0% 1% 0.083 4400G F2% 3% F G

SR 205 Oak Grove

93%

From:To:

Westmoreland County 2.84 0%3 0.662

Kings Hwy 5800 0% 1% 0.081 5700G F2% 3% F G

SR 204 N Of Potomac Mills

93%

From:To:

Westmoreland County 2.83 0%3 0.652

Kings Hwy 5700 0% 1% 0.087 5600G F2% 3% F G

96-624 West

93%

From:To:

Westmoreland County 2.05 0%3 0.648

Kings Hwy 5200 0% 1% 0.081 5100G F2% 3% F G

SR 347 Westmoreland State Park Road

93%

From:To:

Westmoreland County 2.83 0%3 0.656

Kings Hwy 5100 1% 1% 0.086 5000G F1% 3% C G

SR 214 Lerty

94%

From:

To:

Westmoreland County 0.68 0%3 0.657

Kings Hwy 4600 1% 1% 0.083 4500G F1% 3% F G

WCL Montross

94%

From:

To:

Westmoreland County 3.57 0%3 0.614

Kings Hwy 4600 1% 1% 0.083 4500N F1% 3% N N

96-622 Peach Grove St

94%

From:

To:

Town of Montross (Maint: 96) 0.95 0%3 0.614

Kings Hwy 6100 1% 1% 0.085 6000G F1% 3% C G

ECL Montross

95%To:

Town of Montross (Maint: 96) 1.49 0%3 0.605

256/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Kings Hwy 6100 1% 1% 0.085 6000N F1% 3% N N

ECL Montross

SR 202 Cople Hwy

95%

From:To:

From:

Westmoreland County 1.89 0%3 0.605

Kings Hwy 3700 1% 1% 0.084 3600G F1% 3% F G

Richmond County Line

95%

From:

To:

Westmoreland County 5.89 0%3

Westmoreland County Line

0.565

Kings Hwy 4300 0% 1% 0.081 4200G F1% 4% F G

SR 203 Oldhams Rd

93%

From:To:

Richmond County 0.15 0%3 0.5

Historyland Hwy 5400 0% 1% 0.08 5300G F1% 4% C G

79-653 Sanfords Lane

93%

From:To:

Richmond County 1.46 0%3 0.551

Historyland Hwy 5400 0% 1% 0.08 5300N F1% 4% N N

NCL Warsaw

93%

From:

To:

Richmond County 0.79 0%3 0.551

Historyland Hwy 5400 0% 1% 0.08 5300N F1% 4% N N

Bus SR 3 Main St

93%

From:

To:

Town of Warsaw (Maint: 79) 0.20 0%3 0.551

Historyland Hwy 3000 1% 1% 0.086 2900G F2% 8% C G

US 360, SR 3 Bus Richmond Rd

88%

From:

To:

Town of Warsaw (Maint: 79) 1.23 0%3 0.721

Historyland Hwy 6700 1% 2% 0.111 6500G F2% 3% F G

SCL Warsaw

92%

From:

To:

Town of Warsaw (Maint: 79) 0.11 0%3 0.589

Historyland Hwy 4500 1% 2% 0.091 4500G F2% 3% F G

79-620 Richmond Hill Rd

92%

From:

To:

Richmond County 2.37 0%3 0.665

Historyland Hwy 4100 1% 2% 0.084 4100G F2% 3% F G

79-642 Sharps Rd

92%

From:

To:

Richmond County 3.83 0%3 0.523

Historyland Hwy 3200 1% 1% 0.09 3100G F2% 3% C G

79-692, N Farnham Church Rd

93%

From:To:

Richmond County 3.07 0%3 0.539

Historyland Hwy 3000 1% 1% 0.092 3000G F2% 3% C G

79-608 Farnham Creek Rd

93%

From:To:

Richmond County 2.37 0%3 0.510

Historyland Hwy 2700 1% 1% 0.087 2600G F2% 3% C G

Lancaster County Line

93%

From:

To:

Richmond County 2.70 0%3

Richmond County Line

0.517

Historyland Hwy 2400 1% 2% 0.089 2300F F2% 3% C F

SR 201 White Chapel Rd

92%

From:To:

Lancaster County 5.30 0%3 0.539

Historyland Hwy 5100 1% 2% 0.088 5100F F2% 3% F F

51-604 W, Merry Point Rd

92%

From:

To:

Lancaster County 3.48 0%3 0.571

Historyland Hwy 7100 1% 2% 0.085 7000F F2% 3% F F

51-607 Goodluck Rd

92%

From:

To:

Lancaster County 4.36 0%3 0.586

Historyland Hwy 9600 1% 2% 0.087 9500F F2% 3% F F

NCL Kilmarnock

92%

From:

To:

Lancaster County 0.34 0%3 0.584

N Main St 9600 1% 2% 0.087 9500N F2% 3% N N

SR 200 W Int

92%To:

Town of Kilmarnock (Maint: 51) 1.63 0%3 0.584

266/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

S Main St 12000 1% 1% 0.084 11000F F1% 2% F F

SR 200 W Int Church St

SR 200 M Int Irvington Rd

95%

From:To:

From:

Town of Kilmarnock (Maint: 51)200 0.09 0%3 0.525

S Main St 9300 1% 1% 0.089 9100F F1% 2% F F

SCL Kilmarnock

95%

From:To:

Town of Kilmarnock (Maint: 51) 0.62 0%3 0.512

Historyland Hwy 9300 1% 1% 0.089 9100N F1% 2% N N

51-647 Chases Rd

95%

From:To:

Lancaster County 1.82 0%3 0.512

Historyland Hwy 7400 1% 1% 0.093 7400G F1% 2% F G

NCL White Stone

95%

From:To:

Lancaster County 1.67 0%3 0.525

Rappahannock Dr 7400 1% 1% 0.093 7400N F1% 2% N N

SR 200 E Int

95%

From:

To:

Town of White Stone (Maint: 51) 0.39 0%3 0.525

Rappahannock Dr 9500 1% 1% 0.111 9300F A1% 2% C F

SCL White Stone

95%

From:

To:

Town of White Stone (Maint: 51) 0.46 0%3 0.552

Historyland Hwy 6900 1% 1% 0.111 7300A A1% 2% C A

Middlesex Couny Line, Rappahannock River

95%

From:

To:

Lancaster County 1.09 0%3

Lancaster County Line, Rappahannock River

0.552

Greys Point Rd 6100 1% 1% 0.111 6000G A1% 2% C G

SR 33 W, Puller Hwy

95%

From:

To:

Middlesex County 5.84 0%3

SR 33 W; Greys Point Rd

0.552

General Puller Hwy 5500 1% 1% 0.093 5400G F1% 1% C G

SR 33 E; Twiggs Ferry Rd

95%

From:

To:

Middlesex County33 3.45 0%3

SR 33 E Puller Hwy

0.604

Twiggs Ferry Rd 5800 1% 1% 0.088 5700G F1% 1% F G

Mathews County Line

95%

From:

To:

Middlesex County 3.20 0%3

Middlesex County Line

0.534

Twiggs Ferry Rd 5600 0% 1% 0.086 5600G F0% 1% C G

SR 198 East

97%

From:To:

Mathews County 1.37 0%3 0.509

Buckley Hall Rd 6600 0% 1% 0.084 6300G F0% 1% F G

SR 198 W, Dutton Rd

98%

From:To:

Mathews County198 1.55 0%3 0.573

Windsor Rd 5400 0% 1% 0.085 5300G F0% 1% C G

SR 14 John Clayton Memorial Hwy

98%

From:

To:

Mathews County 2.07 0%3

SR 14; Windor Rd, Fort Nonsense

0.6

John Clayton Mem Hwy 9700 0% 1% 0.082 9500G F0% 1% F G

Gloucester County Line

98%

From:

To:

Mathews County14 0.11 0%3

Mathews County Line

0.652

John Clayton Memorial Hwy 12000 0% 1% 0.089 12000G F0% 1% C G

36-623 Ware Neck Rd

98%

From:

To:

Gloucester County14 4.07 0%3 0.64

John Clayton Memorial Hwy 17000 0% 1% 0.090 16000G F0% 1% F G

US 17 Bus Main St, Gloucester CH

98%To:

Gloucester County14 2.18 0%3 0.621

Ramp 6900 0% 1% 0.087 6100G F0% 2% F G

SR 3 E, Plank Rd

I-95 South

96%To:

From:

City of Fredericksburg (Maint: 88) 0.28 0%

East

3

276/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 16000 0.099 17000G F G

SR 3 E, Plank Rd

I-95 NorthTo:

From:

City of Fredericksburg (Maint: 88) 0.28

East

3

Ramp 2600 0.104 7100G F G

SR 3 W, Plank Rd

I-95 SouthTo:

From:

Spotsylvania County

West

3

Ramp at I-95 Exit 130 7100 0.097 17000G F G

SR 3 W, Plank Rd

I-95 NorthTo:

From:

Spotsylvania County

West

3

William St 11000 0% 1% 0.079 12000G F0% 0% F G

SR 3 Blue and Grey Parkway

111-3958 Hanover St

98%

Bus From:To:

From:

City of Fredericksburg 0.14 0%

Bus

3 0.553

William St 8800 0% 1% 0.09 9300G F0% 0% C G

111-3955 College Ave

98%

Bus From:

To:

City of Fredericksburg 0.30 0%3 0.563

William St 9900 0% 1% 0.09 11000G F0% 0% C G

SR 3 Par, Washington Ave

98%

Bus From:

To:

City of Fredericksburg 0.48 0%3 0.541

William St 4900 0% 1% 0.084 5200G F0% 0% C G

Bus US 1 Caroline St

98%

Bus From:

To:

City of Fredericksburg 0.37 0%3

9800 0% 1% 0.092 10000G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.521

William St 5600 0% 1% 0.095 6000G F0% 0% F G

Bus SR 3 Par, Sophia St

98%

Bus From:

To:

City of Fredericksburg 0.07 0%3

12000 0% 1% 0.095 12000G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.579

William St 13000 0% 1% 0.104 13000N F0% 0% N N

WCL Stafford

99%

Bus From:

To:

City of Fredericksburg 0.03 0%3

ECL Fredericksburg

0.546

Kings Hwy 13000 0% 1% 0.104 13000G F0% 0% C G

SR 212 Chatham Heights Rd

99%

Bus From:To:

Stafford County 0.30 0%3 0.546

Kings Hwy 26000 0% 1% 0.092 28000G F1% 1% C G

SR 3 Blue and Grey Parkway

97%To:

Stafford County 1.26 0%3 0.553

Washington Ave 4900 0% 1% 0.095 5200G F0% 0% F G

Bus SR 3 William St

111-3963 Amelia St

98%

Bus From:

To:

From:

City of FredericksburgP

0.07 0%

Bus

3

111-3963, Washington Ave

9800 0% 1% 0.092 10000G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.94

0.521

Amelia St 4000 0% 1% 0.094 4300G F0% 0% C G

111-3973 Sophia St

98%

To:

City of FredericksburgP

0.43 0%3

8900 0% 1% NA 9500G 0% 0% C G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

286/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Sophia St 6000 0% 1% 0.099 6400G F0% 0% F G

111-3973, Amelia St

Bus SR 3 William St

98%

To:

From:

City of FredericksburgP

0.07 0%

Bus

3

12000 0% 1% 0.095 12000G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.579

Main St 12000 1% 1% 0.084 12000N F1% 3% N N

SR 3 Historyland Hwy

US 360 Richmond Rd

95%

Bus From:

To:

From:

Town of Warsaw (Maint: 79) 0.77 0%

Bus

3

US 360; Main St

0.609

Richmond Rd 12000 1% 1% 0.084 12000G F1% 3% F G

SR 3 Historyland Hwy

95%To:

Town of Warsaw (Maint: 79)360 0.78 0%3 0.609

Buggs Island Rd 500 1% 1% 0.12 490G F0% 1% C G

North Carolina State Line

South End Of John H. Kerr Dam

96%

From:

To:

From:

Mecklenburg County 4.53 0%4 0.58

Buggs Island Rd 920 1% 1% 0.100 900N F0% 1% N N

North End of John H. Kerr Dam

98%

From:

To:

Mecklenburg County (Maint: 999) 0.53 0%4 0.523

Buggs Island Rd 920 1% 1% 0.100 900G F0% 1% C G

58-707 China Grove Rd, Castle Heights

98%

From:

To:

Mecklenburg County 1.46 0%4 0.523

Buggs Island Rd 1000 1% 1% 0.093 1000G F0% 2% C G

US 58 Gills

95%To:

Mecklenburg County 4.50 0%4 0.522

Main St 14000 2% 1% 0.097 16000G F2% 1% C G

25th St

Williamsburg Rd

94%

From:

To:

From:

City of Richmond60 0.30 0%5

Williamsburg Ave

0.585

Main St 13000 1% 1% 0.099 15000G F1% 0% C G

Nicholson St

97%

From:To:

City of Richmond 0%5 0.654

Main St 10000 1% 1% 0.103 11000G F1% 0% F G

ECL Richmond

97%

From:To:

City of Richmond 0.26 0%5 0.729

Osborne Tpke 8600 0% 1% 0.105 9200G F2% 1% C G

New Market Rd

97%

From:

To:

Henrico County 1.99 0%5

Osborne Tpke

0.743

New Market Rd 7200 1% 1% 0.108 7600G F2% 1% C G

Laburnum Ave

96%

From:To:

Henrico County 2.13 0%5 0.662

New Market Rd 7700 1% 1% 0.107 8100G F2% 1% F G

I-295

96%

From:

To:

Henrico County 3.27 0%5 0.605

New Market Rd 1700 1% 1% 0.116 1800G F1% 2% C G

Willis Church Rd

96%

From:

To:

Henrico County 4.70 0%5 0.675

New Market Rd 1900 0% 1% 0.12 1900G F1% 2% C G

Charles City County Line

96%

From:

To:

Henrico County156 1.72 0%5

Henrico County Line

0.644

John Tyler Memorial Hwy 1900 0% 2% 0.111 1800F F1% 0% C F

SR 156 E Int

97%To:

Charles City County156 4.34 0%5 0.533

296/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

John Tyler Memorial Hwy 6000 0% 1% 0.106 5900F F1% 2% F F

SR 156 E Int

18-609 Barnetts Rd

97%

From:To:

From:

Charles City County 3.69 0%5 0.505

John Tyler Memorial Hwy 2300 0% 1% 0.088 2200F F0% 0% C F

SR 155 Charles City CH

98%

From:To:

Charles City County 5.68 0%5 0.565

John Tyler Memorial Hwy 2200 1% 2% 0.094 2200F F3% 6% C F

18-632 Tyler's Mill Rd

89%

From:

To:

Charles City County 3.81 0%5

18-632 Tylers Mill Rd

0.561

John Tyler Memorial Hwy 2900 1% 1% 0.099 2800F F1% 3% C F

James City County Line, Chickahominy Bridge

94%

From:

To:

Charles City County 9.23 0%5

Charles City County Line, Chickahominy Bridge

0.568

John Tyler Memorial Hwy 3300 0% 1% 0.096 3200G F2% 1% C G

47-5000 Monticello Ave

95%

From:

To:

James City County 3.33 0%5 0.546

John Tyler Memorial Hwy 2700 0% 1% 0.093 2900G F3% 1% C G

47-614 Centerville Rd

94%

From:

To:

James City County 1.29 0%5 0.535

John Tyler Memorial Hwy 6600 1% 1% 0.095 7000G F0% 0% F G

47-615 Ironbound Rd

98%

From:

To:

James City County 2.04 0%5 0.535

John Tyler Memorial Hwy 9400 1% 1% 0.09 9900G F0% 0% C G

47-652 Stanley Dr

98%

From:

To:

James City County 1.51 0%5 0.602

John Tyler Memorial Hwy 16000 1% 1% 0.087 17000G F0% 0% F G

SR 199, 46-616

98%

From:

To:

James City County 0.29 0%5 0.578

33000 0% 1% 0.088 35000G F1% 1% F G

WCL Williamsburg

97%

From:

To:

James City County199 0.22 0%5 0.565

33000 0% 1% 0.088 35000G F1% 1% F G

SR 31, SR 199

97%

From:

To:

City of Williamsburg (Maint: 47)199 0.24 0%5

SR 31 Jamestown Rd; SR 199

0.565

Jamestown Rd 6700 0% 1% 0.109 7100G F1% 0% F G

137-7073 John Tyler Memorial Hwy

98%

From:To:

City of Williamsburg 0.27 0%5 0.620

Jamestown Rd 7300 0% 1% 0.097 7700G F1% 0% C G

137-7075 Boundary St

98%

From:

To:

City of Williamsburg 1.50 0%5

Jamestown Rd

0.616

Boundary St 7500 0% 1% 0.096 8000G F1% 0% F G

Francis St

98%

From:

To:

City of Williamsburg 0.07 0%5

Boundary St

0.559

Francis St 5800 0% 1% 0.106 6100G F1% 0% F G

SR 132 Henry St

98%

From:

To:

City of Williamsburg 0.09 0%5

Francis St

0.527

Henry St 3700 0% 1% 0.081 3900G F1% 0% F G

SR 162 Lafayette St

98%

From:

To:

City of Williamsburg132 0.38 0%5

SR 132 Henry St

0.618

Lafayette St 8300 1% 1% 0.105 8900G F0% 0% F G

Capital Landing Rd

97%To:

City of Williamsburg 0.33 0%5 0.531

306/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Lafayette St 7000 1% 1% 0.104 7400G F0% 0% C G

Capital Landing Rd

US 60 Page St

97%

From:To:

From:

City of Williamsburg 0.73 0%5 0.551

Page St 11000 0% 1% 0.09 12000G F0% 0% C G

Second St

98%

From:To:

City of Williamsburg60 0.25 0%5 0.567

Page St 12000 0% 1% 0.092 13000G F0% 0% F G

US 60 Page St

98%

From:To:

City of Williamsburg60 0.31 0%5 0.576

Capitol Landing Rd 5500 0% 1% 0.079 5800G F0% 0% C G

SR 143 Merrimac St

98%To:

City of Williamsburg 0.62 0%5 0.543

Ramp 2600 0.121 2700G F G

SR 5 E, New Market Rd

I-295 EastTo:

From:

Henrico County 0.25

East

5

Ramp 1800 0.149 1700G F G

SR 5 E, New Market Rd

I-295 WestTo:

From:

Henrico County 0.22

East

5

Ramp 610 0.158 650G F G

SR 5 W, New Market Rd

I-295 EastTo:

From:

Henrico County 0.18

West

5

Ramp 730 0.141 780G F G

SR 5 W, New Market Rd

I-295 WestTo:

From:

Henrico County

West

5

Afton Mountain Rd 660 0% 1% 0.114 640F F0% 2% F F

US 250 Rockfish Gap Trnpk

SR 151 Critzers Shop Rd

96%

From:

To:

From:

Nelson County 3.72 0%6

SR 151 Avon

0.577

7600 1% 1% 0.089 7000G F1% 5% C G

SR 151 Martins Store

93%

From:

To:

Nelson County151 6.22 0%6

SR 151 Rockfish Valley Hwy

0.589

River Rd 4400 1% 1% 0.093 4400G F1% 7% C G

US 29 W, Thomas Nelson Hwy

90%

From:To:

Nelson County 5.79 0%6 0.552

Thomas Nelson Hwy 11000 1% 1% 0.091 10000F F1% 2% F F

US 29 E, Thomas Nelson Hwy

96%

From:To:

Nelson County29 3.94 0%6 0.679

Irish Rd 2200 0% 0% 0.104 2100F F0% 0% C F

Albemarle County Line

99%

From:

To:

Nelson County 3.43 0%6

Nelson County Line

0.794

Irish Rd 950 1% 3% 0.107 930G F1% 2% C G

02-627 Porters Rd

94%

From:

To:

Nelson County (Maint: 02) 7.19 0%6 0.619

Irish Rd 1100 1% 2% 0.104 1100G F1% 2% C G

SR 20 W, Scottsville Rd

94%

From:

To:

Albemarle County 5.68 0%6 0.6

Valley Rd 6200 1% 3% 0.108 6100G F1% 2% F G

WCL Scottsville

94%To:

Albemarle County20 0.28 0%6 0.693

316/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Valley Rd 6200 1% 3% 0.108 6100N F1% 2% N N

WCL Scottsville

SR 20 E; Main St

94%

From:

To:

From:

Town of Scottsville (Maint: 02)20 0.30 0%6

SR 20 E, Valley St

0.693

Main St 3100 1% 1% 0.1 3100G F1% 1% F G

Fluvanna County Line

97%

From:

To:

Town of Scottsville (Maint: 02) 0.28 0%6

Albemarle County Line

0.515

Main St 2300 1% 1% 0.097 2300G F1% 1% C G

32-675 Canal St

97%

From:To:

Town of Scottsville (Maint: 32) 0.24 0%6 0.510

West River Rd 2300 1% 1% 0.097 2300N F1% 1% N N

ECL Scottsville

97%

From:To:

Town of Scottsville (Maint: 32) 0.08 0%6 0.510

West River Rd 2300 1% 1% 0.097 2300N F1% 1% N N

32-620 Rolling Road South

97%

From:

To:

Fluvanna County 7.98 0%6 0.510

West River Rd 2000 0% 1% 0.103 2000G F1% 2% C G

32-612 Winnsville Dr

95%

From:

To:

Fluvanna County 5.30 0%6 0.605

West River Rd 950 1% 1% 0.099 960G F1% 2% C G

US 15 James Madison Hwy

95%

From:

To:

Fluvanna County 2.26 0%6

US 15 Fork Union

0.628

James Madison Hwy 3600 2% 2% 0.082 3700G F1% 4% F G

US 15 Dixie

91%

From:

To:

Fluvanna County15 1.99 0%6

US 15 James Madison Hwy

0.636

East River Rd 1600 1% 1% 0.092 1600G F1% 6% C G

WCL Columbia

91%

From:

To:

Fluvanna County 4.28 0%6 0.518

Saint James St 1600 1% 1% 0.092 1600N F1% 6% N N

Goochland County Line, ECL Columbia

91%

From:

To:

Town of Columbia (Maint: 32) 0.64 0%6

Fluvanna County Line, ECL Columbia

0.518

River Rd West 1700 1% 1% 0.1 1700G F1% 9% C G

SR 45 Georges Tavern

88%

From:To:

Goochland County 6.01 0%6 0.561

River Rd West 3600 1% 1% 0.085 3500G F1% 9% F G

37-600 Rock Castle Rd

88%

From:To:

Goochland County 6.47 0%6 0.621

River Rd West 4500 1% 1% 0.101 4400G F1% 9% F G

US 522 W, Sandy Hook Rd

88%

From:

To:

Goochland County 3.41 0%6

W US 522

0.655

River Road West 6200 0% 1% 0.087 6100G F1% 3% F G

E US 522

95%

From:

To:

Goochland County522 1.74 0%6

US 522 E, Maidens Rd

0.526

River Rd West 3900 0% 1% 0.107 3900G F1% 0% F G

37-628 Lee Rd

98%

From:

To:

Goochland County 4.95 0%6 0.696

River Rd West 5200 0% 1% 0.107 5100G F1% 0% F G

37-621 Manakin Rd

98%

From:

To:

Goochland County 6.62 0%6 0.555

Patterson Ave 8900 0% 1% 0.122 8800G F2% 2% C G

SR 288

95%To:

Goochland County 1.84 0%6 0.602

326/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Patterson Ave 22000 0% 1% 0.106 23000G F1% 0% C G

SR 288

Henrico County Line

98%

From:

To:

From:

Goochland County 2.36 0%6

Goochland County Line

0.549

Patterson Ave 20000 0% 0% 0.114 23000G F0% 0% F G

Pump Rd

99%

From:To:

Henrico County 1.04 0%6 0.539

Patterson Ave 23000 0% 0% 0.107 26000G F0% 0% F G

Gaskins Rd

99%

From:To:

Henrico County 0.69 0%6 0.54

Patterson Ave 20000 0% 0% 0.102 23000G F0% 0% F G

Starling Dr

99%

From:To:

Henrico County 1.04 0%6 0.549

Patterson Ave 19000 0% 0% 0.098 22000G F0% 0% F G

Parham Rd

99%

From:

To:

Henrico County 0.52 0%6 0.51

Patterson Ave 17000 0% 0% 0.096 20000G F0% 0% F G

Forest Ave

99%

From:

To:

Henrico County 0.97 0%6 0.597

Patterson Ave 14000 0% 0% 0.144 16000A A0% 0% C A

WCL Richmond

99%

From:

To:

Henrico County 0.94 0%6 0.585

Patterson Ave 11000 1% 0% 0.108 12000G F0% 0% C G

Libbie Ave

99%

From:

To:

City of Richmond 1.30 0%6 0.507

Patterson Ave 9700 1% 1% 0.118 11000G F0% 0% C G

Malvern Ave

99%

From:

To:

City of Richmond 1.67 0%6 0.531

Patterson Ave 7900 1% 1% 0.117 9100G F0% 0% C G

Thompson St

98%

From:

To:

City of Richmond 0.38 0%6 0.537

Kensington Ave 1800 0% 0% 0.127 2100G F0% 0% C G

Boulevard

99%To:

City of Richmond 0.71 0%6 0.594

Tidbit Trail 560 NA NAR

SR 6 River Rd

US 29 Thomas Nelson HwyTo:

From:

Nelson County 0.20

Wye

6

Boscawen St 1200 0% 1% 0.102 1300F F1% 1% F F

US 50, US 522 Par, Braddock St

US 11 Cameron St

97%

From:

To:

From:

City of Winchester50 522P

0.18 0%7

Boscawen St

8500 0% 1% 0.091 9000F F0% 0% F F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.525

Cameron St 5700 1% 1% 0.088 6000F F0% 0% F F

Piccadilly St

98%

From:

To:

City of Winchester11P

11P

50 0.17 0%7

US 11 Cameron St

11000 1% 1% 0.088 11000F F0% 0% F F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.643

0.504

Piccadilly St 8600 1% 1% 0.095 9200F F1% 2% F F

East Lane

96%

From:

To:

City of Winchester 0.18 0%7

Piccadilly St

0.543

East Lane 7900 1% 1% 0.097 8400F F1% 2% C F

Fairfax Lane

96%To:

City of Winchester 0.02 0%7 0.515

336/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

National Ave 8200 0.092 8700F F F

Highland Ave

138-5213 Pleasant Valley RdFrom:

To:

From:

City of Winchester 0.327 0.571

Berryville Ave 21000 0% 1% 0.087 22000F F0% 0% C F

Ross St

99%

From:To:

City of Winchester 0.79 0%7 0.538

Berryville Ave 28000 1% 1% 0.084 30000G F1% 2% F G

I-81; ECL Winchester

96%

From:To:

City of Winchester (Maint: 34) 0.16 0%7 0.578

Berryville Pike 12000 1% 1% 0.078 13000F F1% 5% F F

Clarke County Line

93%

From:

To:

Frederick County 3.69 0%7

Frederick County Line

0.538

Harry Flood Byrd Hwy 24000 1% 1% 0.106 26000A A1% 5% C A

Bus SR 7 West of Berryville

93%

From:

To:

Clarke County 3.80 0%7 0.652

Harry Flood Byrd Hwy 22000 1% 1% 0.088 24000G F1% 5% F G

US 340 North of Berryville

93%

From:

To:

Clarke County 1.45 0%7 0.701

Harry Flood Byrd Hwy 20000 1% 1% 0.093 21000G F1% 5% F G

Bus SR 7 East of Berryville

93%

From:

To:

Clarke County 1.65 0%7 0.771

Harry Flood Byrd Hwy 20000 0% 1% 0.095 23000G F1% 2% F G

21-606 River Rd

96%

From:

To:

Clarke County 4.16 0%7 0.792

Harry Flood Byrd Hwy 21000 0% 1% 0.098 24000G F1% 2% F G

Loudoun County Line

96%

From:

To:

Clarke County 2.51 0%7

Clarke County Line

0.822

Harry Flood Byrd Hwy 28000 0% 1% 0.099 31000F F1% 2% F F

53-760 Near Bluemont

96%

From:

To:

Loudoun County 0.89 0%7 0.797

Harry Flood Byrd Hwy 27000 1% 1% 0.119 28000F A0% 1% C F

Bus SR 7 West of Round Hill

97%

From:To:

Loudoun County 3.02 0%7 0.799

Harry Flood Byrd Hwy 28000 0% 1% 0.096 31000F F1% 2% F F

Bus SR 7 West of Purcellville

96%

From:To:

Loudoun County 1.07 0%7 0.801

Harry Flood Byrd Hwy 31000 0% 1% 0.096 35000F F1% 2% F F

WCL Purcellville

96%

From:To:

Loudoun County 2.07 0%7 0.792

Harry Flood Byrd Hwy 31000 0% 1% 0.096 35000F F1% 2% F F

ECL Purcellville

96%

From:To:

Town of Purcellville (Maint: 53) 0.94 0%7 0.792

Harry Flood Byrd Hwy 31000 0% 1% 0.096 35000F F1% 2% F F

SR 287 North of Purcellville

96%

From:

To:

Loudoun County 0%7 0.792

Harry Flood Byrd Hwy 48000 0% 1% 0.093 53000F F1% 2% F F

53-704 Hamilton Station Rd

96%

From:

To:

Loudoun County 0%7 0.757

Harry Flood Byrd Hwy 47000 0% 1% 0.093 53000F F1% 2% F F

SR 9, Bus SR 7 Clarkes Gap

96%

From:

To:

Loudoun County 2.37 0%7 0.77

Harry Flood Byrd Hwy 55000 0% 1% 0.118 60000A A1% 1% C A

Bus SR 7; WCL Leesburg

97%To:

Loudoun County 2.38 0%7 0.780

346/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Market St West 50000 0% 1% 0.083 55000F F1% 1% F F

Bus SR 7; WCL Leesburg

US 15 King St

97%

From:To:

From:

Town of Leesburg (Maint: 53) 1.85 0%7 0.744

Leesburg Bypass 65000 1% 1% 0.082 69000F F1% 1% F F

SR 267

96%

From:To:

Town of Leesburg15 0.44 0%7 0.725

Leesburg Bypass 43000 1% 1% 0.079 NAG F1% 1% C

US 15, BUS SR 7 Market St

96%

From:To:

15 0%7 0.538

Market St East 55000 0% 1% 0.072 59000G F1% 1% F G

ECL Leesburg

97%

From:To:

Town of Leesburg (Maint: 53) 0%7 0.551

Harry Flood Byrd Hwy 99000 0% 1% 0.079 105000F F1% 1% F F

53-901 Claiborne Pkwy; 53-2400 Landsowne Blvd

97%

From:

To:

Loudoun County 2.38 0%7 0.642

Harry Flood Byrd Hwy 69000 0% 1% 0.077 73000G B1% 1% F G

SR 28 Sully Rd

97%

From:

To:

Loudoun County 2.93 0%7 0.538

Harry Flood Byrd Hwy 62000 0% 1% 0.08 66000F F1% 1% F F

Fairfax County Line

97%

From:

To:

Loudoun County 4.13 0%7

Loudoun County Line

0.549

Leesburg Pike 62000 0% 1% 0.08 66000N F1% 1% N N

SR 286 Fairfax County Pkwy

97%

From:

To:

Fairfax County 0.29 0%7 0.549

Leesburg Pike 42000 0% 1% 0.072 45000G F1% 1% F G

SR 193 Georgetown Pike

97%

From:

To:

Fairfax County 1.40 0%7 0.601

Leesburg Pike 41000 0% 1% 0.075 44000G F1% 1% F G

SR 267 Dulles Toll Rd

97%

From:

To:

Fairfax County 7.29 0%7 0.6

Leesburg Pike 60000 0% 1% 0.075 NAG F1% 1% F

SR 123 Tysons Corner

97%

From:To:

Fairfax County 1.15 0%7 0.525

Leesburg Pike 64000 0% 1% 0.085 68000G F1% 1% F G

I-495 Captital Beltway

97%

From:To:

Fairfax County 0.88 0%7 0.761

Leesburg Pike 31000 0% 1% 0.079 33000G F1% 1% F G

I-66

97%

From:To:

Fairfax County 1.43 0%7 0.633

Broad St 23000 0% 1% 0.084 24000N F1% 1% N N

WCL Falls Church

97%

From:To:

Fairfax County 0.52 0%7 0.503

Broad St 23000 0% 1% 0.084 24000F F1% 1% F F

110-6749 West St

97%

From:

To:

City of Falls Church 0.38 0%7 0.503

Broad St 18000 0% 1% 0.087 19000F F1% 1% F F

US 29 Washington St

97%

From:

To:

City of Falls Church 0.93 0%7 0.508

Broad St 15000 0% 1% 0.095 16000F F1% 1% F F

110-6799 Cherry St

97%

From:

To:

City of Falls Church 0.34 0%7 0.518

Broad St 15000 0% 1% 0.092 16000F F1% 1% F F

ECL Falls Church

97%To:

City of Falls Church 0.53 0%7 0.522

356/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Leesburg Pike 13000 0% 1% 0.083 14000G F1% 1% F G

ECL Falls Church

US 50 Arlington Blvd

97%

From:To:

From:

Fairfax County 0.23 0%7 0.636

Leesburg Pike 25000 0% 1% 0.076 27000G F1% 1% F G

29-2327 Patrick Henry Dr

97%

From:To:

Fairfax County 0.50 0%7 0.512

Leesburg Pike 27000 0% 1% 0.077 29000G F1% 1% F G

SR 244 Baileys Cross Roads

97%

From:To:

Fairfax County 1.57 0%7 0.538

Leesburg Pike 24000 0% 1% 0.077 26000G F1% 1% F G

29-2503 Jefferson St

97%

From:To:

Fairfax County 0.69 0%7 0.513

Leesburg Pike 27000 0% 1% 0.078 29000G F1% 1% F G

WCL Alexandria

97%

From:

To:

Fairfax County 0.46 0%7 0.552

King St 32000 0% 1% 0.075 34000G F1% 1% F G

I-395

97%

From:

To:

City of Alexandria 1.09 0%7 0.533

King St 14000 0% 1% 0.08 15000G F1% 1% F G

Braddock Rd

97%

From:

To:

City of Alexandria 0.65 0%7 0.546

King St 8800 0% 1% 0.093 9400G F1% 1% F G

Russell Rd

97%

From:

To:

City of Alexandria 1.91 0%7 0.522

King St 8200 0% 1% 0.086 8800G F1% 1% F G

West St

97%

From:

To:

City of Alexandria 0.38 0%7 0.64

King St 4200 0% 1% 0.075 4400G F1% 1% F G

Washington St

97%To:

City of Alexandria 0.48 0%7 0.615

Ramp to I-81 S at Exit 315 8600 0.086 8600G F G

SR 7

I-81 SouthTo:

From:

Frederick County 0.207

Ramp to I-81 N at Exit 315 6500 0.088 6500G F G

SR 7 Berryville Pike

I-81 NorthTo:

From:

Frederick County 0.207

Ramp NA NA NA

SR 07-E062B SR 07-W062B From Rt 7

SR 07- 62C To Commuter LotFrom:

To:

From:

Fairfax County 0.157

Ramp 6700 0.079 6700G F G

I-66 EastTo:

Fairfax County 0.147

Ramp NA NA NA

SR 07- 62B To Commuter Lot

From SR 7 East & WestTo:

From:

Fairfax County 0.137

Ramp 14000 0.076 14000G F G

SR 7 SR 07-W060A To Rt 495 South

I-495-S048X From Rt 7 East00- Leesburg PikeTo:

From:

Fairfax County 0.24

East

7

366/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp From SR 7 EB to I-495 NB 15000 0.076 15000G F G

SR 7 Leesburg Pike EB

I-495 Capital Beltway Inner Loop NBTo:

From:

Fairfax County

East

7

Ramp 11000 0.075 11000G F G

SR 7 Leesburg Pike

SR 07-E062B TO RT 66 EASTEast From:

To:

From:

Fairfax County 0.08

East

7

Ramp 7400 0.086 7400G F G

I-66 WestTo:

Fairfax County 0.147

Ramp 4600 0% 1% 0.105 4900G F1% 1% F G

SR 07-E062A To Rt 66 East

SR 07-W062B SR 07- 62B From Rt 7

97%To:

From:

Fairfax County 0.35 0%

East

7

Ramp 11000 0.088 11000G F G

SR 7; 30th St. To Rt 395

SR 07-E069B TO RT 395 NORTH & SOUTHEast From:

To:

From:

City of Alexandria (Maint: 00) 0.11

East

7

Ramp 26000 0.080 26000G F G

I-395-S FROM RT 7 EAST00- KING STTo:

City of Alexandria (Maint: 00) 0.137

Ramp 8800 0.088 8800G F G

SR 07-E069A To Rt 395 North & South

I-395-N From Rt 7 East00- King StTo:

From:

City of Alexandria (Maint: 00) 0.23

East

7

Ramp 3200 0.109 3200G F G

SR 7 SR 07-E060A To Rt 495 South

I-495-S048X From Rt 7 West00- Leesburg PikeTo:

From:

Fairfax County

West

7

Ramp From SR 7 WB to I-495 NB 8300 0.076 8300G F G

SR 7 Leesburg Pike WB

I-495 Capital Beltway Inner Loop NBTo:

From:

Fairfax County

West

7

Ramp 2900 0.095 2900G F G

SR 7 Broad St; Leesburg Pike

I-66 WestTo:

From:

Fairfax County 0.15

West

7

Ramp NA NA NA

SR 7 TO RT 66 EAST & COMMUTER LOT

SR 07-E062B SR 07- 62B FROM RT 7To:

From:

Fairfax County 0.13

West

7

Ramp NA NA NA

SR 7 TO RT 395 NORTH & SOUTH

SR 7 TO RT 395 NORTH & SOUTHTo:

From:

Arlington County 0.25

West

7

Ramp NA NA NA

SR 7 West

Ramps to I-395 South and I-395 North

West From:

To:

From:

Arlington County 0.12

West

7

Ramp from SR 7 West

Ramp 4100 0.18 4100G F G

I-395 NorthTo:

Arlington County 0.077

376/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Braddock St 5100 1% 1% 0.089 5400F F0% 0% F F

US 50 Boscawen St

Piccadilly St

98%

From:

To:

From:

City of WinchesterP

522P

11P

50P

0.17 0%7

Braddock St

11000 1% 1% 0.088 11000F F0% 0% F F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.670

0.504

Piccadilly St 7300 0% 1% 0.096 7800F F0% 0% C F

SR 7 Cameron St

99%

To:

City of WinchesterP

50 522P

0.18 0%7

8500 0% 1% 0.091 9000F F0% 0% F F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.630

0.525

West Main St 5800 1% 1% 0.106 5700G F0% 0% C G

SR 7 West of Berryville

WCL Berryville

98%

Bus From:To:

From:

Clarke County 0.80 0%

Bus

7 0.548

West Main St 5800 1% 1% 0.106 5700N F0% 0% N N

US 340 Berryville

98%

Bus From:

To:

Town of Berryville (Maint: 21) 0.86 0%7 0.548

East Main St 4800 1% 1% 0.102 4800G F0% 2% C G

ECL Berryville

96%

Bus From:

To:

Town of Berryville (Maint: 21) 1.12 0%7 0.676

East Main St 4800 1% 1% 0.102 4800N F0% 2% N N

SR 7 East of Berryville

96%To:

Clarke County 0.27 0%7 0.676

Market St 11000 0% 0% 0.105 12000F F0% 0% F F

SR 7 West of Leesburg

WCL Leesburg

99%

Bus From:

To:

From:

Loudoun County 0.19 0%

Bus

7 0.779

Market St 11000 0% 0% 0.105 12000F F0% 0% F F

Fairview St

99%

Bus From:

To:

Town of Leesburg 0.02 0%7 0.779

Market St 8700 0% 0% 0.101 9200F F0% 0% C F

253-4206 Loudoun St

99%

Bus From:To:

Town of Leesburg 0.25 0%7 0.750

Market St 6100 0% 0% 0.106 6400F F0% 0% F F

253-4205 Ayr St

99%

Bus From:To:

Town of Leesburg 0.27 0%7 0.801

Market St 6800 0% 0% 0.091 7100F F0% 0% F F

Bus US 15

99%

Bus From:To:

Town of Leesburg 0.36 0%7 0.683

Market St 7100 0% 1% 0.075 7600G F0% 0% F G

Church St

98%

Bus From:

To:

Town of Leesburg 0.09 0%7 0.506

Market St 7300 0% 1% 0.085 7800F F0% 0% C F

253-4206 Loudoun St

98%

Bus From:

To:

Town of Leesburg 0.23 0%7 0.607

Market St 15000 0% 1% 0.088 16000F F0% 0% F F

253-4200 Catoctin Circle

98%

Bus From:

To:

Town of Leesburg 0.27 0%7 0.517

Market St 26000 0% 1% 0.08 NAG F0% 0% F

US 15; SR 7

98%To:

Town of Leesburg 0.71 0%7 0.585

386/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Loudoun Street West 2000 1% 1% 0.112 2100F F1% 0% C F

SR 7 West Of Round Hill

WCL Round Hill

97%

Bus From:To:

From:

Loudoun County 0.31 0%

Bus

7 0.542

Loudoun St 2000 1% 1% 0.112 2100N F1% 0% N N

53-719 Main St

97%

Bus From:To:

Town of Round Hill (Maint: 53) 0.32 0%7 0.542

Loudoun St 4300 0% 1% 0.112 4500G F1% 0% F G

ECL Round Hill

97%

Bus From:To:

Town of Round Hill (Maint: 53) 0.25 0%7 0.542

Loudoun Street East 4300 0% 1% 0.096 4500N F1% 0% N N

SR 7 Between Round Hill and Purcellville

97%

Bus From:To:

Loudoun County 0.24 0%7 0.611

Loudoun Street East 9500 0% 1% 0.107 10000F F1% 0% C F

WCL Purcellville

97%

Bus From:

To:

Loudoun County 1.66 0%7 0.605

Main St 9500 0% 1% 0.107 10000N F1% 0% N N

SR 287 Berlin Tpke

97%

Bus From:

To:

Town of Purcellville (Maint: 53) 2.06 0%7 0.605

Colonial Highway 6900 0% 1% 0.096 7300N F1% 0% N N

ECL Purcellville

97%

Bus From:

To:

Town of Purcellville (Maint: 53) 0.07 0%7 0.588

Colonial Highway 6900 0% 1% 0.096 7300F F1% 0% F F

WCL Hamilton

97%

Bus From:

To:

Loudoun County 1.00 0%7 0.588

West Colonial Hwy 6900 0% 1% 0.096 7300N F1% 0% N N

ECL Hamilton

97%

Bus From:

To:

Town of Hamilton (Maint: 53) 0.96 0%7 0.588

Colonial Highway 6900 0% 1% 0.096 7300N F1% 0% N N

SR 7, SR 9 Clarkes Gap

97%To:

Loudoun County 2.41 0%7 0.588

Salem Hwy 1500 1% 1% 0.107 1500F F1% 2% C F

North Carolina State Line

SR 103 Dry Pond Hwy South of Stuart

97%

From:

To:

From:

Patrick County 5.08 0%8

SR 103 South Of Stuart Dry Pond Hwy

0.509

Salem Hwy 3900 1% 1% 0.097 3900F F1% 2% C F

SCL Stuart

95%

From:To:

Patrick County 3.42 0%8 0.573

Patrick Ave 3900 1% 1% 0.097 3900N F1% 2% N N

Bus US 58

95%

Bus From:

To:

Town of Stuart (Maint: 70) 0%8 0.573

West Blue Ridge St 2500 1% 1% 0.097 2500F F0% 0% C F

WCL Stuart

98%

Bus From:

To:

Town of Stuart (Maint: 70)58 1.00 0%8 0.595

2500 1% 1% 0.106 2500N F0% 0% N N

Bus US 58

98%

From:

To:

Patrick County58 0.51 0%8 0.521

Jeb Stuart Hwy 4800 1% 1% 0.097 4700F F1% 4% C F

US 58 North

92%To:

Patrick County58 2.01 0%8 0.595

396/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Woolwine Hwy 2700 1% 1% 0.094 2700F F1% 3% C F

US 58 N, Jeb Stuart Hwy

SR 57 Fairystone Park Hwy

94%

From:To:

From:

Patrick County 3.89 0%8 0.577

Woolwine Hwy 1900 1% 2% 0.099 1900F F1% 3% C F

SR 40 Woolwine

93%

From:To:

Patrick County 6.22 0%8 0.511

Woolwine Hwy 1000 1% 2% 0.097 1000F F2% 4% C F

Floyd County Line

92%

From:

To:

Patrick County 6.14 0%8

Patrick County Line

0.505

Parkway Lane South 1100 2% 2% 0.102 1100F F1% 4% C F

Blue Ridge Parkway

91%

From:To:

Floyd County 0.34 0%8 0.551

Parkway Lane South 1900 1% 2% 0.098 1900F F1% 3% C F

SCL Floyd

93%

From:

To:

Floyd County 5.69 0%8 0.514

South Locust St 1900 1% 2% 0.098 1900N F1% 3% N N

US 221 Main St

93%

From:

To:

Town of Floyd (Maint: 31) 0.27 0%8 0.514

North Locust St 6200 1% 1% 0.089 6400G F1% 2% F G

NCL Floyd

96%

From:

To:

Town of Floyd (Maint: 31) 0.30 0%8 0.558

Webbs Mill Rd 6200 1% 1% 0.089 6400N F1% 2% N N

31-730 Ridge View Rd

96%

From:

To:

Floyd County 4.07 0%8 0.558

Webbs Mill Rd 4500 1% 1% 0.118 4700A A1% 2% C A

Montgomery County Line

96%

From:

To:

Floyd County 5.95 0%8

Floyd County Line

0.605

Riner Rd 6400 1% 1% 0.098 6800G F1% 2% F G

60-658 N of Riner; Meadow Creek Rd

96%

From:

To:

Montgomery County 5.99 0%8 0.584

Riner Rd 10000 1% 1% 0.100 11000G F1% 2% F G

SCL Christiansburg near I-81

96%

From:To:

Montgomery County 3.26 0%8 0.66

W Main St 12000 1% 1% 0.103 13000G F0% 1% F G

Old SCL Christiansburg

97%

From:To:

Montgomery County 0%8 0.567

W Main St 10000 1% 1% 0.097 11000G F0% 1% C G

US 11; Radford St

97%To:

Town of Christiansburg 0%8 0.568

Ramp to I-81 N at Exit 101 3600 0.154 3800G F G

SR 8 W Main St

I-81 NorthTo:

From:

Town of Christiansburg (Maint: 60) 0.208

Ramp to I-81 S at Exit 101 2100 0.116 2200G F G

SR 8 W Main St

I-81 SouthTo:

From:

Town of Christiansburg (Maint: 60)8

Charles Town Pike 16000 0% 1% 0.086 16000F F1% 1% F F

West Virginia State Line

53-671 Harpers Ferry Rd

97%

From:

To:

From:

Loudoun County 3.10 0%9 0.776

Charles Town Pike 6500 1% 1% 0.142 6700F B1% 2% F F

WCL Hillsboro

96%To:

Loudoun County 1.80 0%9 0.591

406/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Charles Town Pike 6500 1% 1% 0.142 6700N B1% 2% N N

WCL Hillsboro

ECL Hillsboro

96%

From:To:

From:

Town of Hillsboro (Maint: 53) 0.41 0%9 0.591

Charles Town Pike 6500 1% 1% 0.142 6700N B1% 2% N N

53-690 Hillsboro Rd

96%

From:To:

Loudoun County 0.27 0%9 0.591

Charles Town Pike 16000 0% 1% 0.072 15000F F1% 1% F F

SR 287 Berlin Tpke

97%

From:To:

Loudoun County 2.19 0%9 0.661

Charles Town Pike 8400 0% 1% 0.118 8600F B0% 1% F F

53-704 Hamilton Station Rd

98%

From:To:

Loudoun County 3.10 0%9 0.718

Charles Town Pike 20000 0% 1% 0.086 21000F F1% 1% C F

SR 7 Clarkes Gap

97%To:

Loudoun County 2.21 0%9 0.735

Broad Rock Rd 9400 1% 1% 0.084 10000G F0% 0% C G

US 360 Hull St

N Belt Blvd

98%

From:

To:

From:

City of Richmond 0.81 0%10 0.548

Broad Rock Blvd 14000 1% 1% 0.084 15000G F0% 0% F G

S Belt Blvd

98%

From:

To:

City of Richmond161 0.43 0%10 0.514

Broad Rock Blvd 17000 0% 1% 0.085 18000G F0% 0% C G

W. Belmont Rd

99%

From:

To:

City of Richmond 2.10 0%10 0.632

Iron Bridge Rd 11000 0% 1% 0.086 12000G F0% 0% F G

SCL Richmond

99%

From:

To:

City of Richmond 0.56 0%10 0.53

Iron Bridge Rd 12000 0% 1% 0.093 13000G F0% 0% F G

SR 150 Chippenham Pkwy

99%

From:

To:

Chesterfield County 0.60 0%10 0.59

Iron Bridge Rd 33000 1% 1% 0.093 35000G F2% 1% F G

20-638 Cogbill Rd

96%

From:To:

Chesterfield County 1.21 0%10 0.598

Iron Bridge Rd 26000 1% 1% 0.092 28000G F2% 1% F G

SR 288

96%

From:To:

Chesterfield County 3.19 0%10 0.539

Iron Bridge Rd 38000 1% 1% 0.088 40000G F2% 1% F G

20-655 Beach Rd

96%

From:To:

Chesterfield County 1.47 0%10 0.508

Iron Bridge Rd 21000 1% 1% 0.096 23000G F2% 1% F G

20-749 Womack Rd

96%

From:To:

Chesterfield County 4.03 0%10 0.547

Iron Bridge Rd 19000 1% 1% 0.086 21000G F2% 1% C G

SR 144 W, Harrowgate Rd

96%

From:

To:

Chesterfield County 0.67 0%10 0.503

Hundred Rd 29000 0% 1% 0.085 31000G F1% 1% F G

SR 144 E, Chester Rd

98%

From:

To:

Chesterfield County144 0.25 0%10 0.554

Hundred Rd 27000 0% 1% 0.094 29000G F1% 1% C G

US 1, US 301 Jefferson Davis Hwy

98%

From:

To:

Chesterfield County 1.68 0%10 0.580

West Hundred Rd 34000 0% 1% 0.103 37000G F1% 1% F G

I-95

98%To:

Chesterfield County 0.44 0%10 0.644

416/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

West Hundred Rd 48000 0% 1% 0.092 54000G F1% 4% F G

I-95

20-618 Old Bermuda Hundred Rd

94%

From:To:

From:

Chesterfield County 2.47 0%10 0.521

Hundred Rd East 35000 0% 1% 0.098 39000G F1% 4% F G

I-295

94%

From:To:

Chesterfield County 1.46 0%10 0.515

Hundred Rd East 28000 0% 1% 0.114 30000A A1% 4% C A

20-746 Enon Church Rd

94%

From:To:

Chesterfield County 0.90 0%10 0.528

Hundred Rd East 20000 0% 1% 0.095 23000G F1% 4% F G

Prince George County Line

94%

From:

To:

Chesterfield County 2.07 0%10

Chesterfield County Line

0.506

Randolph Rd 20000 0% 1% 0.095 23000N F1% 4% N N

WCL Hopewell

94%

From:

To:

Prince George County 0.32 0%10 0.506

Randolph Rd 18000 0% 1% 0.083 20000N F1% 4% N N

Maintenance Boundary

94%

From:

To:

City of Hopewell 0.10 0%10 0.523

Randolph Rd 18000 0% 1% 0.083 20000F F1% 4% F F

North 6th Ave

94%

From:

To:

City of Hopewell 0.12 0%10 0.523

Randolph Rd 12000 0% 1% 0.079 13000F F1% 4% F F

Main St

94%

From:

To:

City of Hopewell 0.40 0%10 0.569

Randolph Rd 9800 0% 1% 0.079 11000F F1% 4% F F

SR 156; Winston Churchill Dr

94%

From:

To:

City of Hopewell 0.74 0%10 0.503

Randolph Rd 8600 0% 1% 0.089 9400F F1% 4% F F

ECL Hopewell

94%

From:

To:

City of Hopewell156 1.26 0%10 0.568

James River Dr 8300 0% 1% 0.092 9100F F1% 7% C F

SR 156 W, Winston Churchhill Rd

90%

From:To:

Prince George County156 1.17 0%10 0.609

James River Dr 12000 0% 1% 0.09 12000F F0% 0% C F

SR 156 E, .

99%

From:To:

Prince George County106 156 0.73 0%10 0.569

James River Dr 4100 0% 1% 0.095 4100G F1% 6% F G

74-641 Moody Rd

92%

From:To:

Prince George County 2.24 0%10 0.675

James River Dr 3400 0% 1% 0.091 3400G F1% 6% F G

74-609 Garysville

92%

From:To:

Prince George County 2.54 0%10 0.569

James River Dr 2700 1% 2% 0.095 2700F F3% 14% F F

74-1201 Morning Star Rd

80%

From:

To:

Prince George County 5.93 0%10 0.54

James River Dr 2500 1% 2% 0.103 2500F F3% 14% C F

Surry County Line

80%

From:

To:

Prince George County 2.00 0%10

Prince George County Line

0.505

Colonial Trail 1700 1% 1% 0.102 1600G F1% 8% C G

SR 40 Spring Grove

89%

From:

To:

Surry County 5.45 0%10 0.506

Colonial Trail 2300 1% 1% 0.113 2300A A1% 4% C A

SR 31 S, Rolfe Hwy

93%To:

Surry County 7.90 0%10 0.592

426/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Colonial Trail 5100 1% 1% 0.106 5000G F1% 4% F G

SR 31 S, Rolfe Hwy

SCL Surry

93%

From:To:

From:

Surry County31 0.47 0%10 0.617

Colonial Trail 5100 1% 1% 0.106 5000N F1% 4% N N

N SR 31

93%

From:To:

Town of Surry (Maint: 90)31 0.57 0%10 0.617

Colonial Trail 5500 1% 1% 0.098 5400G F1% 4% F G

ECL Surry

93%

From:To:

Town of Surry (Maint: 90) 0.72 0%10 0.581

Colonial Trail 5500 1% 1% 0.098 5400N F1% 4% N N

90-617 Bacons Castle

93%

From:To:

Surry County 6.02 0%10 0.581

Colonial Trail 4400 1% 1% 0.097 4300G F1% 4% F G

Isle of Wight County Line

93%

From:

To:

Surry County 3.14 0%10

Surry County Line

0.523

Old Stage Hwy 6400 1% 1% 0.106 6400G F1% 4% F G

Bus SR 10 West Of Smithfield

93%

From:

To:

Isle of Wight County 4.12 0%10 0.515

6300 1% 1% 0.110 6700G F1% 2% C G

NCL Smithfield

96%

From:

To:

Isle of Wight County 2.96 0%10 0.508

8200 1% 1% 0.092 8700F F1% 2% F F

US 258 Main St West

96%

From:

To:

Town of Smithfield (Maint: 46) 0.78 0%10

Main St West

0.558

15000 1% 1% 0.092 16000F F1% 2% C F

Bus US 258, Bus SR 10 Church St South

95%

From:

To:

Town of Smithfield (Maint: 46)258 2.30 0%10 0.523

Benns Church Blvd 23000 1% 1% 0.092 24000F F2% 2% F F

Old ECL Smithfield

95%

From:

To:

Town of Smithfield (Maint: 46)258 0.31 0%10 0.521

Benns Church Blvd 20000 1% 1% 0.09 21000F F2% 2% F F

SCL Smithfield

95%

From:To:

Town of Smithfield (Maint: 46)258 0.65 0%10 0.528

Benns Church Blvd 22000 1% 1% 0.09 23000G F2% 2% F G

SR 32 Brewers Neck Blvd

95%

From:

To:

Isle of Wight County258 1.00 0%10

US 258 S, Brewers Neck Blvd

0.528

Benns Church Blvd 8300 0% 1% 0.088 8800F F2% 2% C F

NCL Suffolk

95%

From:

To:

Isle of Wight County32 4.15 0%10

Isle of Wight County Line

0.504

Godwin Rd 9600 0% 1% 0.103 10000G F1% 2% F G

SR 125 Chuckatuck

95%

From:To:

City of Suffolk32 1.31 0%10 0.597

Godwin Blvd 12000 0% 1% 0.101 12000G F1% 2% F G

133-603 Everets Rd

95%

From:

To:

City of Suffolk32 0.87 0%10 0.61

Godwin Blvd 10000 0% 1% 0.095 11000G F1% 2% C G

133-634 Kings Fork Rd

95%

From:

To:

City of Suffolk32 4.81 0%10 0.536

Godwin Blvd 20000 0% 1% 0.095 21000F F1% 2% F F

US 58 Suffolk Bypass

95%

From:

To:

City of Suffolk32 1.36 0%10 0.536

Godwin Blvd 17000 0% 1% 0.084 18000G F1% 2% F G

Pruden Blvd US 460

95%To:

City of Suffolk32 0.54 0%10 0.524

436/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Bus

25000 0% 1% 0.104 26000A A0% 0% C A

Bus US 460 Elephant Fork

Bus US 460, Bus US 58

99%

Bus From:

To:

From:

City of Suffolk460 32 1.49 0%10

Bus US 460

0.514

Main St 26000 0% 1% 0.081 27000G F0% 0% F G

Bus US 58

98%

Bus From:

To:

City of Suffolk32 460 0.09 0%10

Bus US 58, Bus US 460

0.502

Main St 16000 0% 1% 0.081 17000G F0% 0% F G

SR 337 Washington St

98%To:

City of Suffolk32 13 0.68 0%10 0.508

Ramp 4100 0.073 4400G F G

SR 10 E, West Hundred Rd

I-95 SouthTo:

From:

Chesterfield County 0.40

East

10

Ramp 3000 0.092 3200G F G

SR 10 E, West Hundred Rd

I-95 NorthTo:

From:

Chesterfield County 0.13

East

10

Ramp 3900 0.111 4200G F G

SR 10 E, Hundred Rd East

I-295 EastTo:

From:

Chesterfield County 0.39

East

10

Ramp 1900 0.108 2000G F G

SR 10 Hundred Rd East

I-295 WestTo:

From:

Chesterfield County 0.26

East

10

Ramp 2400 0.095 2600G F G

SR 10 W, West Hundred Rd

I-95 SouthTo:

From:

Chesterfield County 0.31

West

10

Ramp 12000 0.097 13000G F G

SR 10 W, West Hundred Rd

I-95 NorthTo:

From:

Chesterfield County 0.25

West

10

Ramp 1000 0.12 1100G F G

SR 10 W, East Hundred Rd

I-295 EastTo:

From:

Chesterfield County

West

10

Ramp 2100 0.117 2200G F G

SR 10 W, East Hundred Rd

I-295 WestTo:

From:

Chesterfield County 0.45

West

10

South Church St

Bus

11000 0% 0% 0.098 12000F F0% 0% F F

SR 10

Battery Park Rd

99%

BusBus From:

To:

From:

258 0.85 0%

Bus

10 0.555

South Church St 9900 0% 0% 0.103 10000F F0% 0% C F

Red Point Dr

99%

BusBus From:

To:

Town of Smithfield (Maint: 46)258 0.79 0%10 0.525

Church St 9600 0% 0% 0.121 10000F F0% 0% F F

Bus SR 258 Smithfield

99%To:

Town of Smithfield (Maint: 46)258 0.79 0%10 0.509

446/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

North Church St 5200 0% 0% 0.117 5500G F0% 0% C G

Bus US 258 Main St

Berry Hill Rd

99%

Bus From:To:

From:

Town of Smithfield (Maint: 46) 0.85 0%

Bus

10 0.613

North Church St 4600 0% 0% 0.113 4800F F0% 0% F F

NCL Smithfield

99%

Bus From:To:

Town of Smithfield (Maint: 46) 0.43 0%10 0.639

Old Stage Hwy 3100 2% 1% 0.115 3100F F1% 0% C F

46-674 Blounts Corner Rd

96%

Bus From:To:

Isle of Wight County 0.76 0%10 0.547

West Main St 1300 1% 1% 0.107 1300F F0% 1% C F

SR 10 West of Smithfield

97%To:

Isle of Wight County 2.16 0%10 0.682

Euclid Ave 11000 0% 1% 0.091 12000G F0% 0% F G

State St

Vance St

99%

From:

To:

From:

City of Bristol421 0.75 0%11 0.539

Euclid Ave 9700 0% 1% 0.093 10000G F0% 0% F G

Bob Morrison Blvd

99%

From:

To:

City of Bristol421 0.19 0%11 0.514

Euclid Ave 12000 0% 1% 0.096 13000G F0% 0% F G

SR 381 Commonwealth Ave

99%

From:

To:

City of Bristol421 0.18 0%11 0.526

Euclid Ave 6300 0% 1% 0.093 6700G F0% 0% F G

Piedmont Ave

99%

From:

To:

City of Bristol19 0.48 0%11 0.515

Euclid Ave 4900 0% 1% 0.097 5200G F0% 0% C G

Moore St

99%

From:

To:

City of Bristol19 0.56 0%11 0.56

Lee Highway 10000 0% 1% 0.092 11000G F0% 0% F G

Valley Dr

99%

From:To:

City of Bristol19 0.48 0%11 0.505

Lee Highway 11000 0% 1% 0.088 11000G F0% 0% F G

I-81

99%

From:

To:

City of Bristol19 1.26 0%11

End State Maintenance

0.539

Lee Highway 12000 0% 0% 0.102 12000G F0% 1% F G

Bonham Rd

98%

From:To:

City of Bristol19 1.43 0%11 0.524

Lee Highway 13000 0% 0% 0.105 13000G F0% 1% F G

Old Airport Rd

98%

From:To:

City of Bristol19 0.51 0%11 0.528

Lee Highway 12000 0% 0% 0.124 12000G A0% 1% F G

NCL Bristol

98%

From:

To:

City of Bristol19 0.68 0%11 0.581

Lee Highway 7200 0% 0% 0.124 7400A A0% 1% C A

95-1717 Wash Co Ind Park Rd

98%

From:

To:

Washington County19 2.83 0%11 0.581

Lee Highway 6100 0% 1% 0.088 6300G F1% 3% F G

95-869 Astor Rd

95%

From:

To:

Washington County19 0.80 0%11 0.578

Lee Highway 7800 0% 1% 0.104 8100G F1% 3% C G

95-611 Diver Rd

95%To:

Washington County19 1.28 0%11 0.634

456/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Lee Highway 6400 0% 1% 0.111 6600G F1% 3% F G

95-611 Spring Creek Rd

WCL Abingdon

95%

From:To:

From:

Washington County19 1.72 0%11 0.621

Main St 6300 0% 1% 0.092 6600G F1% 3% F G

SR 140 Jonesboro Rd

95%

From:To:

Town of Abingdon19 0.55 0%11 0.576

Main St 21000 0% 1% 0.09 22000G F0% 0% F G

Colonial Rd

98%

From:To:

Town of Abingdon19 0.43 0%11 0.548

Main St 20000 0% 1% 0.089 21000G F0% 0% F G

US 19 Porterfield Hwy

98%

From:To:

Town of Abingdon19 0.47 0%11 0.536

Main St/Lee Hwy 10000 0% 1% 0.086 11000G F0% 0% F G

Palmer St

98%

From:

To:

Town of Abingdon 0.47 0%11 0.532

Main St 11000 0% 1% 0.087 12000G F0% 0% C G

US ALT 58, Russell Rd

98%

ALT From:

To:

Town of Abingdon 0.35 0%11

US ALT 58, Russell St

0.541

Main St 9300 0% 1% 0.083 9900G F0% 0% F G

US Alt 58, SR 75, Cummings St

98%

From:

To:

Town of Abingdon58 0.24 0%11 0.531

Main St/Lee Hwy 9000 1% 1% 0.085 9600G F0% 0% F G

Tanner St

99%

From:

To:

Town of Abingdon 0.66 0%11 0.524

Main St/Lee Hwy 11000 1% 1% 0.091 11000G F0% 0% F G

Thompson Dr

99%

From:

To:

Town of Abingdon 0.93 0%11 0.526

Main St/Lee Hwy 16000 1% 1% 0.093 17000G F0% 0% F G

Hillman Hwy

99%

From:

To:

Town of Abingdon 0.13 0%11 0.527

Main St/Lee Hwy 14000 1% 1% 0.091 15000G F0% 0% C G

ECL Abingdon

99%

From:To:

Town of Abingdon 0.74 0%11 0.541

Lee Highway 14000 1% 1% 0.091 15000N F0% 0% N N

I-81, US 58

99%

From:

To:

Washington County 0.20 0%11

I-81, US 58 Exit 19

0.541

Lee Highway 23000 0% 0% 0.084 25000G F1% 1% F G

US 58 East of Abingdon

98%

From:To:

Washington County58 0.30 0%11 0.508

Lee Highway 5000 0% 0% 0.099 5300G F1% 1% F G

95-704 Enterprise Rd

98%

From:To:

Washington County 2.58 0%11 0.645

Lee Highway 3900 0% 0% 0.116 3900G F1% 1% F G

SR 80 Cedarville

98%

From:

To:

Washington County 2.09 0%11

SR 80 Cedarville Glenbrook Ave

0.734

Lee Highway 3200 0% 0% 0.117 3200G F1% 1% C G

SR 91 Maple St

98%

From:

To:

Washington County 4.46 0%11 0.747

Lee Highway 1300 0% 1% 0.121 1200G F2% 2% C G

I-81 West of Chllhowie Exit 32

95%

From:

To:

Washington County 2.81 0%11

I-81 West of Chllhowie

0.565

Lee Highway 2200 0% 1% 0.112 2200G F1% 2% C G

Smyth County Line

96%To:

Washington County 2.21 0%11 0.556

466/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Lee Highway 2400 0% 1% 0.102 2400G F1% 1% C G

Washington County Line

WCL Chilhowie

96%

From:To:

From:

Smyth County 0.04 0%11 0.581

Lee Highway 2400 0% 1% 0.102 2400N F1% 1% N N

SR 107 Whitetop Rd

96%

From:

To:

Town of Chilhowie (Maint: 86) 1.13 0%11

SR 107 Whitetop Ave

0.581

Lee Highway 5900 1% 1% 0.11 5800G F0% 1% C G

ECL Chilhowie

96%

From:To:

Town of Chilhowie (Maint: 86) 1.51 0%11 0.563

Lee Highway 5900 1% 1% 0.11 5800N F0% 1% N N

86-645

96%

From:To:

Smyth County 2.80 0%11 0.563

Lee Highway 2900 1% 1% 0.096 2800G F0% 1% F G

FR 7 Trillium Lane

96%

From:

To:

Smyth County 4.32 0%11 0.515

Lee Highway 8300 1% 1% 0.091 8800G F0% 1% F G

WCL Marion; 86-730 Washington Ave

96%

From:

To:

Smyth County 0.66 0%11 0.643

S Main St 7000 0% 1% 0.084 7500G F0% 0% C G

Greenway Ave

98%

From:

To:

Town of Marion 0.52 0%11 0.587

S Main St 6700 0% 1% 0.085 7100G F0% 0% F G

College St

98%

From:

To:

Town of Marion 0%11 0.571

Main St 6800 0% 1% 0.081 7200G F0% 0% F G

SR 16 S Commerce Street

98%

From:

To:

Town of Marion 0%11 0.519

Main St 8700 0% 0% 0.080 9200G F0% 0% F G

East Main St

99%

From:

To:

Town of Marion16 0.08 0%11 0.507

Main St 12000 0% 0% 0.080 12000G F0% 0% F G

119-4453 Chatham Hill Rd; Lee St

99%

From:To:

Town of Marion16 0.17 0%11 0.507

Main St 13000 0% 0% 0.081 14000G F0% 0% C G

SR 16 Park Blvd

99%

From:To:

Town of Marion16 0.94 0%11 0.519

N Main St 13000 0% 1% 0.089 13000G F0% 1% F G

119-4459 Keller Lane

98%

From:To:

Town of Marion 0.20 0%11 0.544

N Main St 8700 0% 1% 0.092 9300G F0% 1% C G

ECL Marion

98%

From:To:

Town of Marion 0.65 0%11 0.51

Lee Highway 8700 0% 1% 0.092 9300N F0% 1% N N

FR-10; I-81 Exit 45

98%

From:

To:

Smyth County 0.23 0%11 0.51

Lee Highway 4300 0% 1% 0.104 4600G F0% 1% F G

86-622 W, Bear Creek Rd

98%

From:

To:

Smyth County 2.20 0%11 0.537

Lee Highway 2700 1% 1% 0.106 2800G F1% 1% C G

86-683 Winsor Ave

97%

From:

To:

Smyth County 4.72 0%11 0.503

Lee Highway 2300 0% 1% 0.108 2200G F0% 1% C G

Wythe County Line

98%To:

Smyth County 2.65 0%11 0.551

476/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

W Lee Highway 2000 0% 1% 0.103 2000G F1% 1% C G

Smyth County Line

SR 90 Blacklick Rd; N Main St

97%

From:

To:

From:

Wythe County 3.07 0%11

SR 90 Black Lick Rd; N Main St

0.516

W Lee Highway 2200 0% 1% 0.102 2200G F1% 0% C G

98-663 East Bishop Thomas Ln

98%

From:To:

Town of Rural Retreat (Maint: 98) 5.73 0%11 0.542

W Lee Highway 2800 1% 0% 0.099 2800G F0% 0% F G

WCL Wytheville

98%

From:To:

Wythe County 2.68 0%11 0.612

W Lee Hwy 3900 1% 0% 0.100 4100G F0% 0% C G

24th St

98%

From:To:

Town of Wytheville 0.29 0%11 0.627

W Lee Hwy 6500 1% 1% 0.098 7000G F0% 0% C G

US 21 Main St

98%

From:

To:

Town of Wytheville 2.03 0%11

12th St

0.512

Main St 4900 1% 0% 0.088 5200G F0% 0% F G

4th St

98%

From:

To:

Town of Wytheville21 0.31 0%11

US 21, 4th St

0.537

Main St 5600 1% 0% 0.085 5900G F0% 0% F G

5th St

98%

From:

To:

Town of Wytheville 0.33 0%11 0.518

Main St 5600 1% 1% 0.087 5900G F0% 1% F G

11th St

97%

From:

To:

Town of Wytheville 0.20 0%11 0.527

E Main St 8300 1% 1% 0.089 8800G F0% 1% C G

Liberty St

97%

From:

To:

Town of Wytheville 0.50 0%11 0.536

E Main St 7700 1% 1% 0.095 8200G F0% 1% F G

139-3 Lithia Rd

97%

From:

To:

Town of Wytheville 0.78 0%11 0.537

E Main St 7700 1% 1% 0.095 8200N F0% 1% N N

I-81

97%

From:

To:

Town of Wytheville 0.08 0%11

4US-00011-P(U)/US-00011-N072A(R)/TO RT 81 NOR

0.537

Ramp to I-81 N at Exit 73

IS-00081-N(R)/US-00011-N072A(R)/FROM RT 11From:

To:

Town of Wytheville (Maint: 98)11 0.27 See US 11 for directional traffic volume estimates for this segment.11

I-81

NCL WythevilleFrom:

To:

Town of Wytheville (Maint: )81 77 77 0.96 See I-81 for directional traffic volume estimates for this segment.11

51000 1% 1% 0.1 48000F F1% 27% C F68% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.515

FR-42From:

To:

Wythe County81 77 77 2.18 See I-81 for directional traffic volume estimates for this segment.11

51000 1% 1% 0.1 48000F F1% 27% C F68% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.515

US 52; SR 121From:

To:

Wythe County81 77 77 2.61 See I-81 for directional traffic volume estimates for this segment.11

48000 1% 1% 0.113 46000A A1% 27% F A68% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.566

I-77 Fort ChiswellTo:

Wythe County81 77 77 1.44 See I-81 for directional traffic volume estimates for this segment.11

46000 1% 1% 0.113 44000A A1% 27% F A68% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.558

486/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

I-77 Fort Chiswell

98-619From:

To:

From:

Wythe County81 2.31 See I-81 for directional traffic volume estimates for this segment.11

36000 1% 1% 0.097 36000A A1% 26% F A69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.582

98-618From:

To:

Wythe County81 1.99 See I-81 for directional traffic volume estimates for this segment.11

34000 1% 1% 0.074 35000F F1% 26% F F69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

Pulaski County LineFrom:

To:

Wythe County81 1.44 See I-81 for directional traffic volume estimates for this segment.11

Wythe County Line

35000 1% 1% 0.099 35000A A1% 26% F A69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.564

SR 100From:

To:

Pulaski County81 2.68 See I-81 for directional traffic volume estimates for this segment.11

I-81 NB

35000 1% 1% 0.099 35000A A1% 26% F A69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.564

Ramp I-81 N Exit 89B to US 11 N

US 11 Lee HighwayFrom:

To:

Pulaski County81 0.15 See I-81 for directional traffic volume estimates for this segment.11

I-81 South of Pulaski

Lee Highway 1800 0% 2% 0.109 1800G F1% 1% C G

SCL Pulaski

96%

From:

To:

Pulaski County 0%11 0.695

Washington Ave 2700 0% 1% 0.106 2900F F0% 1% C F

2nd St

98%

From:

To:

Town of Pulaski 0.71 0%11

2nd St SW

0.653

Washington St 3400 0% 1% 0.100 3600F F0% 0% C F

Main St SR 99; 2nd St N

99%

From:

To:

Town of Pulaski 0.30 0%11

Main St; SR 99

0.624

Washington Ave 3200 0% 1% 0.106 3400F F0% 0% F F

5th St

99%

From:

To:

Town of Pulaski 0.22 0%11

Washington Ave

0.636

5th St 4900 0% 1% 0.1 5200F F0% 0% F F

Lee Highway

99%

From:

To:

Town of Pulaski 0.20 0%11

5th St

0.578

Lee Highway 6900 0% 1% 0.096 7300F F0% 0% C F

Alum Spring Rd

99%

From:To:

Town of Pulaski 0.84 0%11 0.506

Lee Highway 9300 0% 1% 0.101 9900G F0% 0% F G

ECL Pulaski

99%

From:

To:

Town of Pulaski 1.60 0%11 0.576

Lee Highway 10000 0% 1% 0.098 11000G F0% 0% F G

77-643 Cougar Trail Rd

99%

From:

To:

Pulaski County 2.49 0%11 0.573

Lee Highway 11000 0% 1% 0.106 12000G F0% 0% F G

WCL Dublin

99%

From:

To:

Pulaski County 1.53 0%11 0.543

Broad St 11000 0% 1% 0.106 12000N F0% 0% N N

SR 100 Oakwood Ave

99%To:

Town of Dublin (Maint: 77) 0.16 0%11 0.543

496/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Broad St 12000 0% 1% 0.091 14000F F1% 2% F F

SR 100 Cleburne Ave

ECL Dublin

96%

From:To:

From:

Town of Dublin (Maint: 77) 0.97 0%11 0.563

Lee Highway 12000 0% 1% 0.091 14000N F1% 2% N N

77-1085 Wright Ave

96%

From:To:

Pulaski County 1.23 0%11 0.563

Lee Highway 11000 0% 1% 0.115 13000A A1% 2% C A

77-747 Old Route 11

96%

From:To:

Pulaski County 2.64 0%11 0.6

Lee Highway 13000 0% 1% 0.097 15000G F1% 2% F G

SR 114 Peppers Ferry Blvd

96%

From:To:

Pulaski County 1.99 0%11 0.578

Lee Highway 18000 0% 1% 0.095 19000G F1% 2% F G

77-600 Belspring Rd

96%

From:

To:

Pulaski County 0.29 0%11 0.514

Lee Highway 22000 0% 1% 0.094 23000G F1% 2% F G

Montgomery County Line

96%

From:

To:

Pulaski County 0.46 0%11

Pulaski County Line

0.519

23000 0% 1% 0.088 25000G F1% 2% F G

WCL Radford

96%

From:

To:

Montgomery County 0.15 0%11 0.537

Lee Hwy 23000 0% 1% 0.088 25000G F1% 2% F G

SR 232, First St

96%

From:

To:

City of Radford 0.21 0%11 0.537

Norwood St 16000 0% 1% 0.093 17000G F1% 1% F G

Grove Ave

98%

From:

To:

City of Radford 0.26 0%11 0.574

E Main St 11000 0% 1% 0.085 12000G F0% 0% F G

SR 177 Tyler Ave

98%

From:

To:

City of Radford 0.77 0%11 0.561

E Main St 9300 0% 1% 0.093 10000G F1% 1% F G

Whitehall St

98%

From:To:

City of Radford 0.93 0%11 0.589

E Main St 4600 0% 0% 0.110 5000G F1% 0% C G

ECL Radford

98%

From:To:

City of Radford 1.46 0%11 0.611

Radford Rd 7400 0% 0% 0.101 8000G F0% 0% F G

60-663 Walton Rd

99%

From:To:

Montgomery County 1.47 0%11 0.574

Radford Rd 6900 0% 0% 0.099 7300G F0% 0% C G

60-662 Harmon Dr

99%

From:To:

Montgomery County 2.32 0%11 0.529

Radford St 7100 0% 0% 0.098 7500G F0% 0% F G

WCL Christiansburg

99%

From:

To:

Montgomery County 0.65 0%11

Radford St 10000 0% 1% 0.105 11000G F0% 1% C G

SR 8 W Main St

98%

From:

To:

Town of Christiansburg 1.40 0%11

SR 8, Radford St

0.518

W Main St 4400 0% 1% 0.095 4600F F0% 1% F F

Bus US 460 S Franklin St

98%

Bus From:

To:

Town of Christiansburg 0.30 0%11 0.512

E Main St 5700 0% 1% 0.095 6000F F0% 1% F F

Roanoke St

98%To:

Town of Christiansburg460 0.12 0%11 0.526

506/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Roanoke St

Bus

9700 0% 1% 0.098 11000G F0% 1% F G

E Main St

First St SE

98%

Bus From:To:

From:

Town of Christiansburg460 0.11 0%11 0.57

Roanoke St 10000 0% 1% 0.097 11000F F0% 1% F F

SR 111 Depot St

98%

Bus From:To:

Town of Christiansburg460 0.98 0%11 0.510

Roanoke St 13000 0% 1% 0.100 14000F F0% 0% C F

US 460

98%

From:To:

Town of Christiansburg460 0.86 0%11 0.568

Roanoke St 14000 0% 1% 0.095 15000G F1% 1% C G

I-81

96%

From:To:

Town of Christiansburg 1.15 0%11 0.528

Roanoke St 8200 0% 1% 0.1 8900N F1% 2% N N

Tower Rd, Hampton Rd

96%

From:

To:

Town of Christiansburg460 0.09 0%11 0.558

Roanoke St 8200 0% 1% 0.1 8900G F1% 2% F G

ECL Christiansburg

96%

From:

To:

Town of Christiansburg460 0%11 0.558

Roanoke Rd 5900 0% 1% 0.1 6200G F1% 2% F G

60-753 Old Town Rd

96%

From:

To:

Montgomery County460 0%11 0.521

Roanoke Rd 6400 0% 1% 0.101 6800G F1% 2% F G

60-631 Brake Rd

96%

From:

To:

Montgomery County460 3.21 0%11 0.626

Roanoke Rd 6600 0% 1% 0.115 7000G F1% 2% C G

Roanoke County Line

96%

From:

To:

Montgomery County460 2.43 0%11

Montgomery County Line

0.618

West Main St 8000 0% 1% 0.108 7900G F1% 2% F G

80-639 West River Rd

96%

From:

To:

Roanoke County460 1.26 0%11 0.547

West Main St 8000 0% 1% 0.108 7900N F1% 2% N N

80-647 Dow Hollow Rd

96%

From:To:

Roanoke County460 0.60 0%11 0.547

West Main St 9200 0% 1% 0.092 9800G F1% 2% F G

80-643 Daugherty Rd

96%

From:To:

Roanoke County460 2.93 0%11 0.501

West Main St 13000 0% 1% 0.093 14000G F1% 2% F G

80-642 Alleghany Dr

96%

From:To:

Roanoke County460 0.39 0%11 0.55

West Main St 24000 0% 1% 0.089 26000G F1% 2% F G

WCL Salem

96%

From:To:

Roanoke County460 0.64 0%11 0.668

West Main St 16000 0% 1% 0.108 18000G F1% 2% F G

SR 112 Wildwood Rd

96%

From:

To:

City of Salem460 1.12 0%11 0.504

West Main St 21000 1% 0% 0.136 23000G F0% 0% F G

ALT US 460, 4th St

98%

From:

To:

City of Salem460 1.31 0%11 0.698

West Main St 12000 1% 0% 0.079 14000G F0% 0% F G

Academy St

98%

From:

To:

City of Salem460 0.60 0%11 0.525

West Main St 11000 1% 0% 0.080 12000G F0% 0% F G

College Ave

98%To:

City of Salem460 0.35 0%11 0.519

516/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

College Ave 1700 1% 0% 0.080 1900G F0% 0% F G

US 460, Main St

SR 311, Thompson Memorial Dr

98%

From:To:

From:

City of Salem 0.09 0%11 0.519

College Ave 4400 1% 0% 0.097 4900G F0% 0% F G

8th St

98%

From:To:

City of Salem 0.72 0%11 0.625

Colorado St 13000 1% 0% 0.091 15000G F0% 0% F G

Apperson Dr

98%

From:

To:

City of Salem 0.43 0%11

Colorado St

0.595

Apperson Dr 17000 1% 0% 0.09 19000G F0% 0% F G

SR 419 Electric Rd

98%

From:To:

City of Salem 1.03 0%11 0.545

Apperson Dr 11000 1% 0% 0.087 12000G F0% 0% F G

WCL Roanoke

98%

From:

To:

City of Salem 1.04 0%11

ECL Salem

0.536

Brandon Ave 17000 1% 0% 0.094 19000G F0% 0% F G

Edgewood St; Mud Lick Rd

98%

From:

To:

City of Roanoke 1.35 0%11 0.633

Brandon Ave 10000 1% 0% 0.084 11000G F0% 0% F G

Grandin Rd

98%

From:

To:

City of Roanoke 1.03 0%11

Brandon Ave

0.582

Grandin Rd 6200 1% 0% 0.089 6900G F0% 0% F G

Memorial Avenue

98%

From:

To:

City of Roanoke 0.70 0%11

Grandin Rd

0.59

Memorial Avenue 10000 1% 0% 0.120 11000A A0% 0% C A

Campbell Ave

98%

From:

To:

City of Roanoke 0.84 0%11

13th St

0.613

Campbell Ave 4200 1% 0% 0.102 4600G F0% 0% F G

7th St

98%

From:To:

City of Roanoke 0.53 0%11 0.601

Campbell Ave 4700 1% 0% 0.091 5200G F0% 0% F G

3rd St

98%

From:To:

City of Roanoke 0.47 0%11 0.522

Campbell Ave 6800 1% 0% 0.085 7700G F0% 0% F G

US 221 Jefferson St

98%

From:To:

City of Roanoke 0.28 0%11 0.729

Campbell Ave 6800 1% 0% 0.085 7700N F0% 0% N N

Williamson Rd

98%

From:

To:

City of Roanoke 0.16 0%11

Campbell Ave

0.729

Williamson Rd 19000 1% 0% 0.088 22000G F0% 0% F G

Shenandoah Ave

98%

From:

To:

City of Roanoke221 116 0.15 0%11 0.514

Williamson Rd 14000 1% 0% 0.092 16000G F0% 0% F G

I-581

98%

From:

To:

City of Roanoke221 116 0.15 0%11 0.709

Williamson Rd 9800 0% 0% 0.076 10000G F0% 0% F G

US 460 Orange Ave

99%

From:

To:

City of Roanoke221 116 0.50 0%11 0.539

Williamson Rd 14000 0% 0% 0.079 15000G F0% 0% F G

Liberty Rd

99%To:

City of Roanoke 0.92 0%11 0.523

526/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Williamson Rd 14000 0% 0% 0.085 15000F F0% 0% F F

Liberty Rd

10th St

99%

From:To:

From:

City of Roanoke 0.51 0%11 0.503

Williamson Rd 16000 0% 0% 0.085 17000G F0% 0% F G

SR 101 Hershberger Rd

99%

From:To:

City of Roanoke 1.27 0%11 0.510

Williamson Rd 15000 0% 0% 0.086 16000G F0% 0% F G

SR 118 Airport Rd

99%

From:To:

City of Roanoke 0.11 0%11 0.542

Williamson Rd 14000 0% 0% 0.085 14000G F0% 0% F G

NCL Roanoke

99%

From:To:

City of Roanoke 0.39 0%11 0.525

Lee Highway 9400 0% 0% 0.109 9600A A0% 0% C A

Botetourt County Line

99%

From:

To:

Roanoke County 3.19 0%11

Roanoke County Line

0.510

Lee Highway 14000 0% 0% 0.101 15000G F0% 0% F G

80-601 Shadwell Dr

99%

From:

To:

Botetourt County 0.10 0%11 0.597

Lee Highway 9400 0% 0% 0.089 9600G F0% 0% F G

ALT SR 220 Cloverdale Rd

99%

From:

To:

Botetourt County 2.73 0%11 0.573

Lee Highway 5400 0% 0% 0.098 5500N F0% 0% N N

Ramp From I-81 NB at Exit 150 B

99%

From:

To:

Botetourt County220 0.25 0%11 0.589

Lee Highway 5400 0% 0% 0.098 5500G F0% 0% F G

SCL Troutville

99%

From:

To:

Botetourt County 1.09 0%11 0.589

Lee Highway 5400 0% 0% 0.098 5500N F0% 0% N N

NCL Troutville

99%

From:

To:

Town of Troutville (Maint: 11) 1.85 0%11 0.589

Lee Highway 4500 1% 1% 0.094 4800G F1% 2% C G

11-640 Brughs Mill Rd

95%

From:To:

Botetourt County 2.98 0%11 0.712

Lee Highway 2800 1% 1% 0.107 3000G F1% 2% F G

I-81 South of Buchanan

95%

From:To:

Botetourt County 5.86 0%11 0.645

Lee Highway 3600 1% 0% 0.103 3800G F1% 1% F G

WCL Buchanan

96%

From:To:

Botetourt County 2.23 0%11 0.632

Main St 3600 1% 0% 0.103 3800N F1% 1% N N

11-625 Mt Joy Rd

96%

From:To:

Town of Buchanan (Maint: 11) 0.43 0%11 0.632

Main St 3500 1% 0% 0.104 3700G F1% 1% C G

SR 43 Parkway Dr

96%

From:

To:

Town of Buchanan (Maint: 11) 2.09 0%11 0.609

Main St 3600 1% 1% 0.093 3800G F1% 4% C G

SR 43 First St

93%

From:

To:

Town of Buchanan (Maint: 11)43 0.18 0%11 0.504

Main St 2400 1% 0% 0.092 2600G F1% 1% F G

NCL Buchanan

96%

From:

To:

Town of Buchanan (Maint: 11) 0.78 0%11 0.542

Lee Highway 2400 1% 0% 0.092 2600N F1% 1% N N

I-81 North of Buchanan

96%To:

Botetourt County 0.35 0%11 0.542

536/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp to I-81 N at Exit 167 410 0.117 400G F G

5US-00011-P(U)/US-00011- 180A(R)/TO RT 81 NOR

IS-00081-N(B)/US-00011- 180A(R)/FROM RT 11From:

To:

From:

Botetourt County11 0.1311

I-81 North of Buchanan

11-614 Arcadia RdFrom:

To:

Botetourt County81 0.61 See I-81 for directional traffic volume estimates for this segment.11

34000 1% 1% 0.110 31000G A1% 33% F G61% 3%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.549

Rockbridge County LineFrom:

To:

Botetourt County81 5.49 See I-81 for directional traffic volume estimates for this segment.11

Botetourt County Line

32000 1% 1% 0.073 30000G F1% 33% F G61% 3%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.506

I-81 South of Natural BridgeFrom:

To:

Rockbridge County81 1.95 See I-81 for directional traffic volume estimates for this segment.11

IS-00081-N(B)/IS-00081-N175A(L)/TO RT 11

32000 1% 1% 0.073 31000A F1% 33% F A61% 3%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.506

Ramp I-81 N Exit 175 to US 11

5US-00011-P(U)/IS-00081-N175A(R)/FROM RT 81 NFrom:

To:

Rockbridge County81 0.14 See I-81 for directional traffic volume estimates for this segment.11

I-81 South of Natural Bridge

S Lee Highway 1700 1% 1% 0.101 1700G F1% 2% C G

SR 130 Natural Bridge

95%

From:

To:

Rockbridge County 1.73 0%11 0.545

S Lee Highway 2600 1% 1% 0.092 2600G F1% 2% F G

I-81 North of Natural Bridge

95%

From:

To:

Rockbridge County 3.47 0%11 0.558

S Lee Highway 3300 0% 1% 0.101 3200G F0% 1% F G

BUS US 11 Main St

97%

From:

To:

Rockbridge County 8.45 0%11 0.615

S Lee Highway 7100 0% 1% 0.104 7600G F0% 1% C G

US 60 Nelson St

97%

From:To:

Rockbridge County 1.02 0%11 0.571

S Lee Highway 7100 0% 1% 0.104 7600N F0% 1% N N

SCL Lexington

97%

From:To:

Rockbridge County 0.32 0%11 0.571

S Lee Highway 10000 0% 1% 0.095 11000G F1% 0% C G

Main St

97%

From:To:

City of Lexington 0.59 0%11 0.507

N Lee Highway 9500 0% 1% 0.091 10000G F1% 0% F G

Bus US 11

97%

From:To:

City of Lexington 0%11 0.501

N Lee Highway 16000 0% 1% 0.092 17000N F1% 1% N N

NCL Lexington

97%

From:

To:

City of Lexington 0%11 0.552

N Lee Highway 16000 0% 1% 0.092 17000G F1% 1% C G

I-64 North of Lexington

97%

From:

To:

Rockbridge County 0.88 0%11 0.552

N Lee Highway 7100 0% 2% 0.098 6900G F1% 3% C G

I-81 North of Lexington

94%

From:

To:

Rockbridge County 3.89 0%11 0.528

N Lee Highway 4600 1% 2% 0.111 4500G F1% 2% C G

81-710 Sterrett Rd

95%To:

Rockbridge County 5.66 0%11 0.51

546/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

N Lee Highway 3200 1% 2% 0.109 3100G F1% 2% F G

81-710 Sterrett Rd

Augusta County Line

95%

From:

To:

From:

Rockbridge County 5.40 0%11

Rockbridge County Line

0.523

Lee Jackson Hwy 3200 1% 2% 0.109 3100N F1% 2% N N

SR 56 Steeles Tavern

95%

From:To:

Augusta County 0.04 0%11 0.523

Lee Jackson Hwy 4200 0% 1% 0.164 4200G F1% 5% C G

07-675 Broad Head School

92%

From:To:

Augusta County 5.24 1%11 0.764

Lee Jackson Hwy 6800 0% 1% 0.095 6700G F1% 5% F G

I-81 North of Greenville

92%

From:To:

Augusta County 1%11 0.618

Lee Jackson Hwy 3900 0% 1% 0.105 3800G F1% 1% F G

07-654 White Hill Rd

97%

From:

To:

Augusta County 0%11 0.592

Greenville Ave 5100 0% 1% 0.101 5400G F1% 1% C G

SR 262

97%

From:

To:

Augusta County 3.47 0%11 0.645

Greenville Ave 11000 0% 1% 0.093 12000N F0% 0% N N

SCL Staunton

99%

From:

To:

Augusta County 0.65 0%11 0.534

Greenville Ave 11000 0% 1% 0.093 12000G F0% 0% F G

SR 261 Statler Blvd

99%

From:

To:

City of Staunton 0.68 0%11 0.534

Greenville Ave 10000 0% 1% 0.093 11000G F0% 0% C G

Hampton St

99%

From:

To:

City of Staunton 0.50 0%11 0.567

Greenville Ave 8100 0% 1% 0.091 8500G F0% 0% F G

US 250 Richmond Rd

99%

From:

To:

City of Staunton 0.32 0%11 0.553

Greenville Ave 13000 0% 1% 0.086 13000G F0% 0% F G

US 250, SR 254

99%

From:To:

City of Staunton250 0.07 0%11 0.502

Commerce Rd 2200 0% 1% 0.096 2300G F1% 1% C G

SR 254 New Hope Rd

97%

From:To:

City of Staunton254 0.68 0%11 0.6

Commerce Rd 2300 0% 1% 0.086 2400G F1% 1% F G

SR 261 Statler Blvd

97%

From:To:

City of Staunton 0.15 0%11 0.502

Commerce Rd 5100 0% 1% 0.1 5400G F0% 1% F G

Bells Lane

98%

From:To:

City of Staunton 1.25 0%11 0.508

Commerce Rd 4600 0% 1% 0.102 4900G F0% 1% C G

Bus US 11

98%

From:

To:

City of Staunton 0.67 0%11 0.558

Commerce Rd 10000 0% 1% 0.099 11000G F0% 1% C G

SR 262 Woodrow Wilson Pkwy

98%

From:

To:

City of Staunton 0.49 0%11 0.521

Commerce Rd 14000 0% 1% 0.094 15000G F0% 1% F G

NCL Staunton

98%

From:

To:

City of Staunton 0.88 0%11 0.620

Lee Highway 11000 0% 1% 0.098 12000G F0% 1% C G

Functional Class Change

97%To:

Augusta County 0.47 0%11 0.515

556/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Lee Highway 11000 0% 1% 0.098 12000G F0% 1% C G

Functional Class Change

07-612 Laurel Hill Rd; Quicks Mill Rd

97%

From:To:

From:

Augusta County 0.62 0%11 0.515

Lee Highway 6600 0% 1% 0.106 7000G F0% 1% F G

07-750 Keezletown Road

98%

From:To:

Augusta County 5.17 0%11 0.541

Lee Highway 5900 0% 1% 0.1 5800G F0% 1% F G

SR 256 South of Burketown

98%

From:To:

Augusta County 2.12 0%11 0.644

Lee Highway 6400 0% 1% 0.11 6200G F0% 1% F G

Rockingham County Line

98%

From:

To:

Augusta County 1.90 0%11

Augusta County Line

0.643

Lee Highway 6300 0% 1% 0.115 6200G F1% 1% C G

SCL Mt Crawford

97%

From:

To:

Rockingham County 2.46 0%11 0.612

Lee Highway 6300 0% 1% 0.115 6200N F1% 1% N N

82-919 Parsons Court

97%

From:

To:

Town of Mount Crawford (Maint: 82) 0.92 0%11 0.612

Lee Highway 6600 0% 1% 0.116 7000G F1% 1% F G

NCL Mt Crawford

97%

From:

To:

Town of Mount Crawford (Maint: 82) 0.20 0%11 0.576

Lee Highway 6600 0% 1% 0.116 7000G F1% 1% F G

SR 257 Friedens Ch Rd; Dinkel Ave

97%

From:

To:

Rockingham County 0.03 0%11 0.576

Lee Highway 11000 0% 1% 0.095 12000G F1% 1% F G

82-704 Cecil Wampler Rd

97%

From:

To:

Rockingham County 1.12 0%11 0.603

Lee Highway 10000 0% 1% 0.092 11000G F1% 1% F G

SCL Harrisonburg

97%

From:

To:

Rockingham County 1.18 0%11 0.512

Main St 11000 0% 1% 0.091 12000G F1% 1% F G

I-81

97%

From:To:

City of Harrisonburg 0.91 0%11 0.504

Main St 19000 0% 1% 0.084 21000G F1% 1% F G

Pleasant Hill Rd

96%

From:To:

City of Harrisonburg 1.77 0%11 0.564

S Main St 15000 0% 1% 0.090 16000G F1% 1% C G

Port Republic Rd

96%

From:To:

City of Harrisonburg 0.87 0%11 0.516

S Main St 19000 0% 1% 0.087 20000G F1% 1% F G

S Liberty St

96%

From:To:

City of Harrisonburg 0.65 0%11 0.513

Main St NB 4900 0% 1% 0.092 5200G F1% 1% F G

US 33

96%

From:To:

City of Harrisonburg 0.47 0%11

10000 0% 1% 0.084 11000G F1% 1% F G96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.527

0.760

Main St NB 4900 0% 1% 0.092 5200N F1% 1% N N

US 33 E Market Street

96%

From:To:

City of Harrisonburg33 0.02 0%11

9000 1% 2% 0.084 9600N F1% 2% N N95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.527

0.760

Main St NB 4900 0% 1% 0.092 5200N F1% 1% N N

US 33 Par

96%

To:

City of Harrisonburg33P

0.03 0%11

7500 0% 1% 0.084 8000N F1% 1% N N96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.527

0.760

566/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Main St NB 4900 0% 1% 0.092 5200N F1% 1% N N

US 33 Par

Kratzer Ave

96%

From:

To:

From:

City of Harrisonburg 0.34 0%11

NA 0.084 NAFCombined Traffic Estimates for Parallel Roadways on this Route:

0.527

0.760

N Main St 7300 0% 1% 0.094 7800G F0% 2% C G

Charles St

95%

From:To:

City of Harrisonburg 0.68 0%11 0.613

N Main St 6200 0% 1% 0.090 6600G F0% 2% F G

NCL Harrisonburg

95%

From:To:

City of Harrisonburg 0.44 0%11 0.600

Valley Pike 8100 0% 1% 0.091 8700G F1% 2% F G

82-765 Gravels Rd

96%

From:To:

Rockingham County 3.16 0%11 0.594

Valley Pike 6000 0% 1% 0.103 5900G F1% 2% F G

82-806 Lacy Spring Rd

96%

From:

To:

Rockingham County 4.14 0%11 0.698

Valley Pike 4200 0% 1% 0.098 4200G F1% 2% C G

I-81 Mauzy

96%

From:

To:

Rockingham County 1.88 0%11 0.639

Valley Pike 3100 0% 1% 0.102 3100G F1% 3% F G

Shenandoah County Line

95%

From:

To:

Rockingham County 6.04 0%11 0.662

South Congress St 4100 0% 1% 0.098 4100F F1% 1% F F

US 211 South Int New Market

96%

From:

To:

Town of New Market (Maint: 85) 1.16 0%11 0.514

Congress St 6700 0% 1% 0.083 6700F F1% 1% C F

US 211 North Int New Market

96%

From:

To:

Town of New Market (Maint: 85)211 0.27 0%11 0.504

North Congress St 5600 0% 1% 0.091 5600F F1% 1% C F

NCL New Market

96%

From:

To:

Town of New Market (Maint: 85) 0.36 0%11 0.533

Old Valley Pike 5600 0% 1% 0.091 5600N F1% 1% N N

85-767 North of New Market

96%

From:

To:

Shenandoah County 1.83 0%11

85-767 Quicksburg Rd

0.533

Old Valley Pike 4800 1% 1% 0.098 4800F F0% 0% F F

85-730 Moreland Gap Rd

98%

From:To:

Shenandoah County 2.17 0%11 0.557

Old Valley Pike 4900 0% 0% 0.095 4900F F0% 0% C F

SCL Mt. Jackson

99%

From:To:

Shenandoah County 1.52 0%11 0.524

Main St 4900 0% 0% 0.095 4900N F0% 0% N N

SR 263 Orkney Grade

99%

From:To:

Town of Mount Jackson (Maint: 85) 0.72 0%11 0.524

Main St 7900 0% 1% 0.093 7900F F1% 1% C F

SR 292 Conicville Rd

97%

From:

To:

Town of Mount Jackson (Maint: 85) 1.36 0%11 0.503

Main St 5700 1% 1% 0.093 5700F F1% 2% C F

NCL Mt. Jackson

96%

From:

To:

Town of Mount Jackson (Maint: 85) 0.49 0%11 0.503

Old Valley Pike 5700 1% 1% 0.093 5700N F1% 2% N N

SCL Edinburg

96%

From:

To:

Shenandoah County 5.07 0%11 0.503

Main St 5700 1% 1% 0.093 5700N F1% 2% N N

SR 185 Stoney Creek Blvd

96%To:

Town of Edinburg (Maint: 85) 0.28 0%11 0.503

576/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Main St 6000 0% 1% 0.089 6300F F0% 1% F F

SR 185 Stoney Creek Blvd

NCL Edinburg

98%

From:To:

From:

Town of Edinburg (Maint: 85) 0.79 0%11 0.519

Old Valley Pike 6000 0% 1% 0.089 6300N F0% 1% N N

85-837 John Manville Drive

98%

From:To:

Shenandoah County 1.28 0%11 0.519

Old Valley Pike 6900 1% 1% 0.092 7300F F1% 4% F F

SCL Woodstock

94%

From:To:

Shenandoah County 1.69 0%11 0.514

Main St 7500 0% 1% 0.093 7900F F0% 0% C F

Lakeview Dr

99%

From:To:

Town of Woodstock (Maint: 85) 0.22 0%11 0.515

Main St 8300 0% 1% 0.091 8800F F0% 1% C F

SR 42, W Reservoir Rd

98%

From:

To:

Town of Woodstock (Maint: 85) 0.30 0%11 0.517

Main St 9300 1% 1% 0.084 9800G F0% 0% C G

Indian Spring Rd

98%

From:

To:

Town of Woodstock (Maint: 85) 0.65 0%11 0.506

Main St 9000 0% 1% 0.092 9600F F1% 0% C F

W North St

99%

From:

To:

Town of Woodstock (Maint: 85) 0.85 0%11 0.531

Main St 7000 0% 1% 0.093 7400N F1% 1% N N

NCL Woodstock

96%

From:

To:

Town of Woodstock (Maint: 85) 0.53 0%11 0.506

Old Valley Pike 7000 0% 1% 0.093 7400F F1% 1% F F

85-654 Zion Church Road

96%

From:

To:

Shenandoah County 3.22 0%11 0.506

Old Valley Pike 6600 0% 1% 0.096 6900F F0% 2% F F

SCL Toms Brook

97%

From:

To:

Shenandoah County 1.42 0%11 0.502

Main St 6600 0% 1% 0.096 6900N F0% 2% N N

NCL Toms Brook

97%

From:To:

Town of Toms Brook (Maint: 85) 0.73 0%11 0.502

Old Valley Pike 6600 0% 1% 0.096 6900N F0% 2% N N

85-651 Mount Olive Road

97%

From:To:

Shenandoah County 0.41 0%11 0.502

Old Valley Pike 5000 1% 1% 0.096 5100G F0% 0% C G

SCL Strasburg

98%

From:To:

Shenandoah County 4.03 0%11 0.594

Stover Ave 5600 0% 1% 0.098 5900F F0% 0% F F

King St

99%

From:

To:

Town of Strasburg (Maint: 85) 0.38 0%11

Stover Ave

0.579

King St 5600 0% 1% 0.098 5900N F0% 0% N N

Holliday St

99%

From:

To:

Town of Strasburg (Maint: 85) 0.24 0%11 0.579

King St 6100 4% 0% 0.092 6500F F1% 0% F F

SR 55 Massanutten St

95%

From:

To:

Town of Strasburg (Maint: 85) 0.16 0%11

SR 55 King St

0.540

N Massanutten St 11000 0% 1% 0.092 12000F F1% 1% C F

SR 55 N, John Marshall Hwy

97%

From:

To:

Town of Strasburg (Maint: 85)55 0.23 0%11 0.543

N Massanutten St 12000 4% 0% 0.094 13000F F1% 0% F F

NCL Strasburg

95%To:

Town of Strasburg (Maint: 85) 0.70 0%11 0.618

586/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Old Valley Pike 12000 1% 1% 0.09 12000F F1% 2% F F

NCL Strasburg

I-81 North of Strasburg

95%

From:To:

From:

Town of Strasburg (Maint: 85) 0.91 0%11 0.612

Old Valley Pike 3700 0% 0% 0.109 3700G F2% 3% C G

Warren County Line

94%

From:

To:

Shenandoah County 1.11 0%11

Shenandoah County Line

0.692

Old Valley Pike 3700 0% 0% 0.109 3700G F2% 3% C G

Frederick County Line

94%

From:

To:

Warren County 0.19 0%11

Warren County Line

0.692

Valley Pike 3800 0% 0% 0.11 3800F F2% 3% F F

SCL Middletown

94%

From:To:

Warren County (Maint: 34) 1.98 0%11 0.676

Main St 4300 1% 1% 0.112 4300F F1% 2% F F

NCL Middletown

94%

From:

To:

Town of Middletown (Maint: 34) 0.89 0%11 0.541

Valley Pike 5200 1% 1% 0.097 5200F F1% 2% C F

SCL Stephens City

94%

From:

To:

Frederick County 4.19 0%11 0.554

Main St 5200 1% 1% 0.097 5200N F1% 2% N N

SR 277 Fairfax Pike

94%

From:

To:

Town of Stephens City (Maint: 34) 0.32 0%11 0.554

Main St 6500 1% 1% 0.088 6800F F1% 1% C F

NCL Stephens City

96%

From:

To:

Town of Stephens City (Maint: 34) 0.71 0%11 0.619

Valley Pike 6500 1% 1% 0.088 6800N F1% 1% N N

SR 37 South of Winchester

96%

From:

To:

Frederick County 2.45 0%11 0.619

Valley Pike 14000 1% 1% 0.104 15000A A1% 4% C A

SCL Winchester

94%

From:

To:

Frederick County 1.18 0%11 0.542

Valley Ave 12000 1% 1% 0.089 13000F F0% 0% F F

Middle Rd

98%

From:To:

City of Winchester 1.37 0%11 0.536

Valley Ave 17000 0% 1% 0.091 18000F F0% 1% F F

Weems Lane

97%

From:To:

City of Winchester 0.12 0%11 0.512

Valley Ave 13000 1% 1% 0.092 15000F F1% 2% F F

Jubal Early Dr

96%

From:To:

City of Winchester 0.67 0%11 0.509

Valley Ave 7900 1% 1% 0.093 8700F F1% 4% F F

US 11 Par Braddock St

94%

From:To:

City of Winchester 0.59 0%11 0.503

Valley Ave 1400 1% 1% 0.087 1400F F1% 1% F F

Gerrard St

97%

From:

To:

City of Winchester 0.09 0%11

Valley Ave

9300 1% 1% 0.091 9800F F0% 0% F F97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.55

Gerrard St 6900 1% 1% 0.085 7200F F1% 1% F F

Cameron St

97%

From:

To:

City of Winchester50P

522 0.10 0%11

US 50 Gerrard St

0.56

Cameron St 5100 1% 1% 0.09 5400F F0% 0% C F

Boscawen St

98%

To:

City of Winchester11P

50 522P

0.53 0%11

11000 1% 1% 0.093 11000F F0% 0% C F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.550

0.817

596/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Cameron St 5700 1% 1% 0.088 6000F F0% 0% F F

Boscawen St

Piccadilly St

98%

From:

To:

From:

City of Winchester11P

50P

50P

0.17 0%11

11000 1% 1% 0.088 11000F F0% 0% F F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.643

0.504

Cameron St 4600 1% 1% 0.099 4900F F0% 0% C F

US 11 Par, Loudoun St

97%

From:

To:

City of Winchester 0.83 0%11

8200 1% 1% 0.092 8700F F0% 1% F F97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.732

Martinsburg Pike 7100 1% 1% 0.092 7500F F1% 1% F F

NCL Winchester

97%

From:To:

City of Winchester 0.31 0%11 0.548

Martinsburg Pike 11000 1% 1% 0.078 12000F F1% 1% F F

SR 37

97%

From:

To:

Frederick County 1.04 0%11

SR 37 Winchester Bypass

0.654

Martinsburg Pike 33000 0% 1% 0.078 NAG F1% 4% F

I-81 North of Winchester

94%

From:

To:

Frederick County 0.48 0%11 0.654

Martinsburg Pike 12000 1% 1% 0.084 13000F F2% 2% F F

34-761 Old Charles Town Rd

94%

From:

To:

Frederick County 1.57 0%11 0.64

Martinsburg Pike 7200 1% 1% 0.093 7600F F2% 2% F F

34-836 Walters Mill Lane

94%

From:

To:

Frederick County 1.06 0%11 0.68

Martinsburg Pike 6800 1% 1% 0.093 7200F F2% 2% C F

34-671 Cedar Hill Rd

94%

From:

To:

Frederick County 1.56 0%11 0.68

Martinsburg Pike 6300 1% 1% 0.093 6300F F2% 2% F F

West Virginia State Line

94%To:

Frederick County 2.21 0%11 0.713

Ramp to I-81 N at Exit 5 3200 0.097 3400F F F

US 11, US 19

I-81 NorthTo:

From:

City of Bristol (Maint: 95)11

Ramp to I-81 S at Exit 5 3600 0.094 3800F F F

US 11, US 19

I-81 SouthTo:

From:

City of Bristol (Maint: 95)11

Ramp to I-81 N at Exit 32 270 0.135 270G F G

US 11

I-81 NTo:

From:

Washington County 0.1411

Ramp to I-81 S at Exit 32 350 0.153 350G F G

US 11

I-81 STo:

From:

Washington County11

Ramp to I-81 S at Exit 39 710 0.129 710G F G

US 11

I-81 STo:

From:

Smyth County 0.1311

Ramp to I-81 N at Exit 39 1400 0.117 1400G F G

US 11

I-81 NTo:

From:

Smyth County 0.1311

606/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp to I-81 S at Exit 44 1200 0.126 1200G F G

Ramps US 11 N042A; US 11 S042A

I-81 SouthTo:

From:

Smyth County 0.1511

Ramp to I-81 S at Exit 67 450 0.142 450F F F

US 11 W Lee Highway

I-81 SouthTo:

From:

Wythe County 0.4711

Ramp 2400 0.108 2400G F G

US 11 FROM RT 460 TO 81 SOUTH & PARK

US 11- 120C TO PARKWAY DRIVEFrom:

To:

From:

Town of Christiansburg (Maint: 60) 0.1011

Ramp 1100 0.112 1100G F G

US 460-E124A FROM RT 11 AND PARKWAY DRIVFrom:

To:

Town of Christiansburg (Maint: 60) 0.1811

Ramp from US 460 East

Ramp 5700 0.139 5700G F G

I-81 South Exit 118 Collector RdTo:

Town of Christiansburg (Maint: 60) 0.1511

Ramp 1300 0.137 1300G F G

US 11- 120A TO PARKWAY DRIVE

US 460 FROM RT 11To:

From:

Town of Christiansburg (Maint: 60) 0.1311

Ramp 6800 0.101 6800G F G

US 11, Bus US 460 Roanoke St

US 460 EastTo:

From:

Town of Christiansburg (Maint: 60) 0.1311

Ramp to I-81 N at Exit 150 2000 0.072 2000G F G

US 11

I-81 NorthTo:

From:

Botetourt County 0.2311

Ramp to I-81 S at Exit 162 1100 0.142 1100G F G

US 11 Lee Highway

I-81 SouthTo:

From:

Botetourt County 0.1111

Ramp to I-81 N at Exit 162 260 0.139 260G F G

US 11 Lee Highway

I-81 NorthTo:

From:

Botetourt County 0.1911

Ramp to I-81 N at Exit 167 410 0.117 400G F G

US 11 Lee Highway

I-81 NorthTo:

From:

Botetourt County 0.1311

Ramp to I-81 S at Exit 175 770 0.106 770G F G

US 11

I-81 STo:

From:

Rockbridge County 0.1911

Ramp to I-81 N at Exit 175 320 0.088 320G F G

US 11

I-81 NTo:

From:

Rockbridge County 0.2111

Ramp 1100 0.112 1100G F G

US 11

I-81 NorthTo:

From:

Rockbridge County 0.0911

616/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 2600 0.104 2600G F G

US 11 N Lee Highway

I-64 EastTo:

From:

Rockbridge County 0.2311

Ramp 1400 0.103 1400G F G

US 11 N Lee Highway

I-64 WestTo:

From:

Rockbridge County 0.2111

Ramp to I-81 S at Exit 195 1400 0.094 1400G F G

US 11 N

I-81 NTo:

From:

Rockbridge County 0.1411

Ramp to I-81 N at Exit 195 2300 0.078 2300G F G

Ramps US 11 S209B; US 11 N209B

I-81 NTo:

From:

Rockbridge County 0.1611

Ramp to I-81 N at Exit 213 3000 0.103 3000G F G

US 11 Ramps

I-81 NorthTo:

From:

Augusta County 0.2811

Ramp to I-81 S at Exit 213 1800 0.089 1800G F G

US 11 Ramps

I-81 SouthTo:

From:

Augusta County 0.3411 0.614

Ramp US 11 to I-81 at Exit 243 6900 0.089 6900G F G

US 11

Ramp Split NB and SBFrom:

To:

From:

Rockingham County11

Ramp US 11 to I-81 S at Exit 251 3200 0.091 3400F F F

I-81 SouthTo:

Rockingham County 0.2411

Ramp US 11 to I-81 N at Exit 251 3400 0.104 3600F F F

Ramp Split NB and SB

I-81 NorthTo:

From:

Rockingham County 0.3511

Ramp US 11 to I-81 at Exit 251 4200 0.079 4400F F F

US 11 Valley Pike

Ramp Split NB and SBFrom:

To:

From:

Rockingham County11

Ramp to I-81 North

0.551

Ramp US 11 to I-81 S at Exit 251 2400 0.090 2500F F F

I-81 SouthTo:

Rockingham County 0.1511

Ramp US 11 to I-81 N at Exit 251 1800 0.089 1900F F F

Ramp to I-81 South

I-81 NorthTo:

From:

Rockingham County 0.4911

Ramp to I-81 S at Exit 257 4200 0.122 4100F F F

US 11, SR 259

I-81 SouthTo:

From:

Rockingham County 0.1711

Ramp to I-81 N at Exit 257 530 0.097 520F F F

US 11 Valley Pike

I-81 NorthTo:

From:

Rockingham County 0.1411

626/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp to I-81 N at Exit 298 3500 0.106 3500G F G

US 11 Old Valley Pike

I-81 NorthTo:

From:

Shenandoah County11

Ramp to I-81 S at Exit 298 1300 0.136 1300G F G

US 11 Old Valley Pike

I-81 SouthTo:

From:

Shenandoah County11

Ramp to I-81 S at Exit 317 8200 0.075 8200G F G

US 11 Martinsburg Pike

I-81 SouthTo:

From:

Frederick County 0.1611

Ramp to I-81 N at Exit 317 4600 0.107 4600G F G

US 11 Martinsburg Pike

I-81 NorthTo:

From:

Frederick County 0.2011

Ramp to I-81 S at Exit 19 1500 0.098 1500F F F

US 11 N, US 58 E

I-81 SouthTo:

From:

Washington County 0.06

North

11

Ramp to I-81 N at Exit 19 930 0.126 990F F F

US 11 N, US 58 E

I-81 NorthTo:

From:

Washington County 0.20

North

11

Ramp to I-81 N at Exit 73 2700 0.097 2900F F F

US 11 N, E Main St

I-81 NorthTo:

From:

Town of Wytheville (Maint: 98) 0.27

North

11

Ramp to I-81 S at Exit 73 790 0.095 830F F F

US 11 North

I-81 SouthTo:

From:

Town of Wytheville (Maint: 98)

North

11

Ramp to I-81 S at Exit 89 180 0.163 180G F G

US 11 N, Lee Highway

I-81 SouthTo:

From:

Pulaski County 0.17

North

11

Ramp 930 0.113 980G F G

US 11 N, Roanoke St

I-81 South Exit 118 Collector RdTo:

From:

Town of Christiansburg (Maint: 60) 0.15

North

11

Ramp 800 0.099 850G F G

US 11 N, Roanoke St

I-81 North Exit 118 Collector RdTo:

From:

Town of Christiansburg (Maint: 60) 0.22

North

11

Ramp 3500 0.131 3800G F G

US 11 Williamson Rd

I-581 NorthTo:

From:

City of Roanoke (Maint: 80) 0.13

North

11

Ramp to I-81 S at Exit 180 60 0.167 60G F G

US 11 N

I-81 STo:

From:

Rockbridge County 0.07

North

11

Ramp to I-81 N at Exit 195 2300 0.078 2300G F G

US 11 N

Ramp US 11 S209BTo:

From:

Rockbridge County 0.03

North

11

636/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp toward I-81 N at Exit 213 2500 0.099 2500G F G

US 11 N

Ramp US 11 227ATo:

From:

Augusta County 0.03

North

11

Ramp toward I-81 S at Exit 213 1600 0.084 1600G F G

US 11 N

Ramp US 11 227BTo:

From:

Augusta County 0.07

North

11

Ramp to I-81 S at Exit 19 4100 0.103 4200F F F

US 11 S, US 58 W

I-81 SouthTo:

From:

Washington County 0.19

South

11

Ramp to I-81 N at Exit 19 1500 1% 1% 0.091 1600F F1% 18% F F

US 11 S, US 58 W

I-81 North

78%To:

From:

Washington County 0.14 1%

South

11

Ramp to I-81 N at Exit 89 110 0.177 110G F G

US 11 S, Lee Highway

I-81 NorthTo:

From:

Pulaski County 0.17

South

11

Ramp to I-81 S at Exit 89 320 0.153 320G F G

US 11 S, Lee Highway

I-81 SouthTo:

From:

Pulaski County 0.24

South

11

Ramp 1400 0.119 1400G F G

US 11 S, Roanoke St

I-81 South Exit 118 Collector RdTo:

From:

Town of Christiansburg (Maint: 60) 0.22

South

11

Ramp 240 0.12 250G F G

US 11 S, Roanoke St

I-81 North Exit 118 Collector RdTo:

From:

Town of Christiansburg (Maint: 60) 0.16

South

11

Ramp to I-81 S at Exit 180 620 0.113 620G F G

US 11 S

I-81 STo:

From:

Rockbridge County 0.11

South

11

Ramp to I-81 N at Exit 195 46 0.18 46G F G

US 11 S

Ramp US 11 S209BTo:

From:

Rockbridge County 0.03

South

11

Ramp toward I-81 N at Exit 213 480 0.144 480G F G

US 11 S

Ramp US 11 227ATo:

From:

Augusta County 0.02

South

11

Ramp toward I-81 S at Exit 213 210 0.306 210G F G

US 11 S

Ramp US 11 227BTo:

From:

Augusta County 0.11

South

11

Braddock St 7900 1% 1% 0.096 8400F F0% 0% F F

US 11 Valley Ave

Gerrard St

97%

To:

From:

City of WinchesterP

0.09 0%11

9300 1% 1% 0.091 9800F F0% 0% F F97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.645

0.55

646/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Braddock St 5600 1% 1% 0.098 5900F F0% 0% C F

Gerrard St

Boscawen St

98%

From:

To:

From:

(Maint: 138)P

50P

50 522 0.53 0%11

11000 1% 1% 0.093 11000F F0% 0% C F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.817

Braddock St 5100 1% 1% 0.089 5400F F0% 0% F F

Piccadilly St

98%

From:

To:

City of WinchesterP

522P

50P

50P

0.17 0%11

11000 1% 1% 0.088 11000F F0% 0% F F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.670

0.504

Braddock St 1900 0% 1% 0.099 2100F F0% 0% C F

North Ave

98%

From:

To:

City of WinchesterP

0.28 0%11

Braddock St

6500 1% 1% NA 6900F 0% 0% C F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.586

North Ave 360 1% 1% 0.116 380F F1% 4% F F

Loudoun St

94%

From:

To:

City of WinchesterP

0.11 0%11

North Ave

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.533

Loudoun St 2100 1% 1% 0.096 2300F F1% 4% F F

Wyck St

94%

From:To:

City of WinchesterP

0.18 0%11

6700 1% 1% NA 7100F 0% 1% F F96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.713

Loudoun St 3600 1% 1% 0.092 3800F F1% 2% F F

US 11 Cameron St

96%

To:

City of WinchesterP

0.36 0%11

8200 1% 1% 0.092 8700F F0% 1% F F97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.645

0.732

Liberty St 5500 0% 1% 0.079 5900G F1% 1% C G

S Main St

US 33, W Market Street

96%

From:

To:

From:

City of HarrisonburgP

0%11

15000 0% 1% NA 16000N 1% 1% N N96% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

Liberty St 4100 1% 2% 0.079 4300G F1% 2% C G

Rock St

94%

From:

To:

City of HarrisonburgP

33 0.23 0%11

9000 1% 2% NA 9600N 1% 2% N N95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

Noll Dr 2600 0% 1% 0.082 2800G F1% 1% F G

Kratzer Ave

96%

To:

City of HarrisonburgP

33P

0%11

7500 0% 1% NA 8000N 1% 1% N N96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

4th St

ALT

13000 0% 1% 0.087 14000G F1% 1% F G

W Main St

Elm St

97%

ALTALT From:To:

From:

City of Salem460 0.40 0%

ALT

11 0.521

4th St 16000 0% 1% 0.091 17000G F1% 1% C G

Union St

97%

ALTALT From:

To:

City of Salem460 0.37 0%11 0.504

4th St 13000 0% 1% 0.09 14000G F1% 1% F G

Colorado St

97%To:

City of Salem460 0.29 0%11 0.531

656/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

4th St

ALT

7900 1% 1% 0.089 8400G F0% 1% F G

Colorado St

Roanoke Blvd

97%

ALTALT From:To:

From:

City of Salem460 0.28 0%

ALT

11 0.5

Texas St 9800 1% 1% 0.099 10000G F0% 1% C G

Idaho St

97%

ALTALT From:To:

City of Salem460 0.31 0%11 0.566

Texas St 5600 0% 1% 0.102 5900G F1% 1% C G

Lynchburg Tnpk

97%

ALTALT From:To:

City of Salem460 0.61 0%11 0.507

Texas St 2600 0% 1% 0.113 2800G F1% 1% F G

Electric Rd

97%

ALTALT From:

To:

City of Salem460 0.24 0%11

Texas St

0.938

Electric Rd 17000 0% 1% 0.099 18000G F1% 1% F G

E Main St

97%

ALT From:

To:

City of Salem460 419 0.53 0%11

SR 419 Electric Rd

0.555

E Main St 16000 1% 1% 0.087 18000G F1% 1% F G

WCL Roanoke

96%

ALT From:

To:

City of Salem460 0.44 0%11

ECL Salem

0.518

Melrose Ave 14000 1% 1% 0.083 16000G F1% 1% F G

SR 117 Peters Creek Rd

96%

ALT From:

To:

City of Roanoke460 0.65 0%11 0.514

Melrose Ave 11000 1% 1% 0.089 13000G F1% 1% F G

24th St

96%

ALT From:

To:

City of Roanoke460 1.75 0%11 0.502

Melrose Ave 10000 1% 1% 0.080 11000G F1% 1% F G

Salem Turnpike

96%

ALT From:

To:

City of Roanoke460 116 0.41 0%11 0.548

Orange Ave 13000 1% 1% 0.075 14000G F1% 1% F G

10TH ST, Gainsboro Rd

96%

ALT From:To:

City of Roanoke460 116 1.00 0%11 0.545

Orange Ave 19000 1% 1% 0.096 21000A A1% 1% C A

I-581, US 220, ALT SR 220

96%

ALTALT From:To:

City of Roanoke460 116 0.90 0%11 0.523

Orange Ave 33000 1% 1% 0.096 36000G A1% 1% F G

US 11 Williamson Rd

96%To:

460 116 220 0.24 0%11 0.523

Johnson St 9100 0% 0% 0.087 9700G F0% 0% F G

US 11; Coalter St

New St

99%

Bus From:

To:

From:

City of Staunton250 0.18 0%

Bus

11

Johnson St

0.531

New St 790 1% 1% 0.108 840G F0% 0% F G

Frederick St

98%

Bus From:To:

City of Staunton250P

0.17 0%11

5500 0% 1% 0.091 5900G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.600

New St 740 1% 1% 0.111 790G F0% 0% C G

Churchville Ave

98%

To:

City of Staunton250P

0.36 0%11

5000 0% 1% 0.094 5300G F0% 0% C G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.509

666/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Augusta St 9200 1% 1% 0.093 9800N F0% 0% N N

Churchville Ave

Sunnyside St

98%

Bus From:

To:

From:

City of Staunton250 0.02 0%

Bus

11

Churchville Ave

0.614

Augusta St 6900 0% 1% 0.095 7300G F0% 0% F G

Edgewood Rd

98%

Bus From:To:

City of Staunton 0.41 0%11 0.566

Augusta St 7500 0% 1% 0.094 8000G F0% 0% F G

Lambert St

98%

Bus From:To:

City of Staunton 0.28 0%11 0.519

Augusta St 4200 0% 1% 0.099 4400G F0% 0% C G

Coalter St

98%

Bus From:To:

City of Staunton 1.14 0%11 0.522

Augusta St 5900 0% 1% 0.095 6300G F0% 0% F G

US 11 Commerce Rd

98%To:

City of Staunton 0.71 0%11 0.514

Johnson St 8600 0% 0% 0.086 9100G F0% 0% F G

Augusta St

US 250 Par, New St

99%

Bus From:

To:

From:

City of StauntonP

250 0.06 0%

Bus

11

SR 254 Beverly St

NA 0.091 NAFCombined Traffic Estimates for Parallel Roadways on this Route:

0.608

0.600

Augusta St 4700 0% 0% 0.091 5000G F0% 0% F G

Johnson St

99%

Bus From:

To:

City of StauntonP

250 0.07 0%11

US 250 Par; Sunnyside St

5500 0% 1% 0.091 5900G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.692

0.600

Augusta St 4300 0% 0% 0.094 4500G F0% 0% C G

SR 254 Beverly St

99%

To:

City of StauntonP

250 0.43 0%11

5000 0% 1% 0.094 5300G F0% 0% C G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.574

0.509

2200 0% 1% 0.097 2300N F0% 0% N N

US 11

SCL Lexington

99%

Bus From:To:

From:

Rockbridge County 0.03 0%

Bus

11 0.505

Main St 2200 0% 1% 0.097 2300G F0% 0% C G

Thornhill Rd

99%

Bus From:To:

City of Lexington 0.39 0%11 0.505

Main St 3700 0% 1% 0.095 4000G F0% 0% F G

Wallace St

99%

Bus From:To:

City of Lexington 0.16 0%11 0.530

Main St 3300 0% 1% 0.096 3500G F0% 0% F G

White St

99%

Bus From:

To:

City of Lexington 0.31 0%11 0.526

Main St 2300 0% 1% 0.124 2400G F0% 0% F G

Nelson St

99%

To:

City of Lexington 0.31 0%11

3800 0% 1% 0.094 4000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.808

676/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Main St 3900 0% 1% 0.082 4100G F0% 0% F G

Nelson St

Jefferson St

99%

Bus From:

To:

From:

City of Lexington 0.24 0%

Bus

11

6800 1% 1% 0.087 7200G F1% 0% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.538

Main St 5600 0% 1% 0.087 5900G F0% 0% F G

Letcher St

99%

Bus From:To:

City of Lexington 0.18 0%11 0.523

Main St 7200 0% 1% 0.094 7700G F0% 0% C G

US 11 N Lee Highway; S Lee Highway

99%To:

City of Lexington 0.53 0%11 0.566

Jefferson St 1500 0% 1% 0.121 1600G F0% 0% C G

Bus US 11 Main St

US 60 Nelson St

99%

Bus From:To:

From:

City of LexingtonP

0.35 0%

Bus

11

3800 0% 1% 0.094 4000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.808

Jefferson St 2900 1% 2% 0.1 3100G F1% 0% C G

Bus US 11 Main St

96%

To:

City of LexingtonP

0.24 0%11

6800 1% 1% 0.087 7200G F1% 0% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.537

Goode St

Truck

900 0% 1% 0.099 980G F0% 0% F G

SR 381 Commonwealth Ave

102-3305 Piedmont Ave

98%

TruckTruck From:

To:

From:

City of Bristol19 0.21 0%

Truck

11 0.533

Cumberland St 2200 0% 1% 0.1 2300G F0% 0% C G

Truck US 11 Randall St

98%

TruckTruck From:

To:

City of Bristol19 0.34 0%11

US 421 Cumberland St

0.584

Martin Luther King Jr., Blvd 4900 0% 1% 0.092 5200G F0% 1% C G

SR 113 Moore St; Oakview Ave

98%

TruckTruck From:

To:

City of Bristol19 0.93 0%11

Cumberland St

0.548

Moore St 6200 1% 2% 0.098 6500G F0% 0% F G

Euclid Ave

97%To:

City of Bristol113 19 0.12 0%11 0.541

Whaleyville Blvd 5000 0% 1% 0.103 5100A A1% 11% C A

North Carolina State Line

133-616 Mineral Spring Rd

88%

From:To:

From:

City of Suffolk 5.37 0%13 0.620

Whaleyville Blvd 11000 0% 1% 0.071 11000G F1% 11% F G

133-677 Great Fork Rd

88%

From:To:

City of Suffolk 1.28 0%13 0.553

Whaleyville Blvd 7700 0% 1% 0.087 7600G F1% 11% F G

133-675 Cypress Chapel Rd

88%

From:

To:

City of Suffolk 0.82 0%13 0.704

Whaleyville Blvd 7500 0% 1% 0.082 7400G F1% 11% F G

133-759 S, Liberty Spring Rd West

88%

From:

To:

City of Suffolk 2.22 0%13 0.706

Whaleyville Blvd 8800 0% 1% 0.088 8600G F1% 11% F G

133-759 N, Babbtown Rd

88%

From:

To:

City of Suffolk 1.06 0%13 0.708

Whaleyville Blvd 9000 0% 1% 0.082 8800G F1% 11% F G

SR 32 Carolina Rd

88%To:

City of Suffolk 2.56 0%13 0.738

686/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Carolina Rd 16000 0% 1% 0.081 15000G F1% 11% F G

SR 32 Whaleyville Blvd

Bus US 13

88%

From:

To:

From:

City of Suffolk32 1.64 0%13

Bus US 13, SR 32 Carolina Rd

0.696

Southwest Suffolk Bypass 11000 1% 1% 0.094 11000F F2% 10% C F

US 58 Holland Rd

86%

From:

To:

City of Suffolk 0%13

Bus US 58

0.661

Suffolk Bypass 37000 1% 1% 0.095 37000F F1% 16% F F

61-604 Pitchkittle Rd

82%

From:To:

City of Suffolk58 1.41 0%13 0.65

Suffolk Bypass 40000 1% 1% 0.087 39000F F1% 16% F F

US 460 Pruden Blvd

82%

From:To:

58 0%13 0.601

Suffolk Bypass 45000 0% 1% 0.086 47000F F1% 7% F F

SR 10 SR 32 Godwin Blvd

90%

From:

To:

58 460 0%13 0.599

Suffolk Bypass 55000 0% 1% 0.085 58000F F1% 7% F F

61-642 Wilroy Rd

90%

From:

To:

City of Suffolk58 460 1.87 0%13 0.575

Suffolk Bypass 47000 0% 1% 0.085 49000F F1% 7% F F

Bus US 13,Bus US 58 Military Hwy

90%

From:

To:

City of Suffolk58 460 2.30 0%13 0.591

Military Highway 68000 0% 1% 0.083 71000G F1% 7% F G

Bus US 13

90%

From:

To:

58 460 3.46 0%13

ECL Suffolk

0.612

Military Highway 70000 0% 1% 0.099 74000A A1% 7% C A

I-664

90%

From:

To:

City of Chesapeake (Maint: 64)58 460 2.94 0%13 0.567

9200 0% 1% 0.11 9700G F1% 7% F G

Bus US 13

90%

From:

To:

City of Chesapeake58 460 0.11 0%13

US 58; SR 191

0.52

6900 1% 2% 0.113 7300G F3% 4% F G

SR 191, S Military Hwy

90%

From:To:

City of Chesapeake460 191 0%13 0.576

Military Highway 5800 1% 2% 0.113 6100G F3% 4% F G

Ramp from I-664; Shaefer Ave

90%

From:

To:

City of Chesapeake460 0%13

5800 NA NAGCombined Traffic Estimates for 2 Parallel Roadways on this Route:

0.576

Military Highway 9300 1% 2% 0.148 9800G F3% 4% C G

I-64

90%

From:To:

City of Chesapeake460 2.44 0%13 0.813

Military Highway 17000 0% 1% 0.101 18000G F1% 1% F G

US 17 George Washington Hwy

97%

From:

To:

City of Chesapeake460 1.37 0%13 0.607

Military Highway 18000 0% 1% 0.101 20000G F1% 1% F G

SR 196 Canal Dr

97%

From:

To:

City of Chesapeake460 1.01 0%13 0.514

Military Highway 35000 0% 1% 0.115 38000A A1% 1% C A

SR 166 Bainbridge Blvd

97%

From:

To:

City of Chesapeake460 0%13 0.531

Military Highway 34000 0% 1% 0.096 37000F F1% 5% F F

I-464

93%To:

City of Chesapeake 0%13 0.500

696/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Military Highway 25000 0% 1% 0.094 27000F F1% 3% F F

I-464

Campostella Rd

95%

From:To:

From:

City of Chesapeake 0.78 0%13 0.511

Military Highway 24000 0% 0% 0.092 26000F F0% 0% F F

SR 168 Battlefield Blvd

98%

From:To:

City of Chesapeake 0.65 0%13 0.534

Military Highway 23000 0% 0% 0.09 25000F F0% 0% F F

Allison Dr

98%

From:To:

City of Chesapeake 0.72 0%13 0.520

Military Highway 25000 0% 1% 0.096 NAG F1% 1% F

Greenbrier Pkwy

97%

From:To:

City of Chesapeake 0.41 0%13 0.603

Military Highway 28000 0% 2% 0.092 29000F F0% 1% C F

SCL Virginia Beach

97%

From:

To:

City of Chesapeake 1.67 0%13

NCL Chesapeake

0.544

Military Hwy 24000 1% 1% 0.109 NAG F1% 1% C

Indian River Rd

98%

From:

To:

City of Virginia Beach 0.67 0%13 0.611

Military Hwy 39000 1% 1% 0.097 42000G F1% 1% F G

SCL Norfolk

98%

From:

To:

City of Virginia Beach 1.02 0%13

WCL Virginia Beach

0.607

Military Highway 42000 1% 1% 0.101 45000G F1% 1% F G

I-264

98%

From:

To:

City of Norfolk 0.85 0%13 0.779

Military Highway 50000 1% 1% 0.087 53000G F0% 1% F G

US 58 Virginia Beach Blvd

97%

From:

To:

City of Norfolk 0%13 0.656

Military Highway 34000 1% 1% 0.077 NAG F0% 1% C

SR 165, SR 166 Princess Anne Rd

97%

From:

To:

City of Norfolk 0%13

SR 165; SR 166

0.555

Northampton Blvd 23000 1% 1% 0.095 25000G F0% 1% F G

SR 165 Kempsville Rd

97%

From:To:

City of Norfolk165 166 0.26 0%13 0.538

Northampton Blvd 31000 0% 1% 0.092 32000G F1% 3% F G

I-64

96%

From:To:

City of Norfolk166 0.62 0%13 0.602

Northampton Blvd 73000 0% 1% 0.081 75000G F1% 3% F G

WCL Virginia Beach

96%

From:

To:

City of Norfolk166 0.20 0%13

NCL Norfolk

0.557

Northampton Blvd 49000 0% 1% 0.072 51000G F1% 3% F G

SR 166 Diamond Springs Rd

96%

From:To:

City of Virginia Beach166 0.95 0%13 0.593

Northampton Blvd 33000 0% 1% 0.101 34000A A1% 3% C A

SR 225 Independence Blvd

96%

From:

To:

City of Virginia Beach 2.14 0%13 0.549

Northampton Blvd 21000 0% 1% 0.074 22000G F1% 3% F G

US 60 Shore Dr

96%

From:

To:

City of Virginia Beach 1.19 0%13 0.576

Northampton Blvd 8900 0% 1% 0.081 9100G F1% 3% F G

NCL Virginia Beach

96%

From:

To:

City of Virginia Beach 0.78 0%13 0.505

Chesapeake Bay Bridge Tunnel 9300 0% 1% 0.08 8500G F1% 6% F G

65-600 Seaside Rd

92%To:

Northampton County 19.14 0%13 0.579

706/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Lankford Hwy 9800 0% 1% 0.079 8900G F1% 6% F G

65-600 Seaside Rd

65-624 Capeville Dr

92%

From:To:

From:

Northampton County 4.78 0%13 0.579

Lankford Hwy 12000 0% 1% 0.078 11000G F1% 6% F G

Bus US 13 S of Cheriton

92%

From:To:

Northampton County 4.56 0%13 0.584

Lankford Hwy 13000 0% 1% 0.082 12000G F1% 6% F G

SWCL Cheriton

92%

From:To:

Northampton County 1.28 0%13 0.543

Lankford Hwy 13000 0% 1% 0.082 12000N F1% 6% N N

S Mid CL Cheriton

92%

From:To:

Town of Cheriton (Maint: 65) 0.07 0%13 0.543

Lankford Hwy 13000 0% 1% 0.082 12000N F1% 6% N N

N Mid CL Cheriton

92%

From:

To:

Town of Cheriton (Maint: 65) 0.29 0%13 0.543

Lankford Hwy 13000 0% 1% 0.082 12000N F1% 6% N N

Bus US 13 N of Cheriton

92%

From:

To:

Town of Cheriton (Maint: 65) 0.07 0%13 0.543

Lankford Hwy 13000 0% 1% 0.08 12000G F1% 6% F G

NCL Cheriton

92%

From:

To:

Town of Cheriton (Maint: 65) 0.48 0%13 0.555

Lankford Hwy 13000 0% 1% 0.08 12000N F1% 6% N N

Bus US 13 S of Eastville

92%

From:

To:

Northampton County 2.73 0%13 0.555

Lankford Hwy 12000 0% 1% 0.078 11000G F1% 6% F G

SCL Eastville

92%

From:

To:

Northampton County 1.06 0%13 0.564

Lankford Hwy 12000 0% 1% 0.078 11000N F1% 6% N N

NCL Eastville

92%

From:

To:

Town of Eastville (Maint: 65) 0.24 0%13 0.564

Lankford Hwy 12000 0% 1% 0.078 11000N F1% 6% N N

Bus US 13 N of Eastville

92%

From:To:

Northampton County 1.03 0%13 0.564

Lankford Hwy 13000 0% 1% 0.078 12000G F1% 6% F G

65-628 James Allen Dr

92%

From:To:

Northampton County 2.45 0%13 0.534

Lankford Hwy 12000 0% 1% 0.077 11000G F1% 6% F G

65-620 Birdsnest Dr

92%

From:To:

Northampton County 3.29 0%13 0.566

Lankford Hwy 12000 0% 1% 0.078 11000G F1% 6% F G

SCL Nassawadox

92%

From:To:

Northampton County 2.41 0%13 0.536

Lankford Hwy 12000 0% 1% 0.078 11000N F1% 6% N N

65-678 Pine Ave

92%

From:

To:

Town of Nassawadox (Maint: 65) 0.85 0%13 0.536

Lankford Hwy 13000 0% 1% 0.084 12000G F1% 6% F G

NCL Nassawadox

92%

From:

To:

Town of Nassawadox (Maint: 65) 0.13 0%13 0.511

Lankford Hwy 13000 0% 1% 0.084 12000N F1% 6% N N

Bus US 13 S of Exmore

92%

From:

To:

Northampton County 2.63 0%13 0.511

Lankford Hwy 14000 0% 1% 0.08 13000G F1% 6% F G

SCL Exmore

92%To:

Northampton County 1.25 0%13 0.519

716/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Lankford Hwy 14000 0% 1% 0.08 13000N F1% 6% N N

SCL Exmore

SR 183 Exmore

92%

From:To:

From:

Town of Exmore (Maint: 65) 0.15 0%13 0.519

Lankford Hwy 14000 0% 1% 0.079 13000G F1% 6% F G

SR 178 Belle Haven Rd

92%

From:To:

Town of Exmore (Maint: 65) 0.52 0%13 0.526

Lankford Hwy 13000 0% 1% 0.079 12000G F1% 6% F G

NCL Exmore

92%

From:To:

Town of Exmore (Maint: 65) 0.21 0%13 0.524

Lankford Hwy 13000 0% 1% 0.079 12000N F1% 6% N N

Bus US 13 Exmore; 65-687

92%

From:

To:

Town of Exmore (Maint: 65) 0.14 0%13

US 13 Bus Exmore; 65-687

0.524

Lankford Hwy 16000 0% 1% 0.080 NAG F1% 6% F

Accomack County Line

92%

From:

To:

Accomack County (Maint: 65) 0.19 0%13

Northhampton County Line

0.536

Lankford Hwy 15000 0% 1% 0.081 14000G F1% 6% F G

SCL Painter

92%

From:

To:

Accomack County 2.94 0%13 0.518

Lankford Hwy 15000 0% 1% 0.081 14000N F1% 6% N N

01-614 Hickman St

92%

From:

To:

Town of Painter (Maint: 01) 0.43 0%13

01-614 Wayside Dr

0.518

Lankford Hwy 16000 0% 1% 0.079 14000G F1% 6% F G

NCL Painter

92%

From:

To:

Town of Painter (Maint: 01) 0.46 0%13 0.530

Lankford Hwy 16000 0% 1% 0.079 14000N F1% 6% N N

SCL Keller

92%

From:

To:

Accomack County 1.84 0%13 0.530

Lankford Hwy 16000 0% 1% 0.079 14000N F1% 6% N N

S SR 180

92%

From:

To:

Town of Keller (Maint: 01) 0.38 0%13 0.530

Lankford Hwy 16000 0% 1% 0.079 15000G F1% 6% F G

NCL Keller

92%

From:To:

Town of Keller (Maint: 01)180 0.45 0%13 0.544

Lankford Hwy 16000 0% 1% 0.079 15000N F1% 6% N N

N SR 180

92%

From:To:

Accomack County180 0.01 0%13 0.544

Lankford Hwy 17000 0% 1% 0.080 16000G F1% 3% F G

01-734 Gospel Temple Rd

96%

From:To:

Accomack County 0.53 0%13 0.519

Lankford Hwy 18000 0% 1% 0.090 17000G F1% 6% F G

SCL Melfa

92%

From:To:

Accomack County 1.01 0%13 0.545

Lankford Hwy 17000 0% 1% 0.08 15000G F1% 6% F G

01-T626

92%

From:

To:

Town of Melfa (Maint: 01) 0.37 0%13 0.561

Lankford Hwy 17000 0% 1% 0.075 16000G F1% 6% F G

NCL Melfa

92%

From:

To:

Town of Melfa (Maint: 01) 0.50 0%13 0.736

Lankford Hwy 17000 0% 1% 0.075 16000G F1% 6% F G

SCL Onley

92%

From:

To:

Accomack County 2.16 0%13 0.544

Lankford Hwy 22000 0% 1% 0.08 20000G F1% 6% F G

SR 179

92%To:

Town of Onley (Maint: 01) 1.00 0%13 0.646

726/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Lankford Hwy 18000 0% 1% 0.078 16000G F1% 6% F G

SR 179 Main St

NCL Onley

92%

From:To:

From:

Town of Onley (Maint: 01) 0.17 0%13 0.519

Lankford Hwy 15000 0% 1% 0.077 14000G F1% 6% F G

SCL Accomac

92%

From:To:

Accomack County 2.97 0%13 0.527

Lankford Hwy 16000 0% 1% 0.077 15000G F1% 6% F G

NCL Accomac

92%

From:To:

Town of Accomac (Maint: 01) 0.15 0%13 0.518

Lankford Hwy 16000 0% 1% 0.077 15000G F1% 6% F G

US 13 Bus N of Accomac

92%

From:To:

Accomack County 1.39 0%13 0.505

Lankford Hwy 16000 0% 1% 0.075 14000G F1% 6% F G

01-676 Muttonhunk Rd

92%

From:

To:

Accomack County 4.48 0%13 0.508

Lankford Hwy 16000 0% 1% 0.077 15000G F1% 6% F G

01-695 Temperanceville Rd; Saxis Rd

92%

From:

To:

Accomack County 8.19 0%13 0.536

Lankford Hwy 16000 0% 1% 0.076 14000G F1% 6% F G

SR 175 Nashs Corner

92%

From:

To:

Accomack County 3.69 0%13 0.519

Lankford Hwy 17000 0% 1% 0.146 16000A A1% 6% C A

Maryland State Line

92%To:

Accomack County 4.09 0%13 0.502

Ramp 3900 0.125 4100G F G

US 13 Military Highway

I-64 WestTo:

From:

City of Chesapeake (Maint: 64)13

Ramp 5200 0.089 5600G F G

US 13 Military Highway

I-64 EastTo:

From:

City of Chesapeake (Maint: 64)13

Ramp 8200 0.117 8800G F G

US 13 Military Highway

I-464 SouthTo:

From:

City of Chesapeake (Maint: 64)13

Ramp 4200 0.102 4500G F G

US 13 Military Highway

I-464 NorthTo:

From:

City of Chesapeake (Maint: 64)13

Ramp 19000 0.080 21000G F G

US 13 North Ramp

I-64 EastTo:

From:

City of Norfolk (Maint: 64)13

Ramp NA NA NA

US 13 N, Northampton Blvd

US 13 South RampTo:

From:

City of Norfolk (Maint: 64)

North

13

Ramp 8400 0.117 9000G F G

US 13 N, Military Highway

I-264 East Collector RdTo:

From:

City of Norfolk (Maint: 64) 0.19

North

13

736/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 2500 0.132 2700G F G

US 13 N, Military Highway

I-264 West Collector RdTo:

From:

City of Norfolk (Maint: 64) 0.10

North

13

Ramp 26000 0.086 26000G F G

US 13 S, Northampton Blvd

Ramp to I-64 East

South From:

To:

From:

City of Norfolk (Maint: 64)

South

13

US 13 South Ramp

Ramp NA NA NA

US 13 North RampTo:

City of Norfolk (Maint: 64)13

Ramp 9400 0.089 10000G F G

US 13 South Ramp

I-64 WestTo:

From:

City of Norfolk (Maint: 64)

South

13

Ramp 8800 0.097 9400G F G

US 13 S, Military Highway

I-264 East Collector RdTo:

From:

City of Norfolk (Maint: 64) 0.11

South

13

Ramp 6300 0.108 6700G F G

US 13 S, Military Highway

I-264 West Collector RdTo:

From:

City of Norfolk (Maint: 64) 0.19

South

13

Coastal Blvd 3500 0% 1% 0.097 3600G F1% 1% F G

US 13 S of Onley

NCL Onley

98%

Bus From:

To:

From:

Town of Onley (Maint: 01) 0.98 0%

Bus

13 0.541

Coastal Blvd 3500 0% 1% 0.097 3600N F1% 1% N N

US 13

98%

Bus From:

To:

Accomack County 0.37 0%13 0.541

Front St 2200 0% 1% 0.098 2100N F1% 1% N N

SR 126; SR 316

96%

Bus From:To:

Accomack County 0.42 0%13 0.502

Front St 2200 0% 1% 0.098 2100F F1% 1% C F

01-659 Wharton Rd

96%

Bus From:To:

Accomack County 1.01 0%13 0.502

Front St 1700 0% 1% 0.101 1700F F1% 1% C F

SCL Accomac

98%

Bus From:To:

Accomack County 0.79 0%13 0.583

Front St 1700 0% 1% 0.101 1700N F1% 1% N N

01-764 Courthouse Ave

98%

Bus From:To:

Town of Accomac (Maint: 01) 0.31 0%13 0.583

Front St 2000 0% 2% 0.094 2000F F1% 2% C F

NCL Accomac

96%

Bus From:

To:

Town of Accomac (Maint: 01) 0.89 0%13 0.517

Front St 2000 0% 2% 0.094 2000N F1% 2% N N

US 13 N of Accomac

96%To:

Accomack County 0.96 0%13 0.517

Main St 2400 0% 2% 0.098 2300G F1% 1% C G

US 13 S of Exmore

SCL Exmore

95%To:

From:

Town of Exmore (Maint: 65) 0.40 0%

Bus

13 0.525

746/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Main St 2400 0% 2% 0.098 2300N F1% 1% N N

SCL Exmore

SR 178 Belle Haven Rd

95%

Bus From:To:

From:

Town of Exmore (Maint: 65) 1.10 0%

Bus

13 0.525

Lincoln Ave 2400 0% 2% 0.098 2300N F1% 1% N N

NCL Exmore

95%

Bus From:To:

Town of Exmore (Maint: 65) 0.47 0%13 0.525

Lincoln Ave 2400 0% 2% 0.098 2300N F1% 1% N N

US 13 N of Exmore

95%To:

Town of Exmore (Maint: 65) 0.17 0%13 0.525

Courthouse Rd 1500 1% 1% 0.102 1400G F1% 1% C G

US 13 S of Eastville

SCL Eastville

97%

Bus From:To:

From:

Northampton County 1.17 0%

Bus

13 0.538

Courthouse Rd 1500 1% 1% 0.102 1400N F1% 1% N N

65-631 Eastville

97%

Bus From:

To:

Town of Eastville (Maint: 65) 0.17 0%13

65-631 Willow Oak Rd

0.538

Courthouse Rd 2000 2% 2% 0.154 1900G F0% 0% C G

NCL Eastville

95%

Bus From:

To:

Town of Eastville (Maint: 65) 0.19 0%13 0.505

Courthouse Rd 2000 2% 2% 0.154 1900N F0% 0% N N

US 13 N of Eastville

95%To:

Northampton County 1.18 0%13 0.505

Bayside Dr 2300 0% 1% 0.087 2300G F0% 1% C G

US 13 S of Cheriton

SCL Cheriton

98%

Bus From:

To:

From:

Northampton County 0.80 0%

Bus

13 0.615

Bayside Dr 2300 0% 1% 0.087 2300N F0% 1% N N

US 13 Cheriton

98%To:

Town of Cheriton (Maint: 65) 0.79 0%13 0.615

Carolina Rd 11000 0% 1% 0.080 11000G F1% 11% F G

US 13 Southwest Suffolk Bypass

Old SCL Suffolk

88%

Bus From:To:

From:

City of Suffolk32 1.17 0%

Bus

13 0.566

Carolina Rd 10000 0% 1% 0.084 10000G F1% 11% F G

Fayette St

88%

Bus From:

To:

City of Suffolk32 0.54 0%13

US 13; SR 32 Fayette St

0.535

Main St 9400 0% 1% 0.078 9900G F0% 0% C G

Begin SR 10

98%

Bus From:To:

City of Suffolk32 0.34 0%13 0.532

Main St 16000 0% 1% 0.081 17000G F0% 0% F G

US 58; Bus US 460

98%

BusBusBus From:

To:

City of Suffolk32 10 0.68 0%13

SR 32 Main St

0.508

Constance Rd 14000 0% 1% 0.085 14000G F1% 1% F G

Pinner St

97%

BusBusBus From:

To:

58 460 0.88 0%13 0.592

Portsmouth Blvd 16000 0% 1% 0.088 17000F F1% 1% C F

SR 337 Washington St

97%To:

City of Suffolk58 460 1.60 0%13 0.539

756/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Portsmouth Blvd

BusBus

21000 0% 1% 0.086 23000G F1% 2% C G

SR 337 Washington St

US 13, US 58, US 460

96%To:

From:

City of Suffolk58 460 1.22 0%

Bus

13 0.589

Old Buckingham Rd 1100 0% 1% 0.094 1100F F2% 9% C F

US 60 Anderson Hwy

Powhatan County Line

88%

From:

To:

From:

Cumberland County 7.19 0%13

Cumberland County Line

0.579

Old Buckingham Rd 1500 1% 1% 0.107 1500G F1% 2% C G

72-638 Gills Road

95%

From:

To:

Powhatan County 4.07 0%13

72-638 Gills Rd

0.679

Old Buckingham Rd 2000 1% 1% 0.1 2000G F1% 1% C G

72-609 Giles Bridge Rd

96%

From:To:

Powhatan County 6.51 0%13 0.897

Old Buckingham Rd 7400 1% 1% 0.092 7300F F1% 3% C F

72-1002 Emmanual Church Rd

95%

From:

To:

Powhatan County 2.22 0%13 0.699

Old Buckingham Rd 2700 5% 2% 0.115 2700F F0% 0% C F

72-1005 Skaggs Rd

93%

From:

To:

Powhatan County 1.44 0%13 0.543

Old Buckingham Rd 2700 1% 1% 0.097 2600F F0% 0% C F

SR 300 Courthouse Tavern Lane

97%

From:

To:

Powhatan County 0.28 0%13 0.502

Old Buckingham Rd 2600 1% 1% 0.101 2600F F1% 0% C F

US 60 James Anderson Hwy

97%To:

Powhatan County 2.37 0%13 0.543

The Trail 400 1% 2% 0.139 400G F1% 7% C G

US 360; St Stephens Church

49-629 Walkerton Landing Rd

89%

From:

To:

From:

King & Queen County 6.14 0%14 0.625

The Trail 440 2% 3% 0.115 430G F3% 7% C G

49-620 W, Duck Pond Rd

85%

From:To:

King & Queen County 1.81 0%14 0.552

The Trail 290 1% 4% 0.096 280G F2% 16% C G

49-617 Carletons Corner Rd

78%

From:To:

King & Queen County 9.74 0%14 0.529

The Trail 710 1% 2% 0.114 700G F1% 5% C G

49-614 Clifton Lane

92%

From:To:

King & Queen County 5.63 0%14 0.5

The Trail 1500 1% 1% 0.107 1500G F2% 15% C G

SR 33 Shacklefords

80%

From:To:

King & Queen County 6.81 0%14 0.527

Lewis Puller Mem. Hwy 11000 1% 1% 0.094 11000G F1% 5% C G

SR 33 Shacklefords Fork

92%

From:

To:

King & Queen County33 1.66 0%14

SR 33 Lewis Puller Mem Hwy

0.643

Buena Vista Rd 3900 1% 1% 0.093 3800G F1% 4% C G

Gloucester County Line

93%

From:

To:

King & Queen County 4.95 0%14

King & Queen County Line

0.624

Adner Rd 4200 1% 1% 0.088 4200G F1% 4% F G

US 17 W, George Washington Mem Hwy

93%

From:

To:

Gloucester County 1.04 0%14

W US 17 Adner

0.631

George Washington Mem Hwy 8900 0% 1% 0.086 9500G F0% 1% F G

36-615

97%To:

Gloucester County17 3.73 0%14 0.545

766/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

George Washington Mem Hwy 11000 0% 1% 0.086 11000G F0% 1% F G

36-615

36-606 Ark

97%

From:To:

From:

Gloucester County17 1.65 0%14 0.519

George Washington Mem Hwy 13000 0% 1% 0.088 14000G F0% 1% F G

US 17; Bus US 17

97%

Bus From:To:

Gloucester County17 2.45 0%14 0.570

Main St 5400 1% 1% 0.094 5300G F0% 0% C G

36-1007

99%

Bus From:To:

Gloucester County17 0.56 0%14 0.562

Main St 7200 1% 1% 0.095 7100G F0% 0% F G

SR 3

99%

From:

To:

Gloucester County17 0.71 0%14

Bus US 17

0.505

John Clayton Memorial Hwy 17000 0% 1% 0.090 16000G F0% 1% F G

36-623

98%

From:

To:

Gloucester County3 2.18 0%14 0.621

John Clayton Memorial Hwy 12000 0% 1% 0.089 12000G F0% 1% C G

Mathews County Line

98%

From:

To:

Gloucester County3 4.07 0%14

Gloucester County Line

0.64

John Clayton Mem Hwy 9700 0% 1% 0.082 9500G F0% 1% F G

SR 3 Fort Nonsense

98%

From:

To:

Mathews County3 0.11 0%14

SR 3 Windsor Rd

0.652

John Clayton Mem Hwy 5200 0% 1% 0.086 5100G F1% 1% F G

57-617 North River Rd

98%

From:

To:

Mathews County 0%14 0.608

John Clayton Mem Hwy 4200 0% 1% 0.084 4100G F1% 1% F G

57-660 Philpotts Ave

98%

From:

To:

Mathews County 1.38 0%14 0.587

John Clayton Mem Hwy 4700 0% 1% 0.088 4600G F1% 1% F G

SR 198 WEST

98%

From:To:

Mathews County 3.15 0%14 0.543

5000 0% 1% 0.088 4900G F1% 1% C G

SR 198 E, Buckley Hall Rd

98%

From:To:

Mathews County198 1.69 0%14 0.506

Main St 4100 0% 1% 0.086 4000G F1% 1% C G

57-611 Tabernacle Rd

98%

From:To:

Mathews County 0.62 0%14 0.531

John Clayton Mem Hwy 2400 0% 1% 0.087 2400G F1% 1% C G

57-604 Antioch Rd

97%

From:To:

Mathews County 4.65 0%14 0.552

John Clayton Mem Hwy 930 0% 1% 0.085 910G F0% 0% C G

57-602 Sand Bank Rd

98%

From:To:

Mathews County 1.88 0%14 0.541

John Clayton Mem Hwy 260 1% 1% 0.11 250G F0% 0% C G

Bayside Wharf

98%To:

Mathews County 1.74 0%14 0.579

2700 1% 1% 0.089 2700G F1% 5% C G

North Carolina State Line

58-722 Noblin Farm Rd

93%

From:

To:

From:

Mecklenburg County 4.76 0%15 0.564

College St 2500 0% 1% 0.1 2400G F0% 1% C G

SCL Clarksville

98%To:

Mecklenburg County 0.59 0%15 0.541

776/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

College St 2500 0% 1% 0.1 2400N F0% 1% N N

SCL Clarksville

US 58 Virginia Ave

98%

Bus From:

To:

From:

Town of Clarksville (Maint: 58) 0.73 0%15

US 58; College St

0.541

Virginia Ave 5800 0% 0% 0.087 5700G F0% 0% C G

NCL Clarksville

99%

Bus From:To:

Town of Clarksville (Maint: 58)58 49 0.88 0%15 0.533

5800 0% 0% 0.087 5700N F0% 0% N N

US 58 East of Clarksville

99%

From:To:

Mecklenburg County58 49 0.84 0%15 0.533

4700 1% 1% 0.087 4600G F2% 7% F G

SR 49 Near Dortch Store

90%

From:To:

Mecklenburg County49 1.60 0%15 0.595

1500 1% 1% 0.096 1400G F2% 7% C G

Charlotte County Line

90%

From:

To:

Mecklenburg County 6.83 0%15

Mecklenburg County Line

0.548

Barnesville Hwy 1400 1% 1% 0.109 1400G F1% 8% C G

SR 92 Barnes Junction

89%

From:

To:

Charlotte County 7.39 0%15 0.532

Barnesville Hwy 2000 1% 1% 0.093 1900G F1% 5% C G

US 360 Near Wylliesburg

92%

From:

To:

Charlotte County 3.24 0%15 0.509

Kings Hwy 4700 1% 1% 0.082 4600G F1% 16% F G

SR 47 Krafton Gate

80%

From:

To:

Charlotte County360 3.88 1%15 0.537

Kings Hwy 4700 1% 1% 0.085 4600G F1% 16% F G

BUS US 15 South of Keysville

80%

From:

To:

Charlotte County360 6.60 1%15 0.571

Kings Hwy 4400 1% 1% 0.087 4300G F1% 13% F G

SR 40 Keysville

84%

From:

To:

Charlotte County360 3.36 0%15 0.568

Kings Hwy 5500 0% 1% 0.084 5400G F1% 8% F G

US 360, BUS US 15 North of Keysville

90%

From:To:

Charlotte County360 0%15 0.564

Farmville Hwy 4200 0% 1% 0.082 4100G F3% 4% F G

Prince Edward County Line

91%

From:

To:

Charlotte County 1.73 0%15

Charlotte County Line

0.615

Farmville Rd 3600 0% 1% 0.088 3500F F3% 4% C F

73-633 Mt Pleasant Rd

91%

From:To:

Prince Edward County 4.49 0%15 0.611

Farmville Rd 11000 0% 1% 0.088 10000F F3% 4% F F

SR 133 Kingsville Rd

91%

From:To:

Prince Edward County 7.65 0%15 0.665

Farmville Rd 11000 1% 1% 0.088 11000F F1% 10% F F

US 460 Prince Edward Hwy; Bus US 15

87%

From:

To:

Prince Edward County 0%15

US 460, BUS US 15, N Farmville Rd

0.623

Prince Edward Hwy 8900 1% 1% 0.106 8900A A2% 9% C A

US 460; Sheppards Rd

87%

Bus From:

To:

Prince Edward County460 1%15

US 460 Prince Edward Hwy

0.572

Sheppards Rd 7600 1% 1% 0.088 7400F F1% 9% F F

Bus US 15, Bus US 460, W 3rd St

89%To:

Prince Edward County460 0.14 0%15 0.596

786/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Sheppards Rd 5600 0% 3% 0.086 5400F F5% 25% C F

Bus US 15, Bus US 460, W 3rd St

Buckingham County Line

66%

From:

To:

From:

Prince Edward County 1.77 0%15

Prince Edward County Line

0.583

4700 0% 1% 0.095 4600G F1% 5% C G

14-600 Plank Rd

93%

From:To:

Buckingham County 9.30 0%15 0.513

James Madison Hwy 4700 0% 1% 0.094 4600G F1% 5% F G

US 60 Sprouses Corner

93%

From:To:

Buckingham County 5.46 0%15 0.509

James Madison Hwy 10000 1% 1% 0.095 9700G F2% 6% F G

SR 20; 14-1003 Main St

90%

From:To:

Buckingham County 1.45 0%15 0.558

James Madison Hwy 8500 1% 1% 0.089 8300G F2% 6% F G

WCL Dillwyn; 14-1010 Goldmine St

90%

From:

To:

Buckingham County 0.39 0%15 0.565

Oak St 8500 1% 1% 0.091 8300N F2% 6% N N

14-1003 E, Main St

90%

From:

To:

Town of Dillwyn (Maint: 14) 0.58 0%15 0.573

Main St 8500 1% 1% 0.091 8300N F2% 6% N N

ECL Dillwyn; 14-650

90%

From:

To:

Town of Dillwyn (Maint: 14) 0.52 0%15

ECL Dillwyn; 14-650 Bell Rd

0.573

James Madison Hwy 4800 1% 1% 0.089 4700G F2% 6% F G

14-622 Trents Mill Rd

90%

From:

To:

Buckingham County 6.39 0%15 0.565

James Madison Hwy 3600 1% 1% 0.095 3500G F2% 6% C G

14-715 Circle Drive Rd

90%

From:

To:

Buckingham County 5.44 0%15 0.518

James Madison Hwy 3900 1% 1% 0.085 3800G F2% 6% F G

Fluvanna County Line

90%

From:

To:

Buckingham County 3.03 0%15

Buckingham County Line

0.612

James Madison Hwy 3200 1% 1% 0.08 3200G F2% 6% F G

SR 6 West River Rd; Fork Union

90%

From:To:

Fluvanna County 4.54 0%15 0.616

James Madison Hwy 3600 2% 2% 0.082 3700G F1% 4% F G

SR 6 East River Rd; Dixie

91%

From:To:

Fluvanna County6 1.99 0%15 0.636

James Madison Hwy 4200 2% 2% 0.123 4200G F1% 4% F G

32-649 Central Plains Rd

91%

From:To:

Fluvanna County 4.31 0%15 0.547

James Madison Hwy 4900 2% 2% 0.130 4900G F1% 4% C G

SR 53 Thomas Jefferson Parkway

91%

From:To:

Fluvanna County 0%15 0.537

James Madison Hwy 5700 1% 1% 0.089 5800G F1% 7% F G

32-1002 Palmyra Way; 32-1005 Church St

89%

From:

To:

Fluvanna County 0%15 0.562

James Madison Hwy 7000 1% 1% 0.085 7100G F1% 7% F G

Louisa County Line; US 250 Three Notch Rd

89%

From:

To:

Fluvanna County 8.23 0%15

Fluvanna County Line; US 250 Three Notch Rd

0.633

James Madison Hwy 16000 1% 1% 0.082 16000G F1% 7% F G

I-64

89%

From:

To:

Louisa County 0%15 0.583

James Madison Hwy 19000 1% 1% 0.089 NAG F1% 7% F

54-617 S, E Green Springs Rd

89%To:

Louisa County 0%15 0.534

796/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

James Madison Hwy 7700 1% 1% 0.089 7500G F1% 7% C G

54-617 S, E Green Springs Rd

SR 22 Louisa Rd

89%

From:To:

From:

Louisa County 4.43 0%15 0.534

James Madison Hwy 6400 1% 1% 0.09 6200G F1% 8% C G

US 33 South Spotswood Trail

88%

From:To:

Louisa County 3.61 0%15 0.536

James Madison Hwy 8700 1% 1% 0.092 9000G F1% 8% F G

SCL Gordonsville

88%

From:To:

Louisa County33 0.45 0%15 0.569

Martinsburg Ave 8100 1% 1% 0.098 8100G F1% 8% F G

SR 231 S, Gordonsville Circle

88%

From:

To:

Town of Gordonsville (Maint: 54)33 1.12 0%15

US 33 Spotswood Trail

0.542

James Madison Hwy 3900 0% 1% 0.085 3900N F1% 1% N N

NCL Gordonsville

97%

From:

To:

Town of Gordonsville (Maint: 68) 0.18 0%15

James Madison Hwy 3900 0% 1% 0.085 3900F F1% 1% F F

68-639 Chicken Mountain Rd

97%

From:

To:

Orange County 4.51 0%15

James Madison Hwy 3600 0% 1% 0.082 3500F F3% 4% F F

SCL Orange

91%

From:

To:

Orange County 2.25 0%15

James Madison Hwy 11000 1% 1% 0.086 11000G F1% 4% C G

Old Gordonsville Road

93%

From:

To:

Town of Orange 1.13 0%15 0.597

Caroline St 13000 1% 1% 0.086 13000G F1% 3% C G

SR 20 S, Berryhill Rd

94%

From:

To:

Town of Orange 0.28 0%15 0.567

Caroline St 11000 1% 1% 0.093 11000G F1% 5% F G

SR 20 N; S Madison Rd

92%

From:

To:

Town of Orange20 0.17 0%15

SR 20 Caroline Street

0.524

S Madison St 7400 0% 1% 0.088 7500G F1% 3% C G

Main Street

95%

From:To:

Town of Orange 0.24 0%15 0.536

Madison St 13000 0% 1% 0.084 13000G F1% 2% C G

Lafayette Street

96%

From:To:

Town of Orange 0.61 0%15 0.508

James Madison Hwy 12000 0% 1% 0.086 12000G F1% 2% C G

68-721 NCL Orange

96%

From:To:

Town of Orange 1.10 0%15 0.501

James Madison Hwy 7000 0% 1% 0.087 7000G F1% 3% F G

Madison County Line

95%

From:

To:

Orange County 1.32 0%15

Orange County Line

0.566

James Madison Hwy 6800 0% 1% 0.087 6800G F1% 3% F G

SR 230 Orange Rd

95%

From:

To:

Madison County 0.39 0%15 0.545

James Madison Hwy 5000 0% 1% 0.090 5100G F1% 3% C G

Culpeper County Line

95%

From:

To:

Madison County 4.92 0%15

Madison County Line

0.523

James Madison Hwy 5800 1% 1% 0.081 5800F F1% 1% C F

23-649 Cedar Mountain Dr

97%

From:

To:

Culpeper County 5.10 0%15 0.621

James Madison Hwy 6500 0% 1% 0.083 6400F F1% 1% C F

SR 299 Madison Rd

97%To:

Culpeper County 2.75 0%15 0.556

806/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

James Madison Hwy 4900 1% 1% 0.081 5200F F1% 1% F F

SR 299 Madison Rd

US 29 South Of Culpeper

97%

From:To:

From:

Culpeper County 0%15 0.531

James Madison Hwy 20000 1% 1% 0.080 19000G F1% 5% F G

US 522

93%

From:To:

Culpeper County29 0%15 0.598

James Madison Hwy 21000 1% 1% 0.083 20000G F1% 5% F G

BUS US 15,BUS US 29 North of Culpeper

93%

From:

To:

Culpeper County29 0%15

BUS US 15,29 North of Culpeper

0.590

James Madison Hwy 23000 1% 1% 0.079 23000G F1% 7% F G

23-663 Alanthus Rd

89%

From:To:

Culpeper County29 0%15 0.625

James Madison Hwy 27000 1% 1% 0.081 26000G F1% 7% F G

Bus US 15, Bus US 29 South of Remington

89%

From:

To:

Culpeper County29 4.31 0%15 0.638

James Madison Hwy 25000 1% 1% 0.080 24000G F1% 7% F G

Fauquier County Line

89%

From:

To:

Culpeper County29 0.24 0%15

Culpeper County Line

0.645

James Madison Hwy 25000 1% 1% 0.083 25000G F1% 7% F G

BUS US 15, BUS US 29 North of Remington

89%

From:

To:

Fauquier County29 2.17 0%15 0.658

James Madison Hwy 28000 1% 1% 0.084 27000G F1% 7% F G

SR 28 Catlett Rd

89%

From:

To:

Fauquier County29 0.30 0%15 0.662

James Madison Hwy 21000 1% 1% 0.083 21000G F1% 7% F G

US 17 Marsh Rd

89%

From:

To:

Fauquier County29 4.00 0%15 0.687

James Madison Hwy 38000 1% 1% 0.102 38000A A1% 7% C A

30-684 Lees Ridge Rd

89%

From:

To:

Fauquier County17 29 2.28 0%15 0.608

James Madison Hwy 39000 1% 1% 0.078 38000G F1% 7% F G

Bus US 15,17,29 South of Warrenton

89%

From:To:

Fauquier County17 29 2.43 0%15 0.64

Eastern Bypass 34000 1% 1% 0.08 34000G F1% 7% F G

US 17

89%

From:To:

Fauquier County17 29 2.44 0%15 0.591

Eastern Bypass 34000 1% 1% 0.08 34000N F1% 7% N N

SCL Warrenton

89%

From:To:

Fauquier County29 0.36 0%15 0.591

Eastern Bypass 41000 1% 1% 0.081 40000G F1% 7% F G

NCL Warrenton

89%

From:To:

Town of Warrenton (Maint: 30)29 0.26 0%15 0.606

Eastern Bypass 41000 1% 1% 0.081 40000N F1% 7% N N

BUS US 15, BUS US 29 North of Warrenton

89%

From:

To:

Fauquier County29 0.22 0%15 0.606

Lee Highway 39000 1% 1% 0.074 40000G F1% 2% F G

30-693 Old Alexandria Tpk

95%

From:

To:

29 0%15 0.824

Lee Highway 43000 1% 1% 0.086 43000F B1% 2% C F

SR 215 Vint Hill Rd

95%

From:

To:

Fauquier County29 3.22 0%15 0.555

Lee Highway 41000 1% 1% 0.072 41000N F1% 2% N N

Prince William County Line

95%To:

Fauquier County29 0.13 0%15 0.591

816/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Lee Highway 41000 1% 1% 0.072 41000G F1% 2% F G

Fauquier County Line

US 29 Lee Hwy

95%

From:To:

From:

Prince William County29 0.82 0%15 0.591

James Madison Hwy 10000 1% 1% 0.085 11000G F1% 3% C G

SR 55 John Marshall Hwy

95%

From:To:

Prince William County 2.77 0%15 0.661

James Madison Hwy 26000 1% 1% 0.074 NAG F1% 2% C

WCL Haymarket

96%

From:To:

Prince William County 0.06 0%15 0.567

James Madison Hwy 26000 1% 1% 0.074 NAN F1% 2% N

I-66

96%

From:To:

Town of Haymarket (Maint: 76) 0.09 0%15 0.567

James Madison Hwy 32000 1% 1% 0.087 33000G F2% 2% F G

NCL Haymarket

94%

From:

To:

Town of Haymarket (Maint: 76) 0.24 0%15 0.506

James Madison Hwy 32000 1% 1% 0.087 33000N F2% 2% N N

SR 234 Sudley Rd

94%

From:

To:

Prince William County 3.66 0%15 0.506

James Madison Hwy 14000 1% 1% 0.115 15000A A2% 2% C A

76-701 Logmill Rd

94%

From:

To:

Prince William County 2.08 0%15 0.667

James Madison Hwy 12000 1% 1% 0.092 13000G F2% 2% F G

Loudoun County Line

94%

From:

To:

Prince William County 2.17 0%15

Prince William County Line

0.664

James Monroe Hwy 13000 0% 1% 0.096 14000F F1% 1% F F

US 50 John Mosby Hwy

97%

From:

To:

Loudoun County 0%15 0.768

James Monroe Hwy 11000 1% 1% 0.093 11000F F1% 1% F F

53-651 Gap Rd

96%

From:

To:

Loudoun County 0%15 0.540

James Monroe Hwy 12000 0% 1% 0.093 12000F F1% 1% C F

53-704 Harmony Church Rd

96%

From:To:

Loudoun County 1.93 0%15 0.540

James Monroe Hwy 13000 1% 1% 0.091 14000G F1% 2% C G

SCL Leesburg

95%

From:To:

Loudoun County 1.25 0%15 0.595

King St 11000 1% 1% 0.091 11000G F1% 2% C G

253-4209 Evergreen Mill Rd

95%

From:To:

Town of Leesburg 1.09 0%15 0.686

King St 23000 1% 1% 0.089 24000F F1% 2% F F

Bus US 15; Leesburg Bypass

95%

From:

To:

Town of Leesburg 0.22 0%15

Bus US 15 King St

0.537

Leesburg Bypass 65000 1% 1% 0.082 69000F F1% 1% F F

SR 267 Dulles Greenway

96%

From:

To:

Town of Leesburg7 0.44 0%15 0.725

Leesburg Bypass 43000 1% 1% 0.079 NAG F1% 1% C

SR 7 Market Street East

96%

From:

To:

Town of Leesburg (Maint: 53)7 0%15 0.538

Leesburg Bypass 41000 1% 1% 0.085 42000F F1% 3% F F

253-4208 Edwards Ferry Rd

95%

From:

To:

Town of Leesburg 0%15 0.565

Leesburg Bypass 24000 1% 1% 0.080 24000F F1% 3% F F

NCL Leesburg

95%To:

Town of Leesburg 1.18 0%15 0.557

826/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Leesburg Bypass 20000 1% 1% 0.075 21000F F1% 1% C F

NCL Leesburg

Bus US 15 North of Leesburg

96%

From:To:

From:

Loudoun County 0.59 0%15 0.616

James Monroe Hwy 20000 1% 1% 0.105 21000A A1% 3% C A

53-662 Lucketts Rd

95%

From:To:

Loudoun County 5.56 0%15 0.556

James Monroe Hwy 15000 1% 1% 0.081 16000F F2% 6% F F

Maryland State Line, Potomac River

90%To:

Loudoun County 4.41 0%15 0.650

Ramp 4600 0.088 4500F F F

US 15 James Madison Hwy

I-64 EastTo:

From:

Louisa County15

Ramp 5500 0.138 5300F F F

US 15 James Madison Hwy

I-64 WestTo:

From:

Louisa County15

Ramp 11000 0.108 11000G F G

US 15 James Madison Hwy

I-66 EastTo:

From:

Town of Haymarket (Maint: 76)15

Ramp 1600 0.114 1600G F G

US 15 James Madison Hwy

I-66 WestTo:

From:

Prince William County15

King St 23000 3% 0% 0.090 24000F F0% 0% F F

US 15, SR 7

253-4200 Catoctin Circle

96%

Bus From:

To:

From:

Town of Leesburg 0.56 0%

Bus

15 0.509

King St 9400 3% 0% 0.097 9900F F0% 0% F F

Fairfax St

96%

Bus From:To:

Town of Leesburg 0.08 0%15 0.521

King St 5400 3% 0% 0.106 5800F F0% 0% F F

253-4206 Loudoun St

96%

Bus From:To:

Town of Leesburg 0.40 0%15 0.502

King St 6800 0% 1% 0.09 7200F F0% 0% C F

North St

98%

Bus From:To:

Town of Leesburg 0.23 0%15 0.585

King St 6800 0% 1% 0.107 7100F F0% 0% F F

NCL Leesburg

98%

Bus From:To:

Town of Leesburg 1.30 0%15 0.592

James Monroe Highway 6800 3% 0% 0.144 8200F F0% 0% C F

US 15 Leesburg Bypass

96%To:

Loudoun County 0.32 0%15 0.516

James Madison Hwy

BusBus

9300 0% 1% 0.108 9700A A1% 1% C A

US 15, US 17, US 29 James Madison Hwy

SCL Warrenton

97%

BusBusBus From:

To:

From:

Fauquier County17 29 0.55 0%

Bus

15 0.511

James Madison Hwy 9300 0% 1% 0.108 9700N A1% 1% N N

US 17 Bus; Shirley Ave

97%To:

Town of Warrenton17 29 0.34 0%15 0.511

836/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Falmouth St 4100 0% 1% 0.094 4400G F0% 0% C G

US 17 Bus; Shirley Ave

Mockingbird Lane

98%

Bus From:To:

From:

Town of Warrenton 0%

Bus

15 0.560

Main St 5200 0% 1% 0.089 5600G F0% 0% C G

Culpeper St

99%

Bus From:To:

Town of Warrenton 0%15 0.593

Main St 5200 0% 1% 0.089 5600N F0% 0% N N

US 211 Bus

99%

BusBus From:To:

Town of Warrenton 0.05 0%15 0.593

Main St 5200 0% 1% 0.089 5600N F0% 0% N N

Alexandria Pike

99%

BusBus From:

To:

Town of Warrenton211 0.01 0%15

Main St

0.593

Alexandria Pike 5600 0% 0% 0.097 5900G F0% 0% C G

King St

99%

BusBus From:

To:

Town of Warrenton211 0.24 0%15 0.502

Alexandria St 6000 0% 0% 0.092 6400G F0% 0% F G

Blackwell Rd

99%

BusBus From:

To:

Town of Warrenton211 0.21 0%15

Alexandria Pike

0.515

Blackwell Rd 6200 0% 0% 0.093 6700G F0% 0% C G

US 29 Bus US 211; Lee Hwy

99%

BusBus From:

To:

Town of Warrenton211 0.58 0%15

US 29 Bus US 211; Blackwell Rd

0.549

Lee Highway 27000 0% 0% 0.087 29000G F0% 0% F G

NCL Warrenton

99%

BusBus From:

To:

Town of Warrenton29 0.59 0%15 0.526

Lee Highway 27000 0% 0% 0.087 29000G F0% 0% F G

US 15, US 29 Eastern Bypass

99%To:

Fauquier County29 0.27 0%15 0.526

Remington Rd

Bus

1600 0% 1% 0.086 1600G F0% 1% C G

US 15, US 29 South of Remington

Fauquier County Line

98%

BusBus From:

To:

From:

Culpeper County29 0.56 0%

Bus

15

Culpeper County Line

0.529

James Madison St 1500 0% 1% 0.096 1700G F0% 1% F G

SCL Remington

98%

BusBus From:To:

Fauquier County29 0.16 0%15 0.538

James Madsion St 1500 0% 1% 0.096 1700N F0% 1% N N

30-651 Main St

98%

BusBus From:To:

Town of Remington (Maint: 30)29 0.21 0%15 0.538

James Madsion St 2300 0% 1% 0.093 2400G F0% 1% F G

NCL Remington

98%

BusBus From:

To:

Town of Remington (Maint: 30)29 0.30 0%15 0.649

James Madsion St 2300 0% 1% 0.093 2400N F0% 1% N N

US 15, US 29 North of Remington

98%To:

Fauquier County29 1.48 0%15 0.649

Orange Rd 7000 2% 1% 0.091 7400F F1% 2% C F

US 15 South of Culpeper

SCL Culpeper

95%To:

From:

Culpeper County 0.07 0%

Bus

15 0.544

846/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Orange Rd 6400 0% 1% 0.086 6900F F0% 0% F F

SCL Culpeper

US 522 Germanna Hwy

98%

Bus From:To:

From:

Town of Culpeper 1.32 0%

Bus

15 0.55

Germanna Highway 4400 1% 2% 0.092 4600F F1% 0% C F

Main Street S

96%

BusBus From:

To:

Town of Culpeper522 0.12 0%15

Germanna Highway

0.538

Main St 11000 0% 1% 0.082 11000F F1% 1% C F

204-3651 Orange Rd

97%

BusBus From:To:

Town of Culpeper29 522 0.26 0%15 0.547

Main St 17000 0% 1% 0.080 18000F F1% 1% C F

US 522 Evans Street

97%

BusBus From:To:

Town of Culpeper29 522 0.59 0%15 0.522

Main St 15000 0% 0% 0.08 16000F F0% 0% C F

Begin SR 229

100%

BusBus From:

To:

Town of Culpeper29 0.20 0%15 0.537

Main St 15000 0% 0% 0.08 16000F F0% 0% C F

SR 229, Madison Hwy

100%

BusBus From:

To:

Town of Culpeper29 229 0.06 0%15

SR 229, Main St

0.537

Madison Highway 19000 1% 1% 0.081 20000F F1% 3% F F

Nottingham Street

94%

BusBus From:

To:

Town of Culpeper29 0.22 0%15 0.509

Madison Highway 20000 0% 1% 0.082 22000F F0% 1% C F

NCL Culpeper

97%

BusBus From:

To:

Town of Culpeper29 0.91 0%15 0.511

Madison Highway 11000 0% 2% 0.098 11000A A1% 2% C A

US 15, US 29, 23-762

96%To:

Town of Culpeper (Maint: 23)29 2.03 0%15 0.624

S Main St 17000 0% 1% 0.093 18000G F0% 1% F G

US 15, US 460

Belmont Circle

98%

Bus From:To:

From:

Town of Farmville 0.52 0%

Bus

15 0.592

Main St 17000 0% 1% 0.091 18000F F0% 1% C F

Milnwood Rd

98%

Bus From:To:

Town of Farmville 0.47 0%15 0.550

Main St 18000 0% 0% 0.09 19000G F0% 1% F G

Gilliam Dr

98%

Bus From:To:

Town of Farmville 0.28 0%15 0.561

Main St 13000 0% 0% 0.090 14000G F0% 1% F G

Griffin Blvd

98%

Bus From:

To:

Town of Farmville 0.30 0%15 0.514

Main St 9100 0% 0% 0.089 9700G F0% 1% F G

Gross St

98%

Bus From:

To:

Town of Farmville 0.16 0%15 0.500

Main St 11000 0% 0% 0.092 12000G F0% 1% F G

Putney St

98%To:

Town of Farmville 0.41 0%15 0.642

856/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Main St 9100 0% 0% 0.083 9600G F0% 1% C G

Putney St

High Street

98%

Bus From:

To:

From:

Town of Farmville 0.21 0%

Bus

15

Main Street

0.56

High St 3900 0% 0% 0.086 4100G F0% 1% F G

Venable Street

98%

Bus From:To:

Town of Farmville 0.07 0%15 0.585

High St 4300 0% 1% 0.09 4500G F0% 1% F G

Oak Street

98%

Bus From:

To:

Town of Farmville 0.29 0%15

High St

0.544

Oak St 6200 0% 1% 0.092 6600G F0% 1% F G

Third St

98%

BusBus From:

To:

Town of Farmville 0.28 0%15

Oak Street

0.585

Third St 8500 0% 1% 0.087 9300F F0% 1% C F

Industrial Park Rd

98%

BusBus From:

To:

Town of Farmville460 1.29 0%15 0.525

Third St 6200 1% 1% 0.088 6700G F1% 1% F G

73-695, WCL Farmville

97%

BusBus From:

To:

Town of Farmville460 0.94 0%15 0.643

5700 1% 1% 0.115 6300A A1% 1% C A

US 15 Sheppards Rd

97%To:

Prince Edward County460 1.22 0%15 0.597

Olds Kings Hwy

Bus

1300 1% 1% 0.110 1200G F1% 5% C G

US 15 S of Keysville

CL Keysville

93%

BusBus From:

To:

From:

Charlotte County360 3.17 0%

Bus

15 0.579

1300 1% 1% 0.110 1200N F1% 5% N N

S SR 40

93%

BusBus From:To:

Town of Keysville (Maint: 19)360 0.49 0%15 0.579

McDonald Rd 5000 1% 1% 0.092 4900G F1% 5% F G

N SR 40

93%

BusBus From:To:

Town of Keysville (Maint: 19)360 40 0.56 0%15 0.548

Four Locust Hwy 4500 1% 1% 0.086 4400G F1% 5% F G

CL Keysville

93%

BusBus From:To:

Town of Keysville (Maint: 19)360 0.37 0%15 0.534

4500 1% 1% 0.086 4400N F1% 5% N N

US 15 N of Keysville

93%To:

Charlotte County360 0%15 0.534

Jefferson Hwy 770 0% 2% 0.099 800G F2% 7% C G

North Carolina State Line

US 58 Troutdale Hwy

89%

From:

To:

From:

Grayson County 4.06 0%16

US 58 Mouth of Wilson

0.653

Troutdale Hwy 1200 1% 3% 0.104 1200G F1% 4% C G

US 58 Volney

91%

From:

To:

Grayson County58 3.99 0%16

US 58 Highlands Pkwy

0.503

Troutdale Hwy 1100 1% 3% 0.113 1100G F1% 4% F G

ECL Troutdale

91%To:

Grayson County 5.66 0%16 0.595

866/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Troutdale Hwy 770 1% 3% 0.113 800G F1% 4% F G

ECL Troutdale

WCL Troutdale

91%

From:To:

From:

Town of Troutdale (Maint: 38) 2.26 0%16 0.592

Troutdale Hwy 770 1% 3% 0.113 800N F1% 4% N N

Smyth County Line

91%

From:

To:

Grayson County 0.82 0%16

Grayson County Line

0.592

Sugar Grove Hwy 1000 1% 1% 0.117 990G F1% 7% C G

86-676 Quarter Branch Rd

90%

From:

To:

Smyth County 4.48 0%16

86-676 Quarter Branch

0.632

Sugar Grove Hwy 1100 1% 1% 0.111 1100G F2% 6% C G

86-601 Flatridge Rd

91%

From:To:

Smyth County 1.38 0%16 0.626

Sugar Grove Hwy 1800 1% 1% 0.081 1700G F1% 4% C G

SCL Marion

93%

From:

To:

Smyth County 9.25 0%16 0.588

S Commerce St 3100 0% 1% 0.085 3300G F1% 2% C G

I-81

96%

From:

To:

Town of Marion 0%16 0.556

S Commerce St 6200 0% 1% 0.082 6600G F1% 2% F G

SR 217 State St

96%

From:

To:

Town of Marion 0%16 0.559

S Commerce St 5700 0% 1% 0.082 6000G F1% 2% F G

US 11 Main St

96%

From:

To:

Town of Marion 0.68 0%16 0.557

Main St 8700 0% 0% 0.080 9200G F0% 0% F G

East Main St

99%

From:

To:

Town of Marion11 0.08 0%16 0.507

Main St 12000 0% 0% 0.080 12000G F0% 0% F G

Chatham Hill Rd; Lee St

99%

From:

To:

Town of Marion11 0.17 0%16 0.507

Main St 13000 0% 0% 0.081 14000G F0% 0% C G

US 11 Main St

99%

From:To:

Town of Marion11 0.94 0%16 0.519

Park Blvd 4000 0% 1% 0.085 4300G F0% 0% C G

NCL Marion

99%

From:To:

Town of Marion 1.27 0%16 0.571

Park Blvd 1500 1% 1% 0.098 1600G F0% 0% C G

86-617 Mitchell Valley Rd N of Marion

98%

From:To:

Smyth County 0.59 0%16 0.645

Park Blvd 1200 1% 1% 0.096 1200G F0% 0% C G

SR 348 Hungry Mother State Pk

98%

From:To:

Smyth County 1.93 0%16 0.534

Park Blvd 500 0% 2% 0.096 490G F1% 0% C G

SR 42 S, Bluegrass Trail

98%

From:

To:

Smyth County 9.43 0%16 0.576

BF Buchanan Hwy 440 2% 1% 0.12 430G F1% 1% C G

SR 42 N, Old Wilderness Rd

95%

From:

To:

Smyth County42 0.32 0%16

N SR 42 Old Wilderness Rd

0.530

B F Buchanan Hwy 210 0% 1% 0.124 210G F0% 0% C G

Tazewell County Line

98%

From:

To:

Smyth County 2.96 0%16

Smyth County Line

0.556

B F Buchanan Hwy 210 0% 1% 0.13 210F F1% 1% C F

92-601 Freestone Valley Rd

97%To:

Tazewell County 3.66 0%16 0.618

876/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

B F Buchanan Hwy 400 0% 1% 0.107 420G F1% 0% C G

92-601 Freestone Valley Rd

92-602 Pleasant Hill Church Rd

98%

From:To:

From:

Tazewell County 4.95 0%16 0.542

B F Buchanan Hwy 1100 0.096 1100F F F

92-604 Thompson Valley RdFrom:

To:

Tazewell County 2.7716 0.578

B F Buchanan Hwy 2100 0% 1% 0.098 2100F F1% 3% F F

Bus US 19, Bus US 460 Main St

95%

BusBus From:

To:

Tazewell County 1.68 0%16

S US 19 BUS

0.628

Crab Orchard Rd 1800 0% 1% 0.084 1800F F1% 0% C F

WCL Tazewell

98%

BusBus From:To:

Tazewell County19 460 1.11 0%16 0.569

1900 0% 1% 0.098 1900N F0% 0% N N

SR 16

99%

BusBus From:

To:

Tazewell County19 460 0.44 0%16

WCL Tazewell

0.563

Main St 1900 0% 1% 0.098 1900F F0% 0% C F

ALT SR 16 Fairgrounds Rd

99%

BusBus From:

To:

Town of Tazewell19 460 0.20 0%16 0.563

Main St 2900 1% 1% 0.091 2900F F0% 0% C F

Church Ave

98%

BusBus From:

To:

Town of Tazewell19 460 0.81 0%16 0.516

Fincastle Trpk 3300 0% 0% 0.090 3400G F0% 0% F G

N US 19; 460 BUS MAIN ST

99%

From:

To:

Town of Tazewell19 460 0.44 0%16

Bus US 19, Bus US 460, Main St

0.519

Tazewell Ave 4000 0% 1% 0.099 4200G F0% 0% C G

US 19, US 460

99%

From:

To:

Town of Tazewell 0.83 0%16 0.559

Tazewell Ave 2500 0% 1% 0.091 2500F F0% 1% C F

SR 61 Riverside Dr

98%

From:

To:

Town of Tazewell 0.44 0%16

Tazewell Ave

0.584

Riverside Dr 2900 1% 1% 0.093 2900F F0% 1% C F

ALT SR 16 Fairgrounds Rd

98%

From:To:

Town of Tazewell 1.30 0%16 0.55

Riverside Dr 3700 0% 2% 0.092 3700F F1% 1% C F

NCL Tazewell

97%

From:To:

Town of Tazewell 0.54 0%16 0.625

Stoney Ridge Rd 2700 0% 1% 0.095 2700F F1% 3% F F

92-636 Dry Fork Rd

94%

From:To:

Tazewell County 2.67 0%16 0.535

Stoney Ridge Rd 2000 0% 1% 0.099 2000F F1% 3% F F

92-644 Horsepen Rd

94%

From:

To:

Tazewell County 2.62 0%16 0.518

Stoney Ridge Rd 1200 0.101 1200F F F

West Virginia State LineTo:

Tazewell County 2.5516 0.630

Ramp to I-81 N at Exit 45 850 0.098 850G F G

SR 16 S Commerce St

I-81 NTo:

From:

Town of Marion (Maint: 86)16

886/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp to I-81 S at Exit 45 1900 0.123 1900G F G

Ramps SR 16 N032B; SR 16 S032B

I-81 STo:

From:

Town of Marion (Maint: 86) 0.1316

Fairgrounds Rd 2400 1% 1% 0.11 2400F F0% 1% C F

US 19 Bus Main St

NCL Tazewell; US 19; US 460

98%

ALT From:

To:

From:

Town of Tazewell 0.73 0%

ALT

16

NCL Tazewell

0.523

Fairgrounds Rd 2400 1% 1% 0.11 2400N F0% 1% N N

US 19 Tazewell

98%

ALT From:To:

Town of Tazewell 0.15 0%16 0.523

Fairgrounds Rd 2400 0% 1% 0.093 2400G F1% 2% C G

SCL Tazewell

97%

ALT From:To:

Town of Tazewell 0.45 0%16 0.536

Fairgrounds Rd 2400 0% 1% 0.093 2400N F1% 2% N N

SR 16 Riverside Dr

97%To:

Town of Tazewell 0.28 0%16 0.536

George Washington Hwy 13000 0% 1% 0.112 14000A A1% 5% C A

North Carolina State Line

131-8796 Ballahack Rd

93%

From:

To:

From:

City of Chesapeake 3.58 0%17 0.732

George Washington Hwy 13000 0% 1% 0.092 14000F F0% 0% C F

Bus US 17 George Washington Hwy

98%

From:

To:

City of Chesapeake 6.71 0%17 0.689

Dominion Blvd 10000 0% 1% 0.093 10000F F0% 0% C F

SR 165 Cedar Rd

99%

From:

To:

City of Chesapeake 3.86 0%17 0.662

Dominion Blvd 23000 0% 2% 0.093 25000F F2% 2% C F

SR 166 Bainbridge Blvd

93%

From:

To:

City of Chesapeake 0.94 0%17 0.671

Dominion Blvd 25000 0% 1% 0.088 25000F F0% 0% F F

SR 190 Great Bridge Blvd

99%

From:To:

City of Chesapeake 1.60 0%17 0.647

Dominion Blvd 36000 0% 1% 0.088 36000F F2% 9% F F

SR 168 Oak Grove Connector

88%

From:

To:

City of Chesapeake 0.28 0%17

US 17 (Ramp)

0.647

Ramp

I-464 (Ramp)From:

To:

City of Chesapeake (Maint: 64)17 0.30 See US 17 for directional traffic volume estimates for this segment.17

I-64

Ramp

IS-00064-E(B)/IS-00464-N001B(L)/FROM RT 464 NFrom:

To:

City of Virginia Beach (Maint: 64)464 0.20 See I-464 for directional traffic volume estimates for this segment.17

I-464

Hampton Roads Beltway

I-64From:

To:

City of Chesapeake (Maint: 64)64 4.31 See I-64 for directional traffic volume estimates for this segment.17

IS-00064-E(B)/IS-00064-E296A(R)/TO RT 17 NORT

83000 0% 1% 0.072 88000F F1% 5% F F93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

Ramp

3US-00017-P(U)/IS-00064-E296A(R)/FROM RT 64 EFrom:

To:

City of Chesapeake (Maint: 64)64 0.23 See I-64 for directional traffic volume estimates for this segment.17

I-64

George Washington Hwy 24000 0% 1% 0.088 26000G F1% 1% F G

US 13; US 460 Military Hwy

97%To:

City of Chesapeake 0.90 0%17 0.583

896/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

George Washington Hwy 11000 0% 1% 0.085 12000G F1% 1% C G

US 13; US 460 Military Hwy

SR 196 Canal Dr

97%

From:To:

From:

City of Chesapeake 1.00 0%17 0.61

George Washington Hwy 26000 0% 1% 0.079 28000G F1% 1% F G

SCL Portsmouth

97%

From:

To:

City of Chesapeake 0.63 0%17

NCL Chesapeake

0.577

George Washington Hwy 29000 0% 1% 0.092 NAG F1% 1% F

SR 239 Victory Blvd

97%

From:To:

City of Portsmouth 0.15 0%17 0.655

George Washington Hwy 19000 0% 1% 0.079 20000G F1% 1% F G

Derby Rd

97%

From:To:

City of Portsmouth 0.42 0%17 0.609

George Washington Hwy 20000 0% 1% 0.082 NAG F1% 1% F

124-8540 Greenwood Dr

97%

From:

To:

City of Portsmouth 0.52 0%17 0.598

George Washington Hwy 21000 0% 1% 0.082 NAG F1% 1% F

SR 141, Frederick Blvd

97%

From:

To:

City of Portsmouth 0.31 0%17

SR 141 George Washington Hwy

0.630

Frederick Blvd 12000 0% 1% 0.077 12000G F1% 1% F G

SR 337 Portsmouth Blvd

97%

From:

To:

City of Portsmouth 0.70 0%17 0.512

Frederick Blvd 13000 0% 1% 0.077 14000G F1% 1% F G

124-8547 Deep Creek Blvd

97%

From:

To:

City of Portsmouth 0.09 0%17 0.520

Frederick Blvd 18000 0% 1% 0.076 19000G F1% 1% F G

I-264

97%

From:

To:

City of Portsmouth 0.53 0%17 0.533

Frederick Blvd 23000 0% 1% 0.079 25000G F0% 0% F G

ALT SR 337 Turnpike Rd

99%

From:

To:

City of Portsmouth 0.35 0%17 0.517

Frederick Blvd 17000 0% 1% 0.082 NAG F0% 0% F

US 58 Airline Blvd

99%

From:To:

City of Portsmouth 0.51 0%17 0.508

Frederick Blvd 11000 0% 1% 0.08 11000G F0% 0% F G

124-8758 High St

99%

From:

To:

City of Portsmouth 0.16 0%17

124-8758, Frederick Blvd

0.55

High St 14000 0% 1% 0.079 14000G F0% 0% F G

Rodman Ave

99%

From:To:

City of Portsmouth 0.29 0%17 0.669

High St 19000 0% 1% 0.094 20000G F0% 0% F G

124-8525 Cedar Lane

99%

From:To:

City of Portsmouth 2.13 0%17 0.624

High St 16000 0% 1% 0.086 17000G F0% 0% F G

124-8528 Churchland Blvd

99%

From:

To:

City of Portsmouth 0.93 0%17 0.522

High St 11000 0% 1% 0.086 12000G F0% 0% F G

124-8532 Tyre Neck Rd

99%

From:

To:

City of Portsmouth 0.21 0%17 0.525

Western Branch Blvd 14000 0% 1% 0.086 15000G F0% 0% F G

ECL Chesapeake

99%

From:

To:

City of Portsmouth 0.22 0%17

WCL Portsmouth

0.513

Western Branch Blvd 16000 0% 1% 0.085 17000G F0% 0% F G

131-8524 Churchland Blvd

99%To:

City of Chesapeake 0.69 0%17 0.568

906/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

20000 0% 1% 0.103 21000A A0% 0% C A

131-8524 Churchland Blvd

ECL Suffolk

99%

From:

To:

From:

City of Chesapeake 0.56 0%17

WCL Chesapeake

0.518

Bridge Rd 23000 0% 1% 0.089 24000F F0% 0% F F

I-664; SR 164 Western Freeway

99%

From:To:

City of Suffolk 0.66 0%17 0.527

Bridge Rd 26000 0% 1% 0.082 28000F F1% 1% F F

133-626 Knots Neck Road; Shoulders Hill Rd

97%

From:To:

City of Suffolk 1.81 0%17 0.554

Bridge Rd 26000 0% 1% 0.094 28000F F1% 1% F F

133-627 Bennetts Pasture Rd

97%

From:To:

City of Suffolk 1.54 0%17 0.604

Bridge Rd 18000 0% 1% 0.093 20000G F2% 2% C G

133-628 Crittenden Rd

95%

From:

To:

City of Suffolk 2.47 0%17 0.554

Bridge Rd 14000 0% 1% 0.096 15000N F1% 1% N N

Isle of Wight County Line

97%

From:

To:

City of Suffolk 1.17 0%17

NCL Suffolk

0.542

Carrolton Blvd 14000 0% 1% 0.096 15000G F1% 1% F G

US 258; SR 32 Bartlett

97%

From:

To:

Isle of Wight County 2.43 0%17 0.542

Carrolton Blvd 26000 0% 1% 0.124 28000A A1% 1% C A

FR-807 Entrance Ragged Island

97%

From:

To:

Isle of Wight County258 32 2.17 0%17 0.663

25000 0% 1% 0.101 27000G F1% 1% F G

SCL Newport News

97%

From:

To:

Isle of Wight County258 32 4.64 0%17

Isle of Wight County Line

0.755

Mercury Blvd 25000 0% 1% 0.101 27000G F1% 1% F G

US 60 Warwick Blvd

97%

From:

To:

City of Newport News258 32 0.22 0%17 0.755

Mercury Blvd 31000 0% 1% 0.104 34000G F1% 1% F G

US 258, SR 143 Jefferson Ave

97%

From:

To:

City of Newport News258 32 0.56 0%17

US 258 Mercury Blvd

0.539

Jefferson Ave 36000 0% 1% 0.085 39000G F1% 1% F G

SR 152 Main St

97%

From:To:

City of Newport News143 1.31 0%17 0.566

Jefferson Ave 41000 0% 1% 0.087 NAG F1% 1% F

SR 306 Harpersville Rd

97%

From:To:

City of Newport News143 1.69 0%17 0.582

Jefferson Ave 45000 0% 1% 0.085 49000G F1% 1% F G

SR 312 J Clyde Morris Blvd

97%

From:

To:

City of Newport News143 1.12 0%17

SR 143 Jefferson Ave

0.513

J Clyde Morris Blvd 35000 0% 1% 0.08 38000G F1% 1% F G

I-64

97%

From:

To:

City of Newport News 1.28 0%17 0.55

J Clyde Morris Blvd 33000 0% 1% 0.082 36000G F0% 1% F G

121-7034 Harpersville Rd

97%

From:

To:

City of Newport News 0.80 0%17 0.589

J Clyde Morris Blvd 30000 0% 1% 0.084 32000G F0% 1% F G

NCL Newport News

97%To:

City of Newport News 0.25 0%17 0.536

916/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

George Washington Mem Hwy 30000 0% 1% 0.08 32000G F0% 1% F G

NCL Newport News

SR 171 Victory Blvd

97%

From:To:

From:

York County 1.20 0%17 0.524

George Washington Mem Hwy 30000 0% 1% 0.08 32000G F0% 1% F G

SR 134 Hampton Hwy

97%

From:To:

York County 0.93 0%17 0.524

George Washington Mem Hwy 40000 0% 1% 0.089 43000G B0% 1% F G

99-621 Dare Rd; Grafton Dr

97%

From:To:

York County 2.08 0%17 0.523

George Washington Mem Hwy 30000 0% 1% 0.082 32000G F0% 1% F G

SR 173 Denbigh Blvd

97%

From:To:

York County 1.07 0%17 0.549

George Washington Mem Hwy 30000 0% 1% 0.082 32000G F0% 1% F G

SR 105 Fort Eustis Blvd

97%

From:

To:

York County 1.39 0%17 0.549

George Washington Mem Hwy 22000 0% 1% 0.082 24000G F0% 1% F G

99-704 Cook Rd

97%

From:

To:

York County 0.59 0%17 0.549

George Washington Mem Hwy 17000 0% 1% 0.098 18000G F0% 1% F G

SR 238 Goosley Rd

97%

From:

To:

York County 2.38 0%17 0.784

George Washington Mem Hwy 24000 0% 1% 0.096 26000G F0% 1% F G

SR 90003 Colonial Pkwy

97%

From:

To:

York County 0.28 0%17 0.729

George Washington Mem Hwy 27000 0% 1% 0.098 29000G F0% 1% F G

99-1001 Mathew St

97%

From:

To:

York County 0.69 0%17 0.754

George Washington Mem Hwy 31000 0% 1% 0.093 34000G F0% 1% F G

Gloucester County Line

97%

From:

To:

York County 0.09 0%17

York County Line

0.716

George Washington Mem Hwy 31000 0% 1% 0.093 34000G F0% 1% F G

36-1208 Roper Rd

97%

From:To:

Gloucester County 1.47 0%17 0.716

George Washington Mem Hwy 28000 0% 1% 0.112 30000A A0% 1% C A

SR 216 Guinea Rd

97%

From:To:

Gloucester County 1.49 0%17 0.711

George Washington Mem Hwy 28000 0% 1% 0.089 30000G F0% 1% F G

36-636 Brays Point Rd, Ordinary

97%

From:To:

Gloucester County 2.92 0%17 0.651

George Washington Mem Hwy 27000 0% 1% 0.089 29000G F0% 1% F G

36-628 TC Walker Rd

97%

From:To:

Gloucester County 3.12 0%17 0.632

George Washington Mem Hwy 23000 0% 1% 0.086 24000G F0% 1% F G

Bus US 17 Main St, South of Gloucester CH

97%

From:

To:

Gloucester County 3.01 0%17 0.568

George Washington Mem Hwy 16000 0% 1% 0.098 17000G F0% 1% F G

Bus US 17 Main St, North of Gloucester CH

97%

From:

To:

Gloucester County 1.68 0%17 0.664

George Washington Mem Hwy 13000 0% 1% 0.088 14000G F0% 1% F G

36-606 Ark Rd

97%

From:

To:

Gloucester County14 2.45 0%17 0.570

George Washington Mem Hwy 11000 0% 1% 0.086 11000G F0% 1% F G

36-615 Willis Rd

97%To:

Gloucester County14 1.65 0%17 0.519

926/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

George Washington Mem Hwy 8900 0% 1% 0.086 9500G F0% 1% F G

36-615 Willis Rd

SR 14 Adner Rd

97%

From:To:

From:

Gloucester County14 3.73 0%17 0.545

George Washington Mem Hwy 5400 0% 1% 0.084 5800G F0% 1% F G

SR 33, SR 198 Glenns Rd

97%

From:To:

Gloucester County 4.77 0%17 0.52

George Washington Mem Hwy 9900 0% 1% 0.089 11000G F0% 1% F G

Middlesex County Line

97%

From:

To:

Gloucester County33 1.55 0%17

Gloucester County Line

0.504

Tidewater Trail 9600 0% 1% 0.086 10000G F0% 1% F G

Bus US 17, SR 33 Gloucester Rd, South of Saluda

97%

From:To:

Middlesex County33 0.81 0%17 0.549

Tidewater Trail 4600 0% 1% 0.086 4900G F0% 1% F G

Bus US 17 School St

97%

From:

To:

Middlesex County 1.02 0%17 0.539

Tidewater Trail 6200 0% 1% 0.086 6600G F0% 1% F G

59-603 Warner Road; Farley Park Road

97%

From:

To:

Middlesex County 2.79 0%17 0.501

Tidewater Trail 4400 0% 1% 0.085 4700G F0% 1% F G

59-602 Old Virginia Street

97%

From:

To:

Middlesex County 2.38 0%17 0.528

Tidewater Trail 4500 0% 1% 0.088 4800G F0% 1% F G

Essex County Line

97%

From:

To:

Middlesex County 7.46 0%17

Middlesex County Line

0.531

Tidewater Trail 4200 0% 1% 0.083 4400G F0% 1% F G

28-684 Center Cross

97%

From:

To:

Essex County 4.67 0%17 0.536

Tidewater Trail 4400 0% 1% 0.079 4600G F0% 1% F G

28-609 Essex Mill Rd

97%

From:

To:

Essex County 5.64 0%17 0.555

Tidewater Trail 6500 0% 1% 0.080 6900G F0% 1% F G

US 360 Brays Fork

97%

From:To:

Essex County 3.03 0%17 0.572

Tappahannock Blvd 20000 0% 1% 0.082 18000G F1% 5% F G

SCL Tappahannock

94%

From:To:

Essex County360 0.20 0%17 0.515

20000 0% 1% 0.082 18000N F1% 5% N N

US 360 Tappahannock

94%

From:To:

Town of Tappahannock (Maint: 28)360 2.24 0%17 0.515

6400 0% 1% 0.125 5900A A1% 5% C A

NCL Tappahannock

94%

From:To:

Town of Tappahannock (Maint: 28) 0.62 0%17 0.635

6400 0% 1% 0.125 5900N A1% 5% N N

28-703 Gwynnfield Rd

94%

From:

To:

Essex County 2.53 0%17 0.635

Tidewater Trail 5900 0% 1% 0.080 5200G F1% 5% F G

28-624 Caret

94%

From:

To:

Essex County 3.71 0%17 0.503

Tidewater Trail 4800 0% 1% 0.082 4200G F1% 5% F G

28-635 Rose Mount Rd

94%

From:

To:

Essex County 9.35 0%17 0.555

Tidewater Trail 5000 0% 1% 0.082 4400G F1% 5% F G

Caroline County Line

94%To:

Essex County 4.45 0%17 0.692

936/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Tidewater Trail 5200 0% 1% 0.078 4600G F1% 5% F G

Essex County Line

US 301 Port Royal

94%

From:To:

From:

Caroline County 5.89 0%17 0.662

Tidewater Trail 5000 0% 1% 0.093 4400G F1% 5% F G

16-610 Pepmeier Hill Rd

94%

From:To:

Caroline County 9.66 0%17 0.522

Tidewater Trail 5700 0% 1% 0.083 5100G F1% 5% F G

Spotsylvania County Line

94%

From:

To:

Caroline County 2.57 0%17

Caroline County Line

0.543

Mills Dr 6100 0% 1% 0.075 5700F F1% 5% F F

SR 2; Bus US 17

94%

From:To:

Spotsylvania County 1.89 0%17

Mills Dr 6100 0% 1% 0.09 5700F F1% 5% F F

88-609 Jim Morris Rd; Thornton Rolling Rd

94%

From:

To:

Spotsylvania County 1.23 0%17 0.566

Mills Dr 13000 0% 1% 0.094 12000F F1% 2% C F

88-771 Cosner Dr; 88-1035

96%

From:

To:

Spotsylvania County 3.17 0%17 0.508

Mills Dr 19000 0% 1% 0.079 17000F F1% 5% F F

Bus US 17

94%

From:

To:

Spotsylvania County 1.05 0%17

Bus US 17 Mill Rd

0.512

Mills Dr 17000 0% 1% 0.088 15000G F1% 5% F G

US 1 Jefferson Davis Hwy

94%

From:

To:

Spotsylvania County 0.27 0%17

US 17 Poor House Rd

0.750

Jefferson Davis Hwy 48000 0% 1% 0.074 51000G F0% 0% F G

I-95 N

98%

From:

To:

Spotsylvania County1 1.18 0%17

US 1

0.576

Ramp US 1, US 17 to I-95 N at Exit 126 17000 0.087 NAG F

I-95 NFrom:

To:

Spotsylvania County1 0.1217

US 1 Jefferson Davis Hwy

SCL FredericksburgFrom:

To:

Spotsylvania County95 2.81 See I-95 for directional traffic volume estimates for this segment.17

105000 1% 1% 0.089 101000A A1% 14% F A83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.507

SR 3From:

To:

City of Fredericksburg (Maint: 88)95 0.89 See I-95 for directional traffic volume estimates for this segment.17

105000 1% 1% 0.089 101000A A1% 14% F A83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.507

Stafford County LineFrom:

To:

City of Fredericksburg (Maint: 88)95 2.29 See I-95 for directional traffic volume estimates for this segment.17

NCL Fredericksburg

131000 1% 1% 0.065 128000A F1% 14% F A83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.570

US 17; BUS US 17From:

To:

(Maint: 89)95 0.74 See I-95 for directional traffic volume estimates for this segment.17

I-95 NB, US 17

131000 1% 1% 0.065 128000A F1% 14% F A83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.570

Collector Rd

Exit 133 A Ramp To Bus US 17 STo:

Stafford County95 0.45 See I-95 for directional traffic volume estimates for this segment.17

946/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Collector Rd

Exit 133 A Ramp To Bus US 17 S

Ramp From US 17 SFrom:

To:

From:

Stafford County95 0.30 See I-95 for directional traffic volume estimates for this segment.17

Collector Rd

Exit 133 B Ramp To US 17 NFrom:

To:

Stafford County95 0.20 See I-95 for directional traffic volume estimates for this segment.17

I-95 Exit 133 N Collector Rd

Ramp, I-95 N to US 17 N

Bus US 17From:

To:

Stafford County95 0.16 See I-95 for directional traffic volume estimates for this segment.17

I-95, BUS US 17

Warrenton Rd 59000 1% 2% 0.085 NAG F2% 14% F

89-655 Holly Corner Rd

81%

From:To:

Stafford County 1%17 0.564

Warrenton Rd 20000 1% 2% 0.08 19000G F2% 14% F G

89-705 Hartwood

81%

From:

To:

Stafford County 2.36 1%17 0.513

Warrenton Rd 17000 1% 2% 0.079 16000G F2% 14% F G

Fauquier County Line

81%

From:

To:

Stafford County 4.24 1%17

Stafford County Line

0.501

Marsh Rd 14000 1% 2% 0.083 13000G F2% 14% F G

30-615 Goldvein Rd

81%

From:

To:

Fauquier County 1.89 1%17

30-615 Goldvein

0.54

Marsh Rd 13000 1% 2% 0.123 13000A A2% 14% C A

30-634 Morrisville

81%

From:

To:

Fauquier County 4.28 1%17 0.535

Marsh Rd 15000 1% 2% 0.08 14000G F2% 14% F G

SR 28 Catlett Rd

81%

From:

To:

Fauquier County 7.51 1%17 0.546

Marsh Rd 18000 1% 1% 0.08 17000G F1% 11% F G

US 15, US 29 Opal

86%

From:To:

Fauquier County 3.24 1%17 0.551

James Madison Hwy 38000 1% 1% 0.102 38000A A1% 7% C A

30-684 Lees Ridge Rd

89%

From:To:

Fauquier County15 29 2.28 0%17 0.608

James Madison Hwy 39000 1% 1% 0.078 38000G F1% 7% F G

BUS US 15,17,29 South of Warrenton

89%

From:To:

15 29 2.43 0%17 0.64

Eastern Bypass 34000 1% 1% 0.08 34000G F1% 7% F G

US 15, US 29 North of Warrenton

89%

From:To:

15 29 2.44 0%17 0.591

11000 1% 1% 0.087 12000N F1% 11% N N

SCL Warrenton

86%

From:To:

Fauquier County 0.38 1%17 0.509

11000 1% 1% 0.087 12000G F1% 11% F G

NCL Warrenton

86%

From:

To:

Town of Warrenton (Maint: 30) 1.52 1%17 0.509

11000 1% 1% 0.087 12000N F1% 11% N N

Bus US 17

86%

From:

To:

Fauquier County 0.32 1%17 0.509

James Madison Hwy 20000 1% 1% 0.078 20000N F1% 11% N N

Moffet Dr

86%

From:

To:

Fauquier County 0.29 1%17 0.511

James Madison Hwy 20000 1% 1% 0.078 20000G F1% 11% F G

30-628 Blantyre Rd

86%To:

Fauquier County 1.59 1%17 0.511

956/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

James Madison Hwy 17000 1% 1% 0.117 17000A A1% 11% C A

30-628 Blantyre Rd

SR 245 Old Tavern Rd

86%

From:To:

From:

Fauquier County 5.52 1%17 0.510

Winchester Rd 15000 1% 1% 0.085 15000G F1% 11% F G

30-709 Belvoir Rd

86%

From:To:

Fauquier County 0.64 1%17 0.572

Winchester Rd 14000 1% 1% 0.084 14000G F1% 11% F G

I-66; BUS US 17

86%

From:

To:

Fauquier County 1%17

Bus US 17

0.599

Ramp 6500 0% 1% 0.128 6400F A2% 0% C F

I-66-W FROM RT 17 & 17 BUS00- NORTH & S

97%

From:

To:

17 0%17

US 17; BUS US 17

BUS US 17, SR 55From:

To:

Fauquier County66 1.27 See I-66 for directional traffic volume estimates for this segment.17

Gap in US 17

46000 1% 1% 0.11 44000A A1% 7% F A90% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.604

I-66From:

To:

Fauquier County66 55 3.42 See I-66 for directional traffic volume estimates for this segment.17

44000 1% 1% 0.109 43000A A1% 7% F A90% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.632

Ramp

US 17From:

To:

Fauquier County66 0.25 See I-66 for directional traffic volume estimates for this segment.17

I-66

Winchester Rd 8300 1% 1% 0.080 8300G F0% 4% F G

SR 55 South of Delaplane

94%

From:

To:

Fauquier County55 0.64 0%17

8300 0.079 NAG FCombined Traffic Estimates for 2 Parallel Roadways on this Route:

0.596

0.591

Winchester Rd 7100 1% 1% 0.082 7100G F0% 4% F G

30-710 Carr Rd

94%

From:To:

Fauquier County 5.68 0%17 0.615

Winchester Rd 7100 1% 1% 0.089 7100G F1% 11% F G

US 50 Paris

86%

From:To:

Fauquier County 1.48 1%17 0.610

John S Mosby Hwy 11000 1% 1% 0.1 11000G F1% 3% C G

Clarke County Line

95%

From:

To:

Fauquier County (Maint: )50 1.11 0%17

Fauquier County Line

0.723

John S Mosby Hwy 13000 1% 1% 0.093 13000G F1% 3% F G

21-723 East of Millwood

94%

From:

To:

Clarke County50 3.44 0%17

21-723 East of Milllwood

0.697

Millwood Pike 13000 1% 1% 0.095 13000G F1% 3% C G

SR 255

94%

From:

To:

Clarke County50 1.97 0%17 0.651

Millwood Pike 12000 1% 1% 0.091 12000G F1% 3% F G

US 340 South of Boyce

94%

From:

To:

Clarke County50 2.83 0%17 0.683

Millwood Pike 11000 1% 1% 0.094 11000G F1% 3% F G

Frederick County Line

94%

From:

To:

Clarke County50 1.67 0%17

Clarke County Line

0.657

Millwood Pike 3600 1% 1% 0.08 3800F F1% 36% F F

34-723 Carpers Valley Rd

60%To:

Frederick County50 2.72 2%17

966/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Millwood Pike 15000 1% 1% 0.096 16000G F1% 2% C G

34-723 Carpers Valley Rd

US 522 Front Royal Pike

95%

From:To:

From:

Frederick County (Maint: )50 2.71 0%17 0.598

Millwood Pike 15000 1% 1% 0.096 16000N F1% 2% N N

ECL Winchester

95%

From:To:

Frederick County50 522 0.23 0%17 0.598

Millwood Pike 15000 1% 1% 0.096 16000N F1% 2% N N

I-81

95%

From:To:

City of Winchester (Maint: 34)50 522 0.09 0%17 0.598

Millwood Pike 27000 0% 1% 0.087 29000N F0% 1% N N

Jubal Early Dr

98%

From:

To:

50 522 0.02 0%17

US 50 Par, Millwood Ave

0.501

Millwood Ave 27000 0% 1% 0.087 29000G F0% 1% C G

Apple Blossom Dr

98%

From:

To:

City of Winchester50 522 0.13 0%17

Jubal Early Dr

0.501

Millwood Ave 12000 1% 1% 0.086 13000F F1% 4% F F

US 50 Par, Millwood Dr

94%

From:

To:

City of Winchester50 522 0.05 0%17

US 50 Par; Apple Blossom Dr

0.501

Millwood Ave 9600 0% 1% 0.086 10000F F0% 1% F F

US 11 Cameron St

97%To:

City of Winchester50 522 0.75 0%17 0.547

Ramp 12000 0.084 12000G F G

US 17

I-664 EastTo:

From:

City of Suffolk (Maint: 61) 0.1317

Ramp 450 0.253 500A A A

US 17 Winchester Rd

I-66 EastTo:

From:

Fauquier County17

Ramp 6500 0% 1% 0.128 6400F A2% 0% C F

US 17 Winchester Rd

I-66 West

97%To:

From:

Fauquier County 0%17

Ramp 5800 0.127 6200G F G

US 17 North

I-64 WestTo:

From:

City of Chesapeake (Maint: 64) 0.17

North

17

Ramp 5500 0.122 5800G F G

US 17 North

I-64 EastTo:

From:

City of Chesapeake (Maint: 64) 0.17

North

17

Ramp NA NA NA

US 17 TO RT 168 SOUTH

I-64-W291B FROM RT 17 NORTHTo:

From:

City of Chesapeake (Maint: 64) 0.16

North

17

Ramp 4200 0.24 4400G F G

US 17 TO RT 464 NORTH

SR 168-N015B FROM RT 17 NORTH TO 464 NORTo:

From:

City of Chesapeake (Maint: 64) 0.26

North

17

Ramp NA NA NA

US 17 N, Dominion Blvd

SR 168 North Exit 15A RampTo:

From:

City of Chesapeake (Maint: 64) 0.10

North

17

976/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 21000 0.09 23000G F G

SR 168 North Exit 15A Ramp

I-64 West Exit 291 Collector RdTo:

From:

City of Chesapeake (Maint: 64)

North

17

Ramp 3800 0% 1% 0.162 4000G F1% 3% F G

US 17 Dominion Blvd

I-464 North

95%To:

From:

City of Chesapeake (Maint: 64) 0.30 0%

North

17

Ramp 1400 0.112 1500G F G

US 17 N, Frederick Blvd

I-264 EastTo:

From:

City of Portsmouth (Maint: 64) 0.07

North

17

Ramp 1100 0.158 1100G F G

US 17 N, Frederick Blvd

I-264 WestTo:

From:

City of Portsmouth (Maint: 64) 0.14

North

17

Ramp 4500 0.092 4500G F G

US 17 TO ROUTE 664 EASTSOUTH

US 17-S034A TO ROUTETo:

From:

City of Suffolk (Maint: 61) 0.03

North

17

Ramp 11000 0.092 12000G F G

US 17 N, J Clyde Morris Blvd

I-64 EastTo:

From:

City of Newport News (Maint: 99) 0.16

North

17

Ramp 5000 0.117 5300G F G

US 17 N, J Clyde Morris Blvd

I-64 WestTo:

From:

City of Newport News (Maint: 99) 0.25

North

17

Ramp 2800 1% 2% 0.135 2600G F2% 14% F G

US 17 N, Warrenton Rd

I-95 South

81%To:

From:

Stafford County 0.23 1%

North

17

Ramp 3900 0.110 4100G F G

US 17 South

I-64 WestTo:

From:

City of Chesapeake (Maint: 64) 0.19

South

17

Ramp 1100 0% 1% 0.082 1200G F1% 3% F G

US 17 South

I-64 East

95%To:

From:

City of Chesapeake (Maint: 64) 0.29 0%

South

17

Ramp 3000 0.086 3200G F G

US 17 S, Frederick Blvd

I-264 EastTo:

From:

City of Portsmouth (Maint: 64)

South

17

Ramp 2900 0.093 3100G F G

US 17 South

I-264 WestTo:

From:

City of Portsmouth (Maint: 64) 0.14

South

17

Ramp 7100 0.092 7100G F G

US 17 TO ROUTE 664 EASTSOUTH

US 17-N034A US 17- 34A TO ROUTETo:

From:

City of Suffolk (Maint: 61) 0.05

South

17

Ramp 5600 0.089 5900G F G

US 17 S, J Clyde Morris Blvd

I-64 EastTo:

From:

City of Newport News (Maint: 99) 0.26

South

17

986/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 2400 0.091 2500G F G

US 17 S, J Clyde Morris Blvd

I-64 WestTo:

From:

City of Newport News (Maint: 99) 0.16

South

17

Ramp 6300 1% 2% 0.086 5900G F2% 14% F G

US 17 S, Warrenton Rd

I-95 North Collector Rd

81%To:

From:

Stafford County 0.22 1%

South

17

Ramp 17000 1% 2% 0.074 16000G F2% 14% F G

US 17 S, Warrenton Rd

I-95 South

81%To:

From:

Stafford County 1%

South

17

Ramp 4300 0.09 4200F F F

US 17 South

I-66 EastTo:

From:

Fauquier County55 0.36

South

17

Ramp 340 0.216 330F F F

US 17 South

I-66 WestTo:

From:

Fauquier County 0.13

South

17

Latitude St 1600 0% 1% 0.100 1700F F2% 3% F F

US 17 Mills Dr

Bus US 17 Mill Rd

93%To:

From:

Spotsylvania County 0.09 0%

ALT

17 0.602

Jefferson Davis Hwy 34000 0% 1% 0.098 NAG F0% 0% F

NCL Fredericksburg

US 1 SR 212 Falmouth

98%

Bus From:

To:

From:

(Maint: 89)1 0.35 0%

Bus

17

US 1 Jefferson Davis Hwy; SR 212

0.592

Warrenton Rd 33000 0% 1% 0.079 NAG F1% 1% C

I-95, US 17

97%To:

Stafford County 1.65 0%17 0.579

Ramp 4900 0% 1% 0.1 5200G F1% 1% F G

US 17 N, Warrenton Rd

I-95 North Collector Rd

97%To:

From:

Stafford County 0.28 0%

Bus

17

Tidewater Trail 7800 0% 1% 0.092 8300F F2% 3% C F

US 17 Mills Dr; SR 2 Sandy Lane Dr

88-1310 Church St

93%

Bus From:To:

From:

Spotsylvania County2 3.56 0%

Bus

17 0.566

Tidewater Trail 21000 0% 1% 0.077 23000F F2% 3% F F

ECL Fredericksburg

93%

Bus From:To:

Spotsylvania County2 0.97 0%17 0.542

Dixon St 20000 1% 2% 0.084 21000G F1% 3% C G

Ramp from Rte. 3 Connector

93%

Bus From:

To:

City of Fredericksburg2 0.55 0%17 0.538

Dixon St 8400 1% 1% 0.095 8900G F0% 0% C G

Charles St

98%

Bus From:

To:

City of Fredericksburg2 0.26 0%17 0.562

Dixon St 4100 1% 1% 0.095 4300G F0% 0% F G

Princess Anne St

98%

To:

City of Fredericksburg2 2 0.06 0%17

7000 1% 1% 0.095 7500G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.584

0.733

996/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Dixon St 2800 1% 1% 0.088 3000F F0% 0% F F

Princess Anne St

Caroline St

98%

Bus From:

To:

From:

City of Fredericksburg2 0.06 0%

Bus

17

Dixon Street

5800 0% 1% 0.092 6100F F1% 0% F F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.539

Caroline St 2400 0% 1% 0.087 2600F F0% 0% C F

Layfayette Blvd

98%

BusBus From:

To:

City of Fredericksburg2 0.24 0%17

5400 0% 1% 0.09 5700F F1% 0% C F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.587

Caroline St 4100 0% 1% 0.09 4300G F0% 0% F G

Bus SR 3 William St

99%

BusBus From:To:

City of Fredericksburg1 2 0.38 0%17

9200 0% 1% 0.086 9700G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.564

Caroline St 5900 0% 1% 0.09 6300G F0% 0% C G

Herndon St

99%

BusBus From:

To:

City of Fredericksburg1 0.51 0%17

Caroline St

12000 0% 1% 0.092 12000G F0% 0% C G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.599

Herndon St 3600 0% 1% 0.092 3800F F0% 0% F F

BUS US 1 Par Princess Anne St

99%

BusBus From:

To:

City of Fredericksburg1 0.06 0%17

BUS US 1 Par Herndon St

Princess Anne St 7700 0% 1% 0.093 8100F F0% 0% C F

US 1 Jefferson Davis Highway

99%

Bus From:

To:

City of Fredericksburg1 0%17

BUS US 1 Princess Anne Ave

0.668

Jefferson Davis Blvd 34000 0% 1% 0.098 NAN F0% 0% N

NCL Fredericksburg

98%To:

City of Fredericksburg1 0.08 0%17 0.592

Princess Anne St 2900 0% 1% 0.107 3100F F1% 0% C F

Dixon Street

Bus US 1, Bus US 17 Lafayette Blvd

98%

BusBus From:

To:

From:

City of FredericksburgP

2 0.26 0%

Bus

17

5400 0% 1% 0.09 5700F F1% 0% C F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.587

Princess Anne St 5100 0% 1% 0.082 5400G F0% 0% F G

Bus SR 3 William St

98%

BusBus From:

To:

City of FredericksburgP

1 2P

0.37 0%17

9200 0% 1% 0.086 9700G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.564

Princess Anne St 5700 0% 1% 0.1 6100F F0% 0% C F

Bus US 1 Herndon St

98%

To:

City of FredericksburgP

1P

0.52 0%17

12000 0% 1% 0.092 12000G F0% 0% C G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.599

Winchester Rd 6500 0% 1% 0.087 6700G F0% 1% C G

I-66, US 17

SR 55 Main St, Marshall

98%

Bus From:

To:

From:

Fauquier County 0.71 0%

Bus

17

30-710; Winchester Rd

0.541

John Marshal Hwy 5400 0% 1% 0.091 5500G F1% 2% F G

FR-185 Grove Ln

96%

Bus From:

To:

Fauquier County55 0.71 0%17 0.618

Free State Rd 5400 0% 1% 0.091 5500N F1% 2% N N

I-66, US 17 North of Marshall

96%To:

Fauquier County55 0.14 0%17 0.618

1006/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 620 0.143 600F F F

SR 55 I-66-W027A FROM & TO RT 66

I-66-W FROM RT 55 EAST & WESTTo:

From:

55P

55

Bus

17

Gloucester Rd 6100 1% 1% 0.09 5900G F1% 3% C G

US 17 George Washington Mem Hwy South of Saluda

SR 33 Puller Hwy, Saluda

94%

Bus From:

To:

From:

Middlesex County33 0.80 0%

Bus

17

SR 33 Puller Hwy

0.519

School Rd 3300 1% 1% 0.105 3300G F1% 3% F G

US 17 George Washington Mem Hwy West of Saluda

94%To:

Middlesex County 0.83 0%17 0.561

Main St 20000 0% 1% 0.090 19000G F0% 1% C G

US 17 South of Gloucester

SR 3, SR 14 John Clayton Mem Hwy

98%

Bus From:

To:

From:

Gloucester County 1.20 0%

Bus

17

SR 3 John Clayton Mem Hwy

0.584

Main St 7200 1% 1% 0.095 7100G F0% 0% F G

36-1007 Cary Ave

99%

Bus From:

To:

Gloucester County14 0.71 0%17 0.505

Main St 5400 1% 1% 0.094 5300G F0% 0% C G

US 17 North of Gloucester CH

99%To:

Gloucester County14 0.56 0%17 0.562

James Madison Hwy

BusBus

9300 0% 1% 0.108 9700A A1% 1% C A

US 15 US 17 US 29

SCL Warrenton

97%

BusBusBus From:

To:

From:

Fauquier County15 29 0.55 0%

Bus

17 0.511

James Madison Hwy 9300 0% 1% 0.108 9700N A1% 1% N N

Bus US 15

97%

BusBus From:

To:

Town of Warrenton15 29 0.34 0%17

Bus US 15 Falmouth St

0.511

East Shirley Ave 10000 0% 1% 0.084 11000G F1% 0% C G

Culpeper St

97%

BusBus From:To:

Town of Warrenton29 0.96 0%17 0.521

West Shirley Ave 14000 0% 1% 0.086 15000G F0% 0% C G

Bus US 211 Waterloo St

98%

BusBus From:To:

Town of Warrenton29 0.80 0%17 0.53

Broadview Ave 27000 0% 1% 0.08 NAG F0% 0% C

Bus US 29 Lee Hwy

98%

Bus From:To:

Town of Warrenton29 211 0.86 0%17 0.584

Broadview Ave 8800 0% 1% 0.097 9400G F1% 1% C G

NCL Warrenton

97%

Bus From:To:

Town of Warrenton 0.57 0%17 0.627

Broadview Ave 8800 0% 1% 0.104 9300G F1% 1% F G

US 17 James Madison Hwy

97%To:

Fauquier County 0.25 0%17 0.513

George Washington Hwy 5500 0% 1% 0.093 5700G F1% 5% F G

US 17 Dominion Blvd

SR 165 Cedar Rd

93%

Bus From:

To:

From:

City of Chesapeake 4.07 0%

Bus

17 0.763

George Washington Hwy 31000 0% 1% 0.075 32000G F1% 5% F G

I-64

93%To:

City of Chesapeake 1.19 0%17 0.592

1016/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Mill Rd 9700 0.075 10000F F F

US 17 Mills Dr

US 1 Jefferson Davis HwyTo:

From:

Spotsylvania County 0.30

Bus

17 0.871

Potts Creek Rd 160 1% 3% 0.117 160F F0% 2% C F

SR 311 Paint Bank

Alleghany County Line

95%

From:

To:

From:

Craig County 5.12 0%18

Craig County Line

0.526

Potts Creek Rd 180 1% 0% 0.125 180G F1% 1% C G

03-607 Potts Creek

98%

From:To:

Alleghany County 0.43 0%18 0.793

Potts Creek Rd 180 0% 0% 0.115 190G F1% 1% C G

03-608 Wolfe Road

98%

From:

To:

Alleghany County 2.82 0%18

03-608 Wolfe Rd

0.852

Potts Creek Rd 930 0% 0% 0.090 960G F1% 0% C G

03-614 Near Arritt

99%

From:

To:

Alleghany County 7.93 0%18 0.535

Potts Creek Rd 1200 0% 0% 0.099 1200G F1% 0% C G

03-657 Pitzer Ridge Road

98%

From:

To:

Alleghany County 3.20 0%18

03-657 Pitzer Ridge Rd

0.688

Potts Creek Rd 1500 0% 0% 0.098 1500G F1% 0% C G

SCL Covington

99%

From:

To:

Alleghany County 4.04 0%18 0.669

Indian Valley 2800 1% 0% 0.172 3000G F0% 0% F G

S Pitzer Ridge

97%

From:

To:

City of Covington 0.37 0%18 0.587

S Carpenter Dr 4000 1% 0% 0.136 4300G F0% 0% C G

Gordon Street

97%

From:

To:

City of Covington 0.44 0%18

East Gordon Street

0.611

S Carpenter Dr 4500 1% 0% 0.112 4800G F0% 0% F G

Edgemont Drive

97%

From:To:

City of Covington 0.31 0%18 0.62

Carpenter Dr 3900 1% 0% 0.110 4100G F1% 1% C G

US 220 Madison St

97%To:

City of Covington 1.20 0%18 0.631

Commonwealth Ave 11000 0% 1% 0.095 12000G F0% 4% F G

State St; Tennessee State Line

US 421 Goode St

95%

From:To:

From:

City of Bristol381 421 0.07 0%19 0.573

Commonwealth Ave 12000 0% 1% 0.093 13000G F0% 4% F G

SR 113 Cumberland Ave

95%

From:To:

City of Bristol381 421 0.16 0%19 0.545

Commonwealth Ave 13000 0% 1% 0.093 14000G F0% 3% F G

SR 133 Par Sycamore St

96%

From:

To:

City of Bristol381 421 0.16 0%19 0.547

Commonwealth Ave 13000 0% 1% 0.094 14000G F0% 3% F G

US 11 Euclid Ave

96%

From:

To:

City of Bristol381 421 0.19 0%19

SR 381 Commonwealth Ave

0.554

Euclid Ave 6300 0% 1% 0.093 6700G F0% 0% F G

Piedmont Ave

99%

From:

To:

City of Bristol11 0.48 0%19 0.515

Euclid Ave 4900 0% 1% 0.097 5200G F0% 0% C G

Moore St

99%To:

City of Bristol11 0.56 0%19 0.56

1026/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Lee Highway 10000 0% 1% 0.092 11000G F0% 0% F G

Moore St

Valley Dr

99%

From:To:

From:

City of Bristol11 0.48 0%19 0.505

Lee Highway 11000 0% 1% 0.088 11000G F0% 0% F G

I-81

99%

From:

To:

City of Bristol11 1.26 0%19

End State Maintenance

0.539

Lee Highway 12000 0% 0% 0.102 12000G F0% 1% F G

Bonham Rd

98%

From:To:

City of Bristol11 1.43 0%19 0.524

Lee Highway 13000 0% 0% 0.105 13000G F0% 1% F G

Old Airport Rd

98%

From:To:

City of Bristol11 0.51 0%19 0.528

Lee Highway 12000 0% 0% 0.124 12000G A0% 1% F G

NCL Bristol

98%

From:

To:

City of Bristol11 0.68 0%19 0.581

Lee Highway 7200 0% 0% 0.124 7400A A0% 1% C A

95-1717 Wash Co Ind Park Rd

98%

From:

To:

Washington County11 2.83 0%19 0.581

Lee Highway 6100 0% 1% 0.088 6300G F1% 3% F G

95-869 Astor Rd

95%

From:

To:

Washington County11 0.80 0%19 0.578

Lee Highway 7800 0% 1% 0.104 8100G F1% 3% C G

95-611 Diver Rd

95%

From:

To:

Washington County11 1.28 0%19 0.634

Lee Highway 6400 0% 1% 0.111 6600G F1% 3% F G

WCL Abingdon

95%

From:

To:

Washington County11 1.72 0%19 0.621

Main St 6300 0% 1% 0.092 6600G F1% 3% F G

SR 140 Jonesboro Rd

95%

From:

To:

Town of Abingdon11 0.55 0%19 0.576

Main St 21000 0% 1% 0.09 22000G F0% 0% F G

Colonial Rd

98%

From:To:

11 0.43 0%19 0.548

Main St 20000 0% 1% 0.089 21000G F0% 0% F G

US 11 Main St

98%

From:

To:

Town of Abingdon11 0.47 0%19

US 11 Main St; Lee Hwy

0.536

Porterfield Hwy 14000 0% 1% 0.089 14000G F1% 3% F G

Alt US 58

95%

ALT From:To:

Town of Abingdon 0.45 0%19 0.524

Porterfield Rd 19000 0% 1% 0.086 20000G F1% 3% F G

NCL Abingdon

95%

ALT From:To:

Town of Abingdon58 0.21 0%19 0.616

Porterfield Hwy 20000 0% 1% 0.091 20000G F2% 4% C G

95-766 WEST

94%

ALT From:

To:

Washington County58 1.20 0%19 0.587

Porterfield Hwy 37000 0% 1% 0.088 40000G F1% 3% F G

95-700 Rich Valley Rd

95%

ALT From:

To:

Washington County58 2.59 0%19 0.617

Porterfield Hwy 16000 0% 1% 0.091 17000G F1% 3% F G

95-802 Mendota Rd

95%To:

Washington County58 3.03 0%19 0.608

1036/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Porterfield Hwy

ALT

15000 0% 1% 0.091 16000G F1% 3% F G

95-802 Mendota Rd

Russell County Line

95%

ALT From:

To:

From:

Washington County58 3.25 0%19

Washington County Line

0.586

13000 0% 1% 0.092 14000F F1% 3% F F

Alt US 58 Hansonville

95%

From:To:

Russell County58 1.98 0%19 0.621

11000 1% 1% 0.093 12000F F1% 21% F F

83-841 Pioneer Dr

75%

From:To:

Russell County 3.44 1%19 0.588

10000 1% 1% 0.093 11000F F1% 21% F F

WCL Lebanon

75%

From:To:

Russell County 2.19 1%19 0.55

10000 1% 1% 0.093 11000N F1% 21% N N

W Mid CL Lebanon

75%

From:

To:

Town of Lebanon (Maint: 83) 0.15 1%19 0.55

Harry Carter Stuart Hwy 11000 0% 1% 0.092 11000F F1% 0% C F

E Mid CL Lebanon

97%

From:

To:

Russell County 1.15 0%19 0.532

11000 0% 1% 0.092 11000N F1% 0% N N

252- 654 Pittston Rd

97%

From:

To:

Town of Lebanon (Maint: 83) 0.81 0%19 0.532

9500 0% 1% 0.092 10000F F1% 0% C F

ECL Lebanon

98%

From:

To:

Town of Lebanon (Maint: 83) 1.60 0%19 0.561

Trail of the Lonesome Pine 12000 0% 1% 0.093 13000F F1% 3% F F

SR 80 Hayters Gap Rd

95%

From:

To:

Russell County 4.76 0%19 0.559

11000 0% 1% 0.090 12000F F1% 3% F F

SR 80 Rosedale

94%

From:

To:

Russell County80 2.57 0%19 0.572

8400 0% 1% 0.112 9100A A1% 3% C A

Tazewell County Line

95%

From:

To:

Russell County 8.11 0%19

Russell County Line

0.513

8500 0% 1% 0.100 9200F F1% 3% F F

92-609 Kents Ridge Rd; Wardell Rd

95%

From:To:

Tazewell County 2.38 0%19 0.681

10000 0% 1% 0.089 11000F F1% 3% F F

US 460 Claypool Hill

95%

From:To:

Tazewell County 3.04 0%19 0.587

9200 0% 1% 0.098 10000F F1% 3% F F

92-639 Earls Branch Rd

95%

From:To:

Tazewell County460 5.73 0%19 0.763

8500 0% 1% 0.088 9200F F1% 3% F F

US 19, Bus US 460

95%

From:

To:

Tazewell County460 5.13 0%19 0.536

8400 0% 1% 0.09 9100F F1% 3% F F

WCL Tazewell

95%

From:

To:

Tazewell County460 1.68 0%19 0.523

8200 0% 1% 0.089 8800F F1% 3% F F

SR 61 Riverside Dr

95%

From:

To:

Town of Tazewell (Maint: 92)460 1.57 0%19

SR 61

0.537

6300 0% 1% 0.089 6900F F1% 3% F F

ECL Tazewell

95%To:

Town of Tazewell (Maint: 92)460 0.62 0%19 0.529

1046/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

6300 0% 1% 0.089 6900N F1% 3% N N

ECL Tazewell

Bus US 460

95%

From:To:

From:

Tazewell County460 2.03 0%19 0.529

8400 0% 1% 0.09 9100F F1% 3% F F

92-680 E, Hurt Rd

95%

From:To:

Tazewell County460 5.75 0%19 0.53

11000 0% 1% 0.106 11000A A1% 3% C A

92-720 W, Heckman Pike

95%

From:To:

Tazewell County460 4.86 0%19 0.579

10000 0% 1% 0.089 11000G F1% 3% F G

US 460

95%

From:To:

Tazewell County460 0.10 0%19 0.515

Trail of The Lonesome Pine 2700 0% 1% 0.096 2900F F1% 3% F F

WCL Bluefield

95%

From:

To:

Tazewell County 0%19 0.569

2600 1% 1% 0.106 2700G F1% 1% C G

Montrose St

96%

From:

To:

Town of Bluefield 1.16 0%19 0.603

Virginia Ave 2700 0% 1% 0.085 2800G F0% 1% F G

Walnut St

98%

From:

To:

Town of Bluefield 0.95 0%19

Tazewell Ave

0.627

Walnut Ave 490 0% 1% 0.095 520G F2% 1% C G

SR 102 College Ave

97%

From:

To:

Town of Bluefield 0.05 0%19 0.934

3600 0% 1% 0.090 3800G F0% 1% C G

West Virginia State Line

98%To:

Town of Bluefield 0.80 0%19 0.544

Main St 6200 0% 1% 0.097 6200F F1% 1% C F

US 19

SR 71 Fincastle Rd

97%

Bus From:

To:

From:

Town of Lebanon 0.48 0%

Bus

19

SR 71

0.559

Main St 5900 0% 1% 0.091 6000F F0% 0% C F

SR 82 Cleveland Rd

98%

Bus From:To:

Town of Lebanon 0.60 0%19 0.537

Main St 6600 0% 1% 0.091 6900G F0% 0% F G

Fugate Ave

99%

Bus From:

To:

Town of Lebanon 0.42 0%19

252-701 Church Ave

0.571

Main St 8200 0% 1% 0.089 8300F F0% 0% C F

W 252- 654 Haber Dr

99%

Bus From:To:

Town of Lebanon 1.07 0%19 0.515

Main St 6600 0% 1% 0.086 6700F F0% 0% F F

Gilmer Ave

98%

Bus From:

To:

Town of Lebanon 0.51 0%19 0.524

Main St 4700 0% 1% 0.088 4700F F0% 0% C F

ECL Lebanon

98%

Bus From:

To:

Town of Lebanon 0.78 0%19 0.575

Main St 3800 0% 1% 0.092 3800F F0% 1% C F

US 19 North

98%To:

Russell County 0.17 0%19 0.579

1056/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Crab Orchard Rd

Bus

1500 0% 1% 0.103 1500F F1% 1% C F

US 19, US 460

SR 91 Whitten Valley Rd

97%

BusBus From:To:

From:

Tazewell County460 1.58 0%

Bus

19 0.625

Crab Orchard Rd 1400 0.098 1400F F F

SR 16 BF Buchanan HwyBusBus From:

To:

Tazewell County460 0.2719 0.627

Crab Orchard Rd 1800 0% 1% 0.084 1800F F1% 0% C F

92-633 Peery Addition Rd

98%

BusBus From:To:

Tazewell County460 16 1.11 0%19 0.569

1900 0% 1% 0.098 1900N F0% 0% N N

WCL Tazewell

99%

BusBus From:To:

Tazewell County460 16 0.44 0%19 0.563

Main St 1900 0% 1% 0.098 1900F F0% 0% C F

ALT SR 16 Fairgrounds Rd

99%

BusBus From:

To:

Town of Tazewell460 16 0.20 0%19 0.563

Main St 2900 1% 1% 0.091 2900F F0% 0% C F

Church Ave

98%

BusBus From:

To:

Town of Tazewell460 16 0.81 0%19

Church St

0.516

Fincastle Trpk 3300 0% 0% 0.090 3400G F0% 0% F G

Tazewell Ave

99%

BusBus From:

To:

Town of Tazewell460 16 0.44 0%19 0.519

Fincastle Trpk 4700 0% 0% 0.092 4800G F0% 0% C G

SR 61 Ben Bolt Blvd

99%

BusBus From:

To:

Town of Tazewell460 1.65 0%19 0.543

Fincastle Trpk 3600 0% 0% 0.093 3600F F0% 0% F F

ECL Tazewell

99%

BusBus From:

To:

Town of Tazewell460 0.65 0%19 0.524

2700 0% 1% 0.091 2700F F1% 1% C F

US 19, US 460

97%To:

Town of Tazewell (Maint: 92)460 0.93 0%19 0.594

Goode St

TruckTruck

900 0% 1% 0.099 980G F0% 0% F G

SR 381 Commonwealth Ave

102-3305 Piedmont Ave

98%

TruckTruckTruck From:To:

From:

City of Bristol11 11 0.21 0%

Truck

19 0.533

Cumberland St 2200 0% 1% 0.1 2300G F0% 0% C G

Truck US 11 Randall St

98%

TruckTruck From:

To:

City of Bristol11 11 0.34 0%19

State St

0.584

Martin Luther King Jr., Blvd 4900 0% 1% 0.092 5200G F0% 1% C G

Cumberland St

98%

TruckTruck From:

To:

City of Bristol11 0.93 0%19

Oakview Ave

0.548

Moore St 6200 1% 2% 0.098 6500G F0% 0% F G

Euclid Ave

97%To:

City of Bristol113 11 0.12 0%19 0.541

Constitution Route 4100 1% 1% 0.094 4000G F0% 4% F G

US 15 James Madison Hwy

14-631 Buffalo Rd

94%To:

From:

Buckingham County 2.56 0%20 0.507

1066/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Constitution Route 3000 1% 1% 0.093 3000G F0% 4% C G

14-631 Buffalo Rd

14-655 Glenmore Rd

94%

From:To:

From:

Buckingham County 7.99 0%20 0.549

Constitution Route 4300 1% 1% 0.083 4400G F0% 4% F G

Albemarle County Line

94%

From:

To:

Buckingham County 8.50 0%20

Buckingham County Line

0.814

Valley St 4900 0% 1% 0.100 4800G F1% 2% C G

SCL Scottsville

96%

From:To:

Albemarle County 0.12 0%20 0.728

Valley St 4900 0% 1% 0.100 4800N F1% 2% N N

SR 6 S, Main St

96%

From:To:

Town of Scottsville (Maint: 02) 0.17 0%20 0.728

Valley Rd 6200 1% 3% 0.108 6100N F1% 2% N N

CL Scottsville

94%

From:

To:

Town of Scottsville (Maint: 02)6 0.30 0%20 0.693

Valley Rd 6200 1% 3% 0.108 6100G F1% 2% F G

SR 6 N, Irish Rd

94%

From:

To:

Albemarle County6 0.28 0%20 0.693

Scottsville Rd 6400 1% 1% 0.102 6200G F1% 1% F G

02-712 Plank Rd, Keene

97%

From:

To:

Albemarle County 5.51 0%20 0.809

Scottsville Rd 7500 1% 1% 0.106 7400G F1% 1% F G

02-708 Red Hill Rd

97%

From:

To:

Albemarle County 4.06 0%20 0.841

Scottsville Rd 7400 1% 1% 0.099 7900G F1% 1% C G

02-742 Avon St

97%

From:

To:

Albemarle County 5.16 0%20 0.815

Scottsville Rd 5400 1% 1% 0.102 5700G F1% 1% F G

SR 53 Thomas Jefferson Pkwy

97%

From:

To:

Albemarle County 2.16 0%20 0.774

Scottsville Rd 18000 1% 1% 0.113 19000G F1% 1% F G

I-64

97%

From:To:

Albemarle County 0.54 0%20 0.703

Scottsville Rd 15000 0% 1% 0.101 15000G F0% 0% F G

SCL Charlottesville

98%

From:To:

Albemarle County 0.24 0%20 0.642

Monticello Ave 13000 0% 1% 0.102 13000G F0% 0% F G

Altavista Ave

98%

From:To:

City of Charlottesville 0.26 0%20 0.724

Monticello Ave 12000 0% 1% 0.101 13000G F0% 0% F G

Carlton Rd

98%

From:To:

City of Charlottesville 0.28 0%20 0.668

Monticello Ave 6900 0% 1% 0.106 7300G F0% 0% C G

Avon St

98%

From:

To:

City of Charlottesville 0.35 0%20

Monticello Ave

0.673

Avon St 11000 0% 1% 0.099 12000G F0% 0% F G

Market Street

98%

Bus From:

To:

City of Charlottesville 0.41 0%20

Market St

0.709

9th St 11000 0% 1% 0.092 12000G F0% 0% F G

US 250 High St

98%

To:

City of Charlottesville250 0.12 0%20

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.618

1076/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

High St

Bus

10000 0% 1% 0.099 11000G F0% 0% F G

US 250 High St

11th ST

99%

Bus From:To:

From:

City of Charlottesville250 0.23 0%20 0.609

High St 8200 0% 1% 0.094 8700G F0% 0% C G

Gillespie Ave

99%

Bus From:To:

City of Charlottesville250 0.21 0%20 0.737

High St 17000 0% 1% 0.089 18000G F0% 0% F G

US 250 & BUS US 250

99%

From:To:

City of Charlottesville250 0.45 0%20 0.644

Long St 44000 0% 1% NA NAN 1% 1% N

ECL Charlottesville

98%

From:To:

City of Charlottesville250 0.06 0%20

Richmond Rd 44000 0% 1% NA NAG 1% 1% F

US 250 Richmond Rd

98%

From:

To:

Albemarle County250 0.20 0%20

Stony Point Rd 8600 0% 1% 0.108 9200G F0% 1% F G

Urban Boundary

97%

From:

To:

Albemarle County 3.12 0%20 0.608

Stony Point Rd 7200 0% 1% 0.108 7100G F0% 1% F G

02-649 Proffit Rd

97%

From:

To:

Albemarle County 1.77 0%20 0.608

Stony Point Rd 4100 0% 1% 0.150 4000G F0% 1% F G

02-600 Stony Point Pass

97%

From:

To:

Albemarle County 2.82 0%20 0.807

Stony Point Rd 2500 0% 1% 0.137 2400G F0% 1% C G

Orange County Line

97%

From:

To:

Albemarle County 5.84 0%20

Albemarle County Line

0.873

Constitution Hwy 2300 0% 1% 0.123 2300G F3% 1% C G

US 33 Spotswood Trail

95%

From:

To:

Orange County 1.30 0%20

W US 33

0.817

Spotswood Trail 6400 1% 1% 0.1 6400G F1% 4% F G

E US 33

94%

From:

To:

Orange County33 0.22 0%20

US 33 E, Spotswood Trail

0.588

Constitution Hwy 2300 0% 1% 0.096 2300G F1% 1% C G

SR 231 Gordonsville Tpke

97%

From:To:

Orange County 5.63 0%20 0.610

Constitution Hwy 3500 0% 1% 0.089 3500G F0% 1% C G

WCL Orange

98%

From:To:

Orange County 5.76 0%20 0.564

W Main St 4200 0% 1% 0.101 4300G F1% 1% C G

Bus SR 20

97%

From:To:

Town of Orange 0.47 0%20 0.504

Caroline St 4100 0% 1% 0.102 4100G F0% 1% F G

US 15 N, S Madison Street; Caroline Street

98%

From:

To:

Town of Orange 0.15 0%20

W US 15

0.514

Caroline St 11000 1% 1% 0.093 11000G F1% 5% F G

E RT 15

92%

From:

To:

Town of Orange15 0.17 0%20

US 15 S, Caroline Street

0.524

Berry Hill Rd 8700 1% 1% 0.091 8800G F0% 2% F G

68-612 Monrovia Rd

96%To:

Town of Orange 0.66 0%20 0.655

1086/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Berry Hill Rd 11000 1% 1% 0.082 11000G F0% 2% F G

68-612 Monrovia Rd

ECL Orange

96%

From:To:

From:

Town of Orange 0.08 0%20 0.64

Constitution Hwy 11000 1% 1% 0.082 11000N F0% 2% N N

68-629 Lahore Rd

96%

From:To:

Orange County 2.24 0%20 0.64

Constitution Hwy 8000 1% 1% 0.08 8000G F0% 2% F G

US 522 East of Unionville

96%

From:To:

Orange County 6.01 0%20 0.583

Constitution Hwy 8200 1% 1% 0.084 8100G F0% 2% F G

68-650 Independence Rd

96%

From:To:

Orange County 2.28 0%20 0.577

Constitution Hwy 8000 1% 1% 0.082 8000G F0% 2% F G

68-611 Gold Dale Rd; Zoar Rd

96%

From:

To:

Orange County 6.38 0%20 0.556

Constitution Hwy 10000 1% 1% 0.098 10000A A0% 2% C A

SR 3 Germanna Hwy

96%To:

Orange County 4.73 0%20 0.582

Ramp 3500 0.129 3800G F G

SR 20

I-64 EastTo:

From:

Albemarle County 0.1320

Ramp 1800 0.113 1800G F G

SR 20 TO I-64 EAST

SR 20-S037A SR 20- 37A FROM RT 2To:

From:

Albemarle County 0.06

North

20

Ramp 3700 0.145 4000G F G

SR 20 N, Scottsville Rd

I-64 WestTo:

From:

Albemarle County 0.10

North

20

Ramp 1700 0.165 1700G F G

SR 20 TO I-64 EAST

SR 20- 37A SR 20-N037A FROM RT 2To:

From:

Albemarle County 0.05

South

20

Ramp 2200 0.145 2300G F G

SR 20 S, Scottsville Rd

I-64 WestTo:

From:

Albemarle County 0.19

South

20

Main St 3400 0% 0% 0.088 3400G F0% 0% F G

SR 20; W Main St

US 15 Madison St; S Madison St

99%

Bus From:To:

From:

Town of Orange 0.14 0%

Bus

20 0.512

Main St 3600 0% 0% 0.088 3700G F0% 0% F G

May Fray Ave; Byrd St

99%

Bus From:

To:

Town of Orange 0%20

Main St

0.512

Byrd St 3900 0% 0% 0.084 3900G F0% 0% C G

SR 20 Berry Hill Rd

99%To:

Town of Orange 0%20 0.535

New River Pkwy 1600 0% 1% 0.101 1600G F1% 4% C G

North Carolina State Line

SCL Independence

94%To:

From:

Grayson County221 3.39 0%21 0.569

1096/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

1600 0% 1% 0.101 1600N F1% 4% N N

SCL Independence

US 58 Main St

94%

From:To:

From:

Town of Independence (Maint: 38)221 0.47 0%21 0.569

1700 1% 1% 0.118 1800A A1% 2% C A

NCL Independence

96%

From:To:

Town of Independence (Maint: 38) 1.64 0%21 0.595

1700 1% 1% 0.118 1800N A1% 2% N N

38-791 Country Ln

96%

From:To:

Grayson County 8.75 0%21 0.595

Elk Creek Pkwy 1200 1% 1% 0.090 1300F F1% 3% C F

38-805 Spring Valley Rd

94%

From:To:

Grayson County 1.45 0%21 0.586

Elk Creek Pkwy 1200 1% 1% 0.095 1300F F1% 3% C F

Wythe County Line

94%

From:

To:

Grayson County 0%21

Grayson County Line

0.566

Grayson Tpke 1300 1% 1% 0.104 1300G F1% 3% C G

98-684 Chaney Branch Rd

95%

From:

To:

Wythe County 0%21 0.640

Grayson Tpke 1800 1% 1% 0.097 1800G F1% 2% F G

98-690 Cripple Creek Rd

96%

From:

To:

Wythe County 3.67 0%21

98-690 Cripple Creek Rd; Crockett Rd

0.597

Grayson Tpke 2900 1% 1% 0.092 2900G F1% 2% F G

SCL Wytheville

96%

From:

To:

Wythe County 6.75 0%21 0.7

Grayson St 3700 0% 0% 0.098 3900G F1% 1% C G

Main St

97%

From:

To:

Town of Wytheville 0.36 0%21

Grayson St

0.669

Main St 5400 0% 0% 0.094 5800G F1% 1% F G

US 11, W Lee Hwy; 12th St

97%

From:

To:

Town of Wytheville 0.49 0%21

W Lee Hwy; 12th St

0.646

Main St 4900 1% 0% 0.088 5200G F0% 0% F G

4th Street

98%

From:

To:

Town of Wytheville11 0.31 0%21

US 11 Main St

0.537

4th St 11000 0% 1% 0.1 12000G F0% 1% F G

W Ridge Rd

98%

From:To:

Town of Wytheville 0.53 0%21 0.578

4th St 13000 0% 1% 0.089 13000G F0% 1% C G

Tazewell St

98%

From:To:

Town of Wytheville 0.40 0%21 0.512

4th St 14000 0% 1% 0.085 15000G F0% 1% F G

I-81; US 52

98%To:

Town of Wytheville 0.12 0%21 0.514

Louisa Rd 7700 1% 1% 0.088 7500G F1% 1% F G

US 250 Shadwell

02-616 Black Cat Rd

97%

From:

To:

From:

Albemarle County 2.44 0%22 0.680

Louisa Rd 7300 1% 1% 0.094 7200G F1% 1% C G

SR 231 Near Cismont

97%

From:

To:

Albemarle County 2.91 0%22 0.676

Louisa Rd 1700 1% 1% 0.095 1600G F1% 1% F G

Louisa County Line

97%To:

Albemarle County 3.71 0%22 0.743

1106/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Louisa Rd 1900 1% 1% 0.103 1800G F0% 0% C G

Albemarle County Line

US 15 Boswells Tavern

98%

From:To:

From:

Louisa County 3.99 0%22 0.559

Louisa Rd 1700 1% 1% 0.093 1700G F1% 0% C G

US 33 Trevilians

97%

From:To:

Louisa County 6.23 0%22 0.664

Louisa Rd 5200 1% 1% 0.092 5100G F1% 2% F G

WCL Louisa

96%

From:To:

Louisa County33 3.84 0%22 0.5

West Main St 6200 1% 1% 0.090 6100G F1% 2% F G

SR 208 LOUISA C H

96%

From:To:

Louisa County33 1.08 0%22 0.527

West Main St 14000 0% 1% 0.082 14000G F0% 1% F G

E US 33

98%

From:

To:

Louisa County33 208 0.40 0%22 0.55

Louisa Rd 9800 0% 1% 0.089 9600G F1% 2% C G

ECL Louisa

96%

From:

To:

Town of Louisa (Maint: 54)208 0.33 0%22 0.504

Davis Hwy 9800 0% 1% 0.089 9600N F1% 2% N N

WCL Mineral

96%

From:

To:

Louisa County208 4.73 0%22 0.504

Davis Hwy 9800 0% 1% 0.089 9600N F1% 2% N N

US 522

96%To:

Town of Mineral (Maint: 54)208 0.15 0%22 0.504

18000 1% 1% 0.092 18000G F1% 4% F G

Tennessee State Line

SCL Weber City

93%

From:

To:

From:

Scott County 1.02 0%23 0.587

17000 1% 1% 0.086 18000G F1% 4% F G

84-614 N Yuma Rd

93%

From:

To:

Town of Weber City (Maint: 84) 0.51 0%23 0.589

18000 1% 1% 0.083 18000G F1% 4% F G

84-808 Shady Elm Lane

93%

From:To:

Town of Weber City (Maint: 84) 0.77 0%23 0.544

18000 1% 1% 0.085 18000G F1% 4% F G

US 58, US 421 Hilton Rd

93%

From:To:

Town of Weber City (Maint: 84) 0.62 0%23 0.562

23000 1% 1% 0.091 24000G F1% 4% F G

ECL Weber City

93%

From:To:

Town of Weber City (Maint: 84)58 421 0.08 0%23 0.601

23000 1% 1% 0.091 24000G F1% 4% F G

SCL Gate City

93%

From:To:

Town of Weber City (Maint: 84)58 421 0.35 0%23 0.601

23000 1% 1% 0.091 24000N F1% 4% N N

Bus US 23 East of Gate City

93%

From:

To:

Town of Gate City (Maint: 84)58 421 0.61 0%23 0.601

12000 1% 1% 0.104 12000A A1% 4% C A

NCL Gate City

93%

From:

To:

Town of Gate City (Maint: 84)58 421 0.23 0%23 0.505

12000 1% 1% 0.104 12000N A1% 4% N N

SCL Gate City

93%

From:

To:

Town of Gate City (Maint: 84)58 421 0.41 0%23 0.505

12000 1% 1% 0.104 12000N A1% 4% N N

NCL Gate City

93%To:

Town of Gate City (Maint: 84)58 421 0.33 0%23 0.505

1116/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

12000 1% 1% 0.104 12000N A1% 4% N N

NCL Gate City

Bus US 23 West of Gate City

93%

From:To:

From:

Town of Gate City (Maint: 84)58 421 1.77 0%23 0.505

Daniel Boone Heritage Hwy 11000 1% 1% 0.086 12000G F1% 4% F G

84-870 Daniel Boone Trail

93%

From:To:

Scott County58 421 5.92 0%23 0.544

11000 1% 1% 0.085 12000G F1% 4% F G

SR 65

93%

From:To:

Scott County58 421 3.56 0%23 0.524

11000 1% 1% 0.085 12000G F1% 4% F G

US 58, US 421 Duffield

93%

From:To:

Scott County58 421 4.67 0%23 0.511

8100 1% 1% 0.084 8300G F1% 4% F G

SCL Duffield

93%

From:

To:

Scott County 0%23 0.553

8100 1% 1% 0.084 8300N F1% 4% N N

NCL Duffield

93%

From:

To:

Town of Duffield (Maint: 84) 0%23 0.553

8100 1% 1% 0.084 8300N F1% 4% N N

Lee County Line

93%

From:

To:

Scott County 2.82 0%23

Scott County Line

0.553

7600 1% 1% 0.089 8000G F0% 4% F G

Wise County Line

95%

From:

To:

Lee County 4.04 0%23

Lee County Line

0.515

Orby Cantrell Hwy 8400 1% 1% 0.093 8900G F0% 4% F G

97-844 S, Wildcat Rd

95%

From:

To:

Wise County 2.10 0%23 0.518

Orby Cantrell Hwy 3500 1% 1% 0.262 3600A A0% 4% C A

BUS US 23 South of Big Stone Gap

95%

ALTALT From:

To:

Wise County 1.84 0%23 0.522

Orby Cantrell Hwy 10000 1% 1% 0.089 11000G F0% 4% F G

97- 610 S, Powell Valley Rd

95%

ALTALT From:

To:

Wise County58P

58 1.31 0%23

97-610 S Powell Valley Rd

0.506

Orby Cantrell Hwy 14000 1% 1% 0.089 15000G F0% 4% F G

97-610 N Powell Valley Rd

95%

ALTALT From:To:

Wise County58P

58 5.30 0%23 0.568

Orby Cantrell Hwy 12000 1% 1% 0.085 13000G F0% 4% F G

WCL Norton

95%

ALTALT From:To:

Wise County58P

58 0.86 0%23 0.530

12000 1% 1% 0.085 13000N F0% 4% N N

11Th St; 12th St Ext

95%

ALTALT From:

To:

City of Norton (Maint: 97)58P

58 1.09 0%23 0.530

Orby Cantrell Hwy 13000 1% 1% 0.09 14000G F1% 4% C G

ALT US 58, SR 283 Norton-Coeburn Hwy

94%

From:

To:

City of Norton (Maint: 97)58P

58 1.44 0%23 0.511

Orby Cantrell Hwy 18000 0% 0% 0.086 19000N F0% 3% N N

NCL Norton

95%

From:

To:

City of Norton (Maint: 97) 0.74 0%23 0.506

18000 0% 0% 0.086 19000G F0% 3% F G

Bus US 23 North of Norton

95%To:

Wise County 0.88 0%23 0.506

1126/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

17000 0% 0% 0.105 18000A A0% 3% C A

Bus US 23 North of Norton

SCL Wise

95%

From:To:

From:

Wise County 0.46 0%23 0.511

17000 0% 0% 0.105 18000N A0% 3% N N

Bus US 23 South of Wise

95%

From:

To:

Town of Wise (Maint: 97) 0.42 0%23

Bus US 23 S of Wise Norton Rd

0.511

Orby Cantrell Hwy 12000 0% 0% 0.081 13000G F0% 3% F G

NCL Wise

95%

From:To:

Town of Wise (Maint: 97) 1.44 0%23 0.574

12000 0% 0% 0.081 13000N F0% 3% N N

Bus US 23 North of Wise

95%

From:

To:

Wise County 0.52 0%23

Bus US 23 North of Wise, Main St

0.574

Orby Cantrell Hwy 11000 0% 0% 0.078 12000G F0% 3% F G

97-634 Bean Gap Rd

95%

From:

To:

Wise County 4.10 0%23 0.594

Orby Cantrell Hwy 11000 0% 0% 0.079 12000G F0% 3% F G

Bus US 23 South of Pound

95%

From:

To:

Wise County 3.56 0%23 0.625

Orby Cantrell Hwy 6400 0% 0% 0.074 6800G F0% 3% F G

WCL Pound

95%

From:

To:

Wise County 2.40 0%23 0.553

6400 0% 0% 0.074 6800N F0% 3% N N

Bus US 23 North

95%

From:

To:

Town of Pound (Maint: 97) 0.13 0%23 0.553

6100 0% 0% 0.075 6500N F0% 3% N N

NCL Pound

95%

From:

To:

Town of Pound (Maint: 97) 1.16 0%23 0.533

Orby Cantrell Hwy 6100 0% 0% 0.075 6500G F0% 3% F G

Kentucky State Line

95%To:

Wise County 2.02 0%23 0.533

BusBus

15000 0% 1% 0.096 16000G F0% 0% F G

US 23 South of Gate City

84-836 Jones St

98%

BusBusBus From:To:

From:

Town of Gate City (Maint: 84)58 421 0.23 0%

Bus

23 0.505

8100 0% 1% 0.089 8700G F0% 0% C G

SR 71 E Jackson St

98%

BusBusBus From:To:

Town of Gate City (Maint: 84)58 421 0.47 0%23 0.546

W Jackson St 4900 0% 1% 0.088 5300G F0% 0% F G

84-665 Manville Rd; Muncipal Rd

98%

BusBusBus From:

To:

Town of Gate City (Maint: 84)58 421 0.12 0%23

84-665 Manville Rd; Muncipal

0.621

W Jackson St 3500 0% 1% 0.088 3700G F0% 0% F G

84-763 Fir St

98%

BusBusBus From:

To:

Town of Gate City (Maint: 84)58 421 0.15 0%23 0.542

Daniel Boone Rd 2700 0% 1% 0.094 2900G F0% 0% F G

84-762 Starnes St

98%

BusBusBus From:

To:

Town of Gate City (Maint: 84)58 421 0.84 0%23 0.55

Daniel Boone Rd 2000 0% 1% 0.106 2100G F1% 1% C G

WCL Gate City

97%

BusBusBus From:

To:

Town of Gate City (Maint: 84)58 421 0.80 0%23 0.565

2000 0% 1% 0.106 2100N F1% 1% N N

US 23 Bus W. INT

97%To:

Scott County58 421 0.04 0%23 0.565

1136/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

5200 0% 1% 0.090 5200G F1% 1% C G

US 23 South of Pound

SCL Pound

97%

Bus From:To:

From:

Wise County 0.34 0%

Bus

23 0.613

5200 0% 1% 0.090 5200N F1% 1% N N

N US 23 & 97-T630

97%To:

Town of Pound (Maint: 97) 2.74 0%23 0.613

Norton Rd 8600 0% 0% 0.089 9400G F0% 0% C G

US 23 Orby Cantrell Hwy

SCL Wise; 97-757 Norton Coeburn Rd

99%

Bus From:To:

From:

Town of Wise 0%

Bus

23 0.516

Norton Rd 11000 0% 1% 0.089 12000G F0% 0% F G

Main Street

98%

Bus From:

To:

Town of Wise 0%23

Norton Rd

0.522

Main St 4700 0% 1% 0.103 5000G F0% 0% F G

Hall Ave

98%

Bus From:

To:

Town of Wise 0.36 0%23 0.604

Main St 3000 0% 1% 0.097 3300G F0% 0% C G

Addington Ave

98%

Bus From:

To:

Town of Wise 0.42 0%23 0.560

Main St 3100 0% 1% 0.097 3300N F0% 1% N N

NCL Wise

98%

Bus From:

To:

Town of Wise 0.11 0%23 0.549

West Main St 3100 0% 1% 0.097 3300G F0% 1% C G

US 23 North of Wise

98%To:

Wise County 0.70 0%23 0.549

Gilley Ave

ALT

8800 0% 1% 0.089 9400N F0% 2% N N

US 23

SCL Big Stone Gap

97%

ALTBus From:To:

From:

Wise County58 0.35 0%

Bus

23 0.57

Gilley Ave 8800 0% 1% 0.089 9400G F0% 2% C G

E 5th St

97%

ALTBus From:

To:

Town of Big Stone Gap58 0.93 0%23

Gilley Ave

0.57

E 5th St 7200 0% 1% 0.085 7700G F0% 2% F G

ALT US 58 Wood Ave

97%

Bus From:To:

Town of Big Stone Gap58 0.24 0%23 0.536

E 5th St 5900 0% 1% 0.084 6300G F0% 2% F G

2nd Ave

97%

Bus From:To:

Town of Big Stone Gap 0.28 0%23 0.503

E 5th St 4300 0% 1% 0.085 4600G F1% 4% C G

NCL Big Stone Gap

95%

Bus From:

To:

Town of Big Stone Gap 0.47 0%23 0.504

Roaring Branch Rd 4300 0% 1% 0.085 4600N F1% 4% N N

SCL Appalachia

95%

Bus From:

To:

Wise County 1.49 0%23 0.504

Main St 4300 0% 1% 0.085 4600N F1% 4% N N

NCL Appalachia

95%To:

Town of Appalachia (Maint: 97) 1.98 0%23 0.504

1146/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Kent Junction Rd 4300 0% 1% 0.085 4600N F1% 4% N N

NCL Appalachia

97-621

95%

Bus From:To:

From:

Wise County 7.83 0%

Bus

23 0.504

Kent Junction Rd 3300 0% 1% 0.081 3500N F1% 3% N N

SCL Norton

95%

Bus From:To:

Wise County 0.13 0%23 0.521

Park Ave 3300 0% 1% 0.081 3500G F1% 3% F G

15th Street

95%

Bus From:To:

City of Norton 0.59 0%23 0.521

Park Ave 6900 0% 1% 0.082 7400G F1% 3% F G

11th St

95%

Bus From:To:

City of Norton 0.56 0%23 0.508

Park Ave 6700 0% 1% 0.086 7200G F1% 3% F G

8th St

95%

Bus From:

To:

City of Norton 0.33 0%23 0.51

Park Ave 7600 0% 1% 0.088 8100G F1% 3% F G

SR 74 Coeburn Rd

95%

Bus From:

To:

City of Norton 0.34 0%23 0.526

Park Ave 9400 0% 1% 0.089 10000G F1% 3% F G

BUS US 23, SR 283; Park Ave

95%

Bus From:

To:

City of Norton 0.26 0%23

BUS US 23, SR 283

0.523

Park Ave 3800 0% 1% 0.094 4100G F0% 1% F G

12th St NE

98%

Bus From:

To:

City of Norton 1.46 0%23 0.569

Park Ave 4000 0% 1% 0.096 4300G F0% 1% F G

NCL Norton

98%

Bus From:

To:

City of Norton 0.04 0%23 0.538

Esserville Rd 3700 0% 1% 0.085 3900G F0% 1% C G

US 23 N of Norton Orby Cantreli Hwy

98%To:

Wise County 0.40 0%23 0.531

Elm Avenue 12000 1% 1% 0.073 13000G F0% 1% F G

SR 116 Jefferson St

I-581

97%

From:To:

From:

City of Roanoke 0.17 0%24 0.562

Elm Avenue 23000 1% 1% 0.112 25000G F0% 1% C G

SR 24 Par, 6th St

97%

From:To:

City of Roanoke 0.25 0%24

Bullitt Avenue 10000 1% 1% 0.112 11000G F0% 1% C G

SR 24 P, 13th St

98%

From:

To:

City of Roanoke 0.68 0%24

13th St

21000 1% 1% 0.087 22000G F0% 1% C G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.615

Jamison Ave 23000 0% 1% 0.088 25000G F0% 1% F G

Dale Ave

98%

From:

To:

City of Roanoke 0.19 0%24

Jamison Ave

0.628

Dale Ave 21000 0% 1% 0.088 22000G F0% 1% F G

ECL Roanoke

98%To:

City of Roanoke 0.69 0%24 0.599

1156/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Virginia Ave 22000 0% 1% 0.091 24000G F0% 1% F G

WCL Vinton

Pollard St

98%

From:To:

From:

Town of Vinton 0.51 0%24 0.614

Virginia Ave 19000 0% 1% 0.087 20000G F0% 1% C G

Clearview St

98%

From:

To:

Town of Vinton 0.80 0%24

Hardy Rd

0.65

By Pass Rd 13000 0% 1% 0.091 14000G F0% 1% F G

Washington Ave

98%

From:

To:

Town of Vinton 0.39 0%24

Bypass Rd

0.59

Washington Ave 20000 0% 1% 0.087 22000G F0% 1% F G

ECL Vinton

98%

From:To:

Town of Vinton 0.53 0%24 0.679

Washington Ave 18000 0% 1% 0.097 19000G F0% 1% F G

Bedford County Line

98%

From:

To:

Roanoke County 1.25 0%24

Roanoke County Line

0.639

Stewartsville Rd 15000 0% 1% 0.095 16000G F0% 1% F G

80-651 Mountain View Rd; Chestnut Mountain Dr

98%

From:

To:

Bedford County 0.08 0%24

80-651 East of Vinton; Mountain View Rd

0.719

Stewartsville Rd 13000 0% 0% 0.095 14000G F1% 0% F G

09-635 Lovers Lane

98%

From:

To:

Bedford County 4.90 0%24 0.736

Stewartsville Rd 7400 0% 0% 0.093 7800G F1% 0% C G

09-755 W, Morgans Mill Rd

98%

From:

To:

Bedford County 2.04 0%24 0.706

Stewartsville Rd 6700 0% 0% 0.093 7100G F1% 0% F G

09-746 Dickerson Mill Rd

98%

From:

To:

Bedford County 2.15 0%24

09-746 Chamblissburg, Dickerson Mill Rd

0.685

Stewartsville Rd 4100 0% 0% 0.095 4300G F1% 0% F G

09-801 Stony Fork Rd

98%

From:To:

Bedford County 4.57 0%24 0.640

Stewartsville Rd 2000 0% 0% 0.094 2100G F1% 0% F G

SR 122 Moneta Rd

98%

From:

To:

Bedford County 3.69 0%24

SR 122 Maneta Rd

0.575

Shingle Block Rd 1700 0% 0% 0.091 1800G F1% 0% F G

SR 43 W, Virginia Byway

98%

From:To:

Bedford County 5.51 0%24 0.512

Glenwood Dr 2300 0% 1% 0.088 2400G F1% 3% C G

SR 43 E, Leesville Rd

94%

From:To:

Bedford County43 2.58 0%24 0.552

Wyatts Way 2200 0% 1% 0.1 2300G F1% 1% C G

Campbell County Line

96%

From:

To:

Bedford County 7.59 0%24

Bedford County Line

0.711

Colonial Hwy 220 2% 3% 0.142 210G F0% 1% C G

15-811 Near Evington

94%

From:

To:

Campbell County 2.06 0%24 0.622

Colonial Hwy 1300 1% 1% 0.11 1300G F0% 1% C G

US 29

97%

From:

To:

Campbell County 6.68 0%24 0.534

Colonial Hwy 3200 2% 1% 0.112 3100G F1% 5% C G

US 501 SW of Rustburg

91%To:

Campbell County 4.32 0%24 0.531

1166/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Campbell Hwy 9000 1% 1% 0.086 8900G F0% 2% F G

US 501 SW of Rustburg

US 501 SW of Rustburg

96%

From:To:

From:

Campbell County501 0.92 0%24 0.541

Village Hwy 3900 2% 1% 0.098 3900G F1% 4% F G

15-656 Crews Shop Rd; Plum Branch Rd

92%

From:To:

Campbell County 6.38 0%24 0.558

Village Hwy 3600 2% 1% 0.095 3500G F1% 4% C G

W US 460

92%

From:To:

Campbell County 3.16 0%24 0.567

Lynchburg Hwy 15000 0% 1% 0.088 16000N F1% 1% N N

Appomattox County Line

97%

From:

To:

Campbell County460 0.11 0%24

Campbell County Line

0.618

Richmond Hwy 15000 0% 1% 0.088 16000F F1% 1% F F

06-689

97%

From:

To:

Appomattox County460 3.28 0%24 0.618

Richmond Hwy 15000 0% 1% 0.086 15000F F1% 2% C F

CL Appomattox

95%

From:

To:

Appomattox County460 4.09 0%24 0.578

Richmond Hwy 15000 0% 1% 0.086 15000N F1% 2% N N

BUS US 460

95%

From:

To:

Town of Appomattox (Maint: 06)460 0.42 0%24 0.578

Richmond Hwy 9800 0% 1% 0.083 10000F F2% 5% C F

E RT 460

91%

From:

To:

460 0.72 0%24

US 460 Richmond Hwy

0.518

Old Courthouse Rd 4100 1% 1% 0.094 4000F F1% 11% C F

06-616 Wildway Rd; Old Grist Mill Rd

86%

From:

To:

Appomattox County 5.23 0%24 0.518

Old Courthouse Rd 2300 1% 1% 0.105 2300F F1% 10% F F

Buckingham County Line

87%

From:

To:

Appomattox County 4.92 0%24

Appomattox County Line

0.509

1500 1% 2% 0.093 1400G F1% 7% C G

US 60 Mt Rush

89%To:

Buckingham County 8.71 0%24 0.655

Ramp 5400 0.087 5700G F G

SR 24 Elm Avenue

US 220 Roy Webber ExpwyTo:

From:

City of Roanoke (Maint: 80) 0.0924

Ramp 9800 0.086 10000G F G

SR 24 Elm Avenue

I-581 NorthTo:

From:

City of Roanoke (Maint: 80) 0.0824

Jamison Ave 11000 0% 1% 0.097 11000G F0% 1% C G

6th St

SR 24 Jamison Ave; Bullitt Avenue

98%

To:

From:

City of RoanokeP

0%24

21000 1% 1% 0.087 22000G F0% 1% C G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.544

0.615

Oakville Rd 2500 0% 1% 0.089 2500G F1% 4% C G

US 460 Richmond Hwy

06-608 Piney Mountain Rd; Stonewall Rd

93%

From:

To:

From:

Appomattox County 5.03 0%26 0.567

Oakville Rd 1300 0% 1% 0.099 1300G F2% 8% C G

US 60 Bent Creek

89%To:

Appomattox County 7.80 0%26 0.565

1176/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp NA NA NA

SR 27-W001A SR 27-E001A FROM RT 2

00-6624 TO ARLINGTON RIDGE ROADFrom:

To:

From:

Arlington County 0.1327

Ramp from SR 27 Washington Blvd

Ramp 12000 0.112 12000G F G

I-395 SouthTo:

Arlington County 0.2227

Washington Blvd 28000 1% 0% 0.084 30000G F0% 0% F G

US 50 Arlington Blvd; 00-6700

SR 244 Columbia Pike

98%

East From:To:

From:

Arlington County 0.82 0%

East

27

58000 1% 0% 0.087 62000G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.512

Washington Blvd 37000 1% 0% 0.085 39000G F0% 0% F G

I-395

98%

East From:To:

Arlington County 0.35 0%27

79000 1% 1% NA NAG 0% 0% F98% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

Washington Blvd 21000 1% 0% 0.126 NAG F0% 0% C

SR 244; Pentagon

98%

East From:To:

Arlington County 0.52 0%27

40000 1% 0% 0.086 NAG F0% 0% F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.613

Washington Blvd 24000 1% 0% 0.126 26000G F0% 0% F G

SR 110 Richmond Hwy

98%

East From:

To:

Arlington County 0.33 0%27

51000 1% 0% 0.086 55000G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.675

Washington Blvd 23000 1% 0% 0.133 24000G F0% 0% F G

Boundary Drive

98%

To:

Arlington County 0%27

39000 1% 0% 0.097 42000G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.791

Ramp 15000 0.077 15000G F G

SR 27-E TO RT 395 SOUTH & ARLINGTON RID

SR 27-W001A SR 27- 1A FROM RT 2To:

From:

Arlington County 0.09

East

27

Ramp 20000 0.097 20000G F G

SR 27-E TO RT 395 NORTH & ARMY NAVY DRI

I-395-N008D FROM RT 395 NORTH & ARLINGTEast From:

To:

From:

Arlington County 0.19

East

27

Ramp 24000 NA NAG

SR 27-E001C TO ARMY NAVY DRIVEEast From:

To:

Arlington County 0.1927

Ramp 15000 0.092 15000G F G

I-395 NorthTo:

Arlington County 0.2227

Ramp NA NA NA

SR 27-E001B TO ARMY NAVY DRIVE

I-395-N008C FROM RT 27 EASTTo:

From:

Arlington County 0.14

East

27

1186/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Washington Blvd 5200 0% 0% 0.121 NAG F0% 0% C

I-395 Reversible Lanes

SR 27 EB; SR 27 WB

99%

To:

From:

Arlington County 0.36 0%

Rev

27

79000 1% 1% NA NAG 0% 0% F98% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

Washington Blvd 30000 1% 0% 0.08 32000G F0% 0% F G

US 50 Arlington Blvd; 00-6700

SR 244 Columbia Pike

98%

West From:

To:

From:

Arlington County 0%

West

27

58000 1% 0% 0.087 62000G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.512

Washington Blvd 37000 0% 1% 0.08 NAG F1% 0% C

I-395

98%

West From:To:

Arlington County 0.60 0%27

79000 1% 1% NA NAG 0% 0% F98% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

Washington Blvd 19000 1% 0% 0.103 20000G F0% 0% F G

SR 244 Columbia Pike

98%

West From:To:

Arlington County 0.13 0%27

40000 1% 0% 0.086 NAG F0% 0% F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.613

Washington Blvd 27000 1% 0% 0.113 29000G F0% 0% F G

SR 110

98%

West From:To:

Arlington County 0.62 0%27

51000 1% 0% 0.086 55000G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.675

Washington Blvd 17000 1% 0% 0.103 18000G F0% 0% F G

Boundary Drive

98%

To:

Arlington County 0%27

39000 1% 0% 0.097 42000G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.791

Ramp NA NA NA

SR 27-W TO RT 395 SOUTH & ARLINGTON RID

SR 27-W001B TO RT 395 SOUTHWest From:

To:

From:

Arlington County 0.08

West

27

Ramp NA NA NA

SR 27- 1A SR 27-E001A FROM RT 2To:

Arlington County 0.0527

Ramp 18000 0.087 18000G F G

SR 27-W001A TO RT 395 SOUTH

I-395 SouthTo:

From:

Arlington County 0.11

West

27

Catlett Rd 8300 1% 1% 0.089 9000G F2% 3% F G

US 15, US 29 N of Remington

US 17 North of Bealeton

94%

From:To:

From:

Fauquier County 2.30 0%28 0.652

Catlett Rd 12000 1% 1% 0.091 12000G F2% 3% F G

30-610 Midland

94%

From:

To:

Fauquier County 2.70 0%28 0.705

Catlett Rd 13000 1% 1% 0.092 13000G F2% 3% F G

30-616 Calverton

94%

From:

To:

Fauquier County 3.72 0%28 0.723

Catlett Rd 12000 1% 1% 0.091 12000G F2% 3% F G

30-806 Catlett

94%To:

Fauquier County 2.40 0%28 0.763

1196/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Catlett Rd 13000 1% 1% 0.093 14000G F2% 3% C G

30-806 Catlett

Prince William County Line

94%

From:

To:

From:

Fauquier County 2.57 0%28

Fauquier County Line

0.757

Nokesville Rd 14000 1% 1% 0.091 14000G F2% 3% F G

76-652 Fitzwater Dr

94%

From:To:

Prince William County 2.18 0%28 0.699

Nokesville Rd 7000 1% 2% 0.12 7400F F3% 3% C F

SR 215 Vint Hill Rd

92%

From:To:

Prince William County 2.97 0%28 0.572

Nokesville Rd 20000 1% 2% 0.086 21000G F3% 3% F G

76-619 Bristow Rd

92%

From:To:

Prince William County 0.12 0%28 0.639

Nokesville Rd 29000 1% 2% 0.084 31000G F3% 3% F G

76-660 Piper Lane

92%

From:

To:

Prince William County 0.78 0%28 0.622

Nokesville Rd 30000 1% 2% 0.075 32000G F3% 3% F G

SR 234, WCL Manassas

92%

From:

To:

Prince William County 0.62 0%28 0.548

Nokesville Rd 34000 1% 1% 0.082 37000G F1% 1% F G

155-5 Godwin Dr

97%

From:

To:

City of Manassas 0.56 0%28 0.504

Nokesville Rd 18000 1% 1% 0.082 19000G F1% 1% F G

Wellington Rd

97%

From:

To:

City of Manassas 1.22 0%28 0.504

Center St 22000 1% 1% 0.083 24000G F1% 1% F G

Church St

97%

From:

To:

City of Manassas 0.80 0%28 0.57

Center St 10000 1% 1% 0.087 11000G F1% 1% F G

Bus SR 234 Grant Ave

97%

From:

To:

City of Manassas 0.25 0%28

20000 1% 1% 0.08 22000G F1% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.512

Center St 11000 1% 1% 0.077 12000G F1% 1% F G

Zebedee St

97%

From:

To:

City of Manassas 0.37 0%28

Center St

23000 1% 1% 0.078 25000G F1% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.696

Zebedee St 6800 1% 1% 0.073 7200G F1% 1% F G

1SR 28 P, Centreville Rd

97%

From:

To:

City of Manassas 0.09 0%28

19000 1% 1% 0.077 20000G F1% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.572

This link is signed SR 28

Centreville Rd 29000 1% 1% 0.075 31000G F1% 1% F G

Prince William County Line

97%

From:

To:

City of Manassas 1.10 0%28

NCL Manassas

0.524

Centreville Rd 29000 1% 1% 0.075 31000N F1% 1% N N

SCL Manassas Park

97%

From:

To:

Prince William County 0.26 0%28

Prince William County Line

0.524

Centreville Rd 29000 1% 1% 0.075 31000N F1% 1% N N

Liberia Ave

97%

From:

To:

City of Manassas Park (Maint: 76) 0.01 0%28 0.524

Centreville Rd 46000 1% 1% 0.068 49000G F1% 1% F G

ECL Manassas

97%To:

City of Manassas Park 0.31 0%28 0.581

1206/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Centreville Rd 51000 1% 1% 0.072 54000G F1% 1% F G

NCL Manassas Park

Fairfax County Line

97%

From:

To:

From:

Prince William County 2.13 0%28

Prince William County Line

0.569

Centreville Rd 62000 1% 1% 0.065 66000G F1% 1% F G

New Braddock Rd

97%

From:To:

Fairfax County 1.83 0%28 0.612

Centreville Rd 62000 1% 1% 0.067 67000G F1% 1% F G

US 29 Centreville

97%

From:To:

Fairfax County 0.80 0%28 0.622

Sully Rd 61000 1% 1% 0.073 65000G F1% 1% F G

I-66 North of Centreville

97%

From:To:

Fairfax County 0.54 0%28 0.691

Sully Rd 83000 1% 1% 0.079 87000G B1% 1% C G

29-662 Westfields Blvd

97%

From:

To:

Fairfax County 0%28 0.731

Sully Rd 77000 1% 1% 0.09 85000G B1% 1% F G

US 50 Dulles Airport

97%

From:

To:

Fairfax County 0%28 0.549

Sully Rd 70000 1% 1% 0.078 70000G F1% 1% F G

Loudoun County Line

97%

From:

To:

Fairfax County 4.18 0%28

Fairfax County Line

0.509

Sully Rd 70000 1% 1% 0.078 70000N F1% 1% N N

SR 267 Dulles Toll Rd

97%

From:

To:

Loudoun County 0.66 0%28 0.509

Sully Rd 151000 1% 1% 0.084 161000F F1% 1% F F

53-606 Old Ox Rd

97%

From:

To:

Loudoun County 1.00 0%28 0.614

Sully Rd 104000 1% 1% 0.084 112000G F1% 1% F G

54-846 Sterling Blvd

97%

From:

To:

Loudoun County 0.54 0%28 0.614

Sully Rd 94000 1% 1% 0.084 103000G F1% 1% F G

53-625 Waxpool Rd

97%

From:To:

Loudoun County 0%28 0.614

Sully Rd 61000 1% 1% 0.083 66000G B1% 1% F G

SR 7 Harry Byrd Hwy

97%To:

Loudoun County 0%28 0.599

Ramp 9300 0.099 9800F F F

SR 28 North

I-66 EastTo:

From:

Fairfax County 0.1828

Ramp 15000 1% 1% 0.092 16000F F1% 2% C F

SR 28 South

I-66 West

95%To:

From:

Fairfax County 0%28

Ramp 11000 1% 1% 0.093 11000G F0% 1% C G

SR 28 RO RT 66 EAST

SR 28-S030A SR 28- 30A TO RT 66

98%To:

From:

Fairfax County 0.12 0%

North

28

Ramp NA NA NA

SR 28 TO RT 66 WEST

SR 28-S030B FROM 28 STo:

From:

Fairfax County

North

28

1216/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 12000 1% 1% 0.077 12000G F1% 2% C G

SR 28 Sully Rd

SR 28-N030A SR 28- 30A TO RT 66

95%To:

From:

Fairfax County 0.07 0%

South

28

Ramp NA NA NA

SR 28 TO RT 66 WEST

SR 28-N030B SR 28- 30B FROM 28 STo:

From:

Fairfax County 0.07

South

28

Church St 10000 1% 1% 0.081 11000G F1% 1% F G

SR 28 Center St

Bus SR 234 Grant Ave

97%

From:To:

From:

City of ManassasP

0.24 0%28

20000 1% 1% 0.08 22000G F1% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.512

Church St 12000 1% 1% 0.087 13000G F1% 1% F G

SR 28 Centreville Rd

97%

To:

City of ManassasP

0.38 0%28

23000 1% 1% 0.078 25000G F1% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.606

0.696

Danville Expwy 15000 1% 1% 0.084 15000G F2% 14% F G

US 58

Elizabeth St

82%

From:

To:

From:

City of Danville (Maint: 71)58 1.12 0%29 0.601

Danville Expwy 15000 1% 1% 0.100 15000A A2% 14% C A

SR 86, S Main St

82%

From:

To:

City of Danville (Maint: 71)58 2.63 0%29 0.573

Danville Expwy 17000 1% 1% 0.083 17000G F2% 14% F G

Goodyear Blvd

82%

From:

To:

City of Danville (Maint: 71)58 1.85 0%29 0.568

Danville Expwy 19000 1% 1% 0.080 20000G F2% 14% F G

US 58, US 360 South Boston Rd

82%

From:

To:

City of Danville (Maint: 71)58 1.36 0%29 0.512

Danville Expwy 15000 1% 1% 0.085 16000G F2% 14% F G

NCL Danville

82%

From:To:

City of Danville (Maint: 71) 2.00 0%29 0.519

Danville Expwy 15000 1% 1% 0.085 16000G F2% 14% F G

SR 360

82%

From:To:

Pittsylvania County 0.32 0%29 0.519

Danville Expwy 9900 1% 1% 0.101 9800G B2% 14% F G

BUS US 29 North of Danville

82%

From:To:

Pittsylvania County 6.52 0%29 0.504

19000 1% 1% 0.085 18000G F1% 12% F G

71-640 Spring Garden Road

84%

From:To:

Pittsylvania County 0.76 1%29 0.518

18000 1% 1% 0.08 18000G F1% 12% F G

71-718 Snakepath Road; Dry Fork Road

84%

From:To:

Pittsylvania County 3.49 1%29 0.536

17000 1% 1% 0.095 16000G F1% 12% F G

SCL Chatham

84%

From:

To:

Pittsylvania County 3.18 1%29 0.511

17000 1% 1% 0.095 16000N F1% 12% N N

Bus US 29 South Main St

84%

From:

To:

Town of Chatham (Maint: 71) 0.03 1%29 0.511

12000 1% 1% 0.080 12000G F1% 12% F G

NCL Chatham

84%To:

Town of Chatham (Maint: 71) 0.76 1%29 0.511

1226/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

12000 1% 1% 0.080 12000N F1% 12% N N

NCL Chatham

Bus US 29 North of Chatham

84%

From:To:

From:

Pittsylvania County 2.70 1%29 0.511

12000 1% 1% 0.087 11000G F1% 12% F G

Bus US 29 South of Gretna

84%

From:To:

Pittsylvania County 6.17 1%29 0.507

9600 1% 1% 0.113 9400A A1% 12% C A

SR 40 West Gretna Rd

84%

From:To:

Pittsylvania County 1.83 1%29 0.533

10000 1% 1% 0.085 10000G F1% 12% F G

N US 29 Bus N of Gretna

84%

From:To:

Pittsylvania County 2.48 1%29 0.522

12000 1% 1% 0.086 12000G F1% 12% F G

71-643 Derby Rd

84%

From:

To:

Pittsylvania County 3.08 1%29 0.52

13000 1% 1% 0.086 12000G F1% 12% F G

Bus US 29 Main St South of Hurt

84%

From:

To:

Pittsylvania County 4.08 1%29 0.540

13000 1% 1% 0.087 12000G F1% 12% F G

Campbell County Line

84%

From:

To:

Pittsylvania County 3.15 1%29

Pittsylvania County Line

0.587

Wards Rd 15000 1% 1% 0.080 14000G F1% 12% F G

SR 43 Bedford Ave

84%

From:

To:

Campbell County 0.72 1%29 0.6

Wards Rd 13000 1% 1% 0.086 12000G F1% 12% F G

Dearing Ford Rd Bus US 29 Main St

84%

From:

To:

Campbell County 3.45 1%29

15-712

0.588

Wards Rd 13000 1% 1% 0.086 12000N F1% 12% N N

BUS US 29 N of Altavista

84%

From:

To:

Campbell County 0.19 1%29

Dearing Ford Rd Bus US 29 Main St

0.588

Wards Rd 17000 1% 1% 0.084 17000G F1% 4% F G

15-696 Marysville Rd

93%

From:To:

Campbell County 4.24 0%29 0.587

Wards Rd 17000 1% 1% 0.082 18000G F1% 4% F G

SR 24 Colonial Hwy

93%

From:To:

Campbell County 4.99 0%29 0.589

Wards Rd 19000 1% 1% 0.088 19000G F1% 4% F G

15-738 English Tavern Rd

93%

From:To:

Campbell County 4.58 0%29 0.582

Wards Rd 29000 1% 1% 0.101 31000A A1% 4% C A

US 460 Lynchburg Hwy; Bus US 29

93%

From:

To:

Campbell County 1.84 0%29

US 460; Bus US 29 Wards Rd

0.581

46000 0% 1% 0.099 48000G F1% 5% F G

SCL Lynchburg

93%

From:

To:

Campbell County460P

29 0.03 0%29 0.623

46000 0% 1% 0.099 48000G F1% 5% F G

Candler Mountain Rd

93%

From:

To:

City of Lynchburg (Maint: 15)460P

29 1.38 0%29 0.623

40000 0% 1% 0.095 41000G F1% 5% F G

US 501

93%

From:

To:

City of Lynchburg (Maint: 15)460P

29 0.49 0%29 0.614

35000 0% 1% 0.105 37000G A1% 5% C G

US 501 Campbell Ave

93%To:

City of Lynchburg (Maint: 15)460P

29 501 0%29 0.531

1236/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Richmond Hwy 27000 0% 1% 0.092 27000G F1% 5% F G

Functional Class Change

US 29

93%

From:

To:

From:

City of Lynchburg (Maint: 15)460 2.14 0%29

US 460 Lynchburg Hwy

0.553

17000 1% 1% 0.089 17000G F1% 9% F G

SCL Lynchburg

89%

From:To:

Campbell County 0%29 0.548

17000 1% 1% 0.089 17000G F1% 9% F G

NCL Lynchburg

89%

From:To:

City of Lynchburg (Maint: 15) 0%29 0.548

17000 1% 1% 0.089 17000G F1% 9% F G

SR 210

89%

From:To:

Amherst County 1.09 0%29 0.548

18000 1% 1% 0.088 17000G F1% 9% F G

SR 130

89%

From:

To:

Amherst County 3.79 0%29 0.531

15000 1% 1% 0.115 15000A A1% 8% C A

SCL Amherst; Bus US 29

90%

From:

To:

Amherst County 7.13 0%29 0.517

20000 1% 1% 0.083 19000G F1% 9% F G

US 60 Richmond Hwy

89%

From:

To:

Town of Amherst (Maint: 05) 1.71 0%29 0.508

17000 1% 1% 0.082 16000G F1% 9% F G

BUS US 29 Near NCL Amherst

89%

From:

To:

Town of Amherst (Maint: 05) 1.45 0%29 0.521

N Amherst Hwy 16000 1% 1% 0.081 15000N F1% 9% N N

NCL Amherst

89%

From:

To:

Town of Amherst (Maint: 05) 0.65 0%29 0.554

N Amherst Hwy 16000 1% 1% 0.081 15000G F1% 9% F G

SR 151 North of Amherst

89%

From:

To:

Amherst County 1.35 0%29 0.554

N Amherst Hwy 12000 1% 1% 0.079 11000G F1% 9% F G

Nelson County Line

89%

From:

To:

Amherst County 4.10 0%29

Amherst County Line

0.614

Thomas Nelson Hwy 12000 1% 1% 0.087 11000F F1% 2% F F

SR 56 Near Colleen

96%

From:To:

Nelson County 4.47 0%29 0.631

Thomas Nelson Hwy 14000 0% 1% 0.086 14000F F1% 8% C F

BUS US 29 South of Lovingston

89%

From:To:

Nelson County56 4.28 0%29 0.623

Thomas Nelson Hwy 13000 1% 2% 0.089 13000F F1% 3% C F

BUS US 29 North of Lovingston

93%

From:To:

Nelson County 0.82 0%29 0.660

Thomas Nelson Hwy 14000 1% 1% 0.115 13000A A1% 9% C A

SR 6 River Rd

89%

From:

To:

Nelson County 6.51 0%29 0.550

Thomas Nelson Hwy 11000 1% 1% 0.091 10000F F1% 2% F F

SR 6 Irish Rd

96%

From:

To:

Nelson County6 3.94 0%29 0.679

Thomas Nelson Hwy 11000 0% 1% 0.093 11000F F1% 4% C F

Albemarle County Line

93%

From:

To:

Nelson County 1.44 0%29

Nelson County Line

0.717

Monacan Trail Rd 2200 1% 1% 0.495 2200A A1% 9% C A

02-692 Plank Rd

88%To:

Albemarle County 7.89 1%29 0.617

1246/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Monacan Trail Rd 13000 1% 1% 0.090 13000G F1% 9% F G

02-692 Plank Rd

02-708 Red Hill Rd

89%

From:To:

From:

Albemarle County 2.69 0%29 0.693

Monacan Trail Rd 15000 1% 1% 0.091 14000G F1% 9% F G

I-64

89%

From:To:

Albemarle County 6.17 0%29 0.694

Monacan Trail Rd 46000 1% 1% 0.1 44000G F1% 9% F G

BUS US 29 Fontaine Ave S of Charlottesville

89%

From:To:

Albemarle County 0.36 0%29 0.694

Monacan Trail Rd 43000 1% 1% 0.103 41000G F1% 9% F G

US 250 Ivy Rd

89%

From:

To:

Albemarle County 1.52 0%29

Bus US 250 Ivy Rd

0.61

Monacan Trail Rd 47000 1% 1% 0.097 49000G F1% 2% F G

WCL Charlottesville

96%

From:

To:

Albemarle County250 0%29 0.542

Monacan Trail Rd 37000 1% 1% 0.100 39000G F1% 2% F G

Bus US 29

96%

From:

To:

City of Charlottesville250 0.35 0%29

US 250, Bus US 29

0.554

Emmet St 46000 1% 1% 0.083 48000G F1% 2% F G

NCL Charlottesville

96%

From:

To:

City of Charlottesville 0%29 0.506

Seminole Trail 44000 1% 1% 0.082 46000G F1% 2% F G

02-631 Rio Rd

96%

From:

To:

Albemarle County 1.70 0%29 0.501

Seminole Trail 37000 1% 1% 0.089 39000G F1% 2% F G

02-1520 Hollymeade Dr

96%

From:

To:

Albemarle County 3.11 0%29 0.575

Seminole Trail 33000 1% 1% 0.111 34000G A1% 2% F G

02-649 Airport Rd, Proffit Rd

96%

From:

To:

Albemarle County 1.01 0%29 0.543

Seminole Trail 32000 1% 1% 0.111 34000A A1% 2% C A

02-1510 Camelot Dr

96%

From:To:

Albemarle County 1.80 0%29 0.543

Seminole Trail 27000 1% 1% 0.091 29000G F1% 2% F G

Greene County Line

96%

From:

To:

Albemarle County 2.89 0%29

Albemarle County Line

0.626

Seminole Trail 24000 1% 1% 0.089 25000G F1% 2% F G

US 33 Spotswood Trail

96%

From:To:

Greene County 3.21 0%29 0.602

Seminole Trail 15000 1% 1% 0.081 14000G F1% 5% F G

Madison County Line

93%

From:

To:

Greene County 3.68 0%29

Greene County Line

0.543

S Seminole Trail 14000 1% 1% 0.118 14000A A1% 5% C A

SR 230 Wolftown-Hood Rd

93%

From:

To:

Madison County 5.57 0%29 0.568

S Seminole Trail 17000 1% 1% 0.078 15000G F1% 5% F G

SR 230, SR 231 Orange Rd

93%

From:

To:

Madison County230 0.52 0%29 0.503

S Seminole Trail 17000 1% 1% 0.079 16000G F1% 5% F G

Bus US 29 South of Madison

93%

From:

To:

Madison County231 1.34 0%29 0.520

Seminole Trail 14000 1% 1% 0.079 13000G F1% 5% F G

Bus US 29 North of Madison

93%To:

Madison County 2.02 0%29 0.542

1256/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

N Seminole Trail 14000 1% 1% 0.077 13000G F1% 5% F G

Bus US 29 North of Madison

56-607 Ridgeview Rd; Lillards Ford Rd

93%

From:To:

From:

Madison County 3.16 0%29 0.507

N Seminole Trail 14000 1% 1% 0.08 13000G F1% 5% F G

Culpeper County Line

93%

From:

To:

Madison County 4.03 0%29

Madison County Line

0.563

James Monroe Hwy 17000 1% 1% 0.080 15000G F1% 5% F G

23-603 White Shop Rd

93%

From:To:

Culpeper County 2.79 0%29 0.614

James Monroe Hwy 21000 1% 1% 0.086 20000G F1% 5% F G

Bus US 29 South of Culpeper

93%

From:To:

Culpeper County 3.65 0%29 0.594

James Monroe Hwy 17000 1% 1% 0.082 15000G F1% 5% F G

US 15 James Madison Hwy

93%

From:

To:

Culpeper County 0%29 0.589

James Madison Hwy 20000 1% 1% 0.080 19000G F1% 5% F G

US 522

93%

From:

To:

Culpeper County15 0%29 0.598

James Madison Hwy 21000 1% 1% 0.083 20000G F1% 5% F G

Bus US 15, Bus US 29 North of Culpeper

93%

From:

To:

Culpeper County15 0%29 0.590

James Madison Hwy 23000 1% 1% 0.079 23000G F1% 7% F G

23-663 Alanthus Rd

89%

From:

To:

15 0%29 0.625

James Madison Hwy 27000 1% 1% 0.081 26000G F1% 7% F G

Bus US 15, Bus US 29 South of Remington

89%

From:

To:

Culpeper County15 4.31 0%29 0.638

James Madison Hwy 25000 1% 1% 0.080 24000G F1% 7% F G

Fauquier County Line

89%

From:

To:

Culpeper County15 0.24 0%29

Culpeper County Line

0.645

James Madison Hwy 25000 1% 1% 0.083 25000G F1% 7% F G

Bus US 15, Bus US 29 North of Remington

89%

From:To:

Fauquier County15 2.17 0%29 0.658

James Madison Hwy 28000 1% 1% 0.084 27000G F1% 7% F G

SR 28 Catlett Rd

89%

From:To:

Fauquier County15 0.30 0%29 0.662

James Madison Hwy 21000 1% 1% 0.083 21000G F1% 7% F G

US 17 Marsh Rd

89%

From:To:

Fauquier County15 4.00 0%29 0.687

James Madison Hwy 38000 1% 1% 0.102 38000A A1% 7% C A

30-684 Lees Ridge Rd

89%

From:To:

Fauquier County15 17 2.28 0%29 0.608

James Madison Hwy 39000 1% 1% 0.078 38000G F1% 7% F G

Bus US 15,17,29 South of Warrenton

89%

From:

To:

15 17 2.43 0%29 0.64

Eastern Bypass 34000 1% 1% 0.08 34000G F1% 7% F G

US 15, US 29 North of Warrenton

89%

From:

To:

15 17 2.44 0%29

US 17

0.591

Eastern Bypass 34000 1% 1% 0.08 34000N F1% 7% N N

SCL Warrenton

89%

From:

To:

Fauquier County15 0.36 0%29 0.591

Eastern Bypass 41000 1% 1% 0.081 40000G F1% 7% F G

NCL Warrenton

89%To:

Town of Warrenton (Maint: 30)15 0.26 0%29 0.606

1266/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Eastern Bypass 41000 1% 1% 0.081 40000N F1% 7% N N

NCL Warrenton

Bus US 15, Bus US 29 North of Warrenton

89%

From:To:

From:

(Maint: 30)15 0.22 0%29 0.606

Lee Highway 39000 1% 1% 0.074 40000G F1% 2% F G

30-693 Old Alexandria Tpke

95%

From:To:

Fauquier County15 0%29 0.824

Lee Highway 43000 1% 1% 0.086 43000F B1% 2% C F

SR 215 Vint Hill Rd

95%

From:To:

Fauquier County15 3.22 0%29 0.555

Lee Highway 41000 1% 1% 0.072 41000N F1% 2% N N

Prince William County Line

95%

From:

To:

Fauquier County15 0.13 0%29

Fauquier County Line

0.591

Lee Highway 41000 1% 1% 0.072 41000G F1% 2% F G

US 15 James Madison Hwy

95%

From:

To:

Prince William County15 0.82 0%29 0.591

Lee Highway 37000 1% 1% 0.070 37000G F1% 2% F G

SR 55 John Marshall Hwy

95%

From:

To:

Prince William County 3.31 0%29 0.576

Lee Highway 54000 1% 1% 0.073 55000G F1% 2% F G

I-66 East of Gainesville

95%

From:

To:

Prince William County 0.89 0%29 0.598

Lee Highway 15000 0% 0% 0.091 17000G F0% 0% F G

Fairfax County Line

99%

From:

To:

Prince William County 5.04 0%29

Prince William County Line

0.593

Lee Highway 13000 0% 0% 0.093 14000G F0% 0% F G

29-609 Pleasant Valley Rd

99%

From:

To:

Fairfax County 1.60 0%29 0.808

Lee Highway 19000 0% 0% 0.118 21000G F0% 0% F G

I-66 West of Centreville

99%

From:

To:

Fairfax County 1.55 0%29 0.84

Lee Highway 31000 0% 0% 0.081 34000G F0% 0% F G

SR 28 Centreville

99%

From:To:

Fairfax County 0.86 0%29 0.579

Lee Highway 25000 0% 0% 0.085 27000G F0% 0% F G

29-7100 Fairfax County Pkwy

99%

From:To:

Fairfax County 3.15 0%29 0.729

Lee Highway 21000 0% 0% 0.120 22000A A0% 0% C A

WCL Fairfax

99%

From:To:

Fairfax County 2.24 0%29 0.675

Lee Highway 28000 0% 0% 0.088 30000G F0% 0% F G

Jermantown Rd

99%

From:To:

City of Fairfax 0.16 0%29 0.603

Lee Highway 22000 0% 0% 0.081 24000G F0% 0% F G

US 50; SR 236 Main St

99%

From:

To:

City of Fairfax 0.44 0%29 0.606

Lee Highway 22000 0% 0% 0.083 24000G F0% 0% F G

SR 123 Chain Bridge Rd

99%

From:

To:

City of Fairfax50 0.96 0%29 0.541

Lee Highway 21000 0% 0% 0.075 23000G F0% 0% F G

University Dr

99%

From:

To:

City of Fairfax50 0.21 0%29 0.629

Lee Highway 27000 0% 0% 0.081 29000G F0% 0% F G

Plantation Parkway

99%To:

City of Fairfax50 0.59 0%29 0.604

1276/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Lee Hwy 37000 0% 0% 0.083 40000G F0% 0% F G

Plantation Parkway

Draper Drive

99%

From:To:

From:

City of Fairfax50 0.68 0%29 0.626

Lee Highway 28000 0% 0% 0.091 30000F F0% 0% F F

US 50

99%

From:To:

City of Fairfax50 0.28 0%29 0.517

Lee Highway 28000 0% 0% 0.091 30000N F0% 0% N N

US 50 Fairfax Circle

99%

From:To:

City of Fairfax 0.08 0%29 0.517

Lee Highway 25000 0% 1% 0.087 NAN F1% 0% N

ECL Fairfax

97%

From:To:

City of Fairfax237 0.13 0%29 0.529

Lee Highway 17000 0% 1% 0.087 19000G F1% 0% F G

SR 243 Nutley St

97%

From:

To:

Fairfax County237 0.80 0%29 0.718

Lee Highway 23000 0% 1% 0.082 26000G F1% 0% F G

29-650 Gallows Rd

97%

From:

To:

Fairfax County237 1.90 0%29 0.591

Lee Highway 25000 0% 1% 0.087 NAG F1% 0% F

29-1720 Woodley Place; Graham Rd

97%

From:

To:

Fairfax County237 1.93 0%29 0.529

Lee Highway 18000 0% 1% 0.103 20000G F1% 0% F G

29-1717 Marshall St; WCL Falls Church

97%

From:

To:

Fairfax County237 0.42 0%29 0.530

Washington St 17000 0% 1% 0.101 19000F F1% 0% F F

29-1712 Cavalier Trail

97%

From:

To:

City of Falls Church237 0.29 0%29 0.591

Washington St 14000 0% 1% 0.098 15000G F1% 0% F G

SR 338 Hillwood Ave

97%

From:

To:

City of Falls Church237 0.24 0%29 0.550

Washington St 8300 0% 1% 0.100 9200G F1% 0% F G

SR 7 Broad St

97%

From:To:

City of Falls Church237 0.28 0%29 0.558

Washington St 17000 0% 1% 0.090 19000F F1% 0% F F

110-6767 Great Falls St

97%

From:To:

City of Falls Church237 0.18 0%29 0.664

Washington St 16000 0% 1% 0.087 18000G F1% 0% F G

Arlington County Line

97%

From:

To:

City of Falls Church237 0.32 0%29

ECL Falls Church

0.558

Lee Highway 17000 0% 1% 0.085 19000G F1% 0% F G

SR 237 Washington Blvd

97%

From:To:

Arlington County237 0.11 0%29 0.539

Lee Highway 17000 1% 2% 0.137 18000N A2% 3% N N

SR 237 Par, Washington Blvd

92%

From:

To:

Arlington County237P

0.07 0%29 0.501

Lee Highway 17000 1% 2% 0.137 18000F A2% 3% F F

SR 120 Glebe Rd

92%

From:

To:

Arlington County 2.16 0%29 0.501

Lee Highway 12000 0% 1% 0.089 14000G F1% 0% F G

S SR 309 Old Dominion Dr

97%

From:

To:

Arlington County 0.15 0%29

S SR 309; Lee Hwy

0.66

Old Dominion Dr 25000 0% 1% 0.103 NAG F1% 0% F

M SR 309 Lee Hwy

97%To:

Arlington County309 0.05 0%29 0.634

1286/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Old Dominion Dr 14000 0% 1% 0.102 15000G F1% 0% F G

M SR 309 Lee Hwy;

N SR 309 Lee Hwy; Quincy St

97%

From:To:

From:

Arlington County 0.67 0%29 0.644

Lee Highway 17000 0% 1% 0.107 19000G F1% 0% F G

I-66

97%

From:To:

Arlington County 0.48 0%29 0.776

Lee Highway 27000 0% 1% 0.107 NAG F1% 0% F

SR 124; Kirkwood Rd

97%

From:To:

Arlington County 0.19 0%29 0.776

Lee Highway 14000 0% 1% 0.113 16000G F1% 0% F G

21st St; US 29 Par

97%

From:To:

Arlington County 0.57 0%29 0.803

Lee Highway NB 12000 0% 1% 0.117 13000G F1% 0% F G

District of Columbia Line

97%

To:

Arlington County 1.00 0%29

17000 0% 1% 0.097 19000G F1% 0% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.901

Ramp 7100 0.123 7600G F G

US 29

I-64 WestTo:

From:

Albemarle County29

Ramp

I-66-W043A FROM US 2900- NORTH & SOUTH

I-66-W043A TO RT 66 WESTRT 29 & TO RFrom:

To:

From:

Prince William County66 0.26 See I-66 for directional traffic volume estimates for this segment.29

Ramp NA NA NA

I-66 WestTo:

Prince William County29

Ramp 7000 0.133 7400F F F

US 29 Ramp Merge

I-66 EastTo:

From:

Fairfax County 0.0829

Ramp 4900 0.09 4900G F G

US 29 Lee Highway

I-66 WestTo:

From:

Arlington County 0.1229

Ramp 2800 0.291 2600A A A

US 29 Monacan Trail Rd

I-64 EastTo:

From:

Albemarle County

North

29

Ramp 950 0.087 950G F G

US 29 TO I-64 WEST

US 29-S133B US 29- 133B FROM RT 2To:

From:

Albemarle County

North

29

Ramp 17000 0.099 17000G F G

US 29 Lee Highway

I-66 EastTo:

From:

Prince William County

North

29

Ramp 6900 0% 0% 0.138 7300F F0% 0% C F

US 29 Lee Highway

I-66 West

99%To:

From:

Fairfax County 0.16 0%

North

29

Ramp 5200 1% 0% 0.106 5200G F2% 1% C G

US 29 I-66-E052A FROMCONNECTOR

US 29-S226B US 29- 226B TO RT 66

96%To:

From:

Fairfax County 0.07 0%

North

29

1296/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 12000 0.093 12000G F G

US 29 Lee Highway NB

I-66 EastTo:

From:

Arlington County 0.12

North

29

Ramp 8500 0.143 9100G F G

US 29 S, Monacan Trail Rd

I-64 EastTo:

From:

Albemarle County

South

29

Ramp 6300 0.146 6300G F G

US 29 I-64-W118B FROM & TO IS 64

US 29-N133B US 29- 133B FROM RT 2To:

From:

Albemarle County

South

29

Ramp 5200 0.097 5200G F G

US 29 Lee Highway

I-66 EastTo:

From:

Prince William County

South

29

Ramp 5200 0% 1% 0.112 5200G F1% 1% C G

US 29 TO RT 66 WEST

I-66-W FROM RT 29 SOUTH

98%To:

From:

Fairfax County 0.26 0%

South

29

Ramp 2100 0% 0% 0.084 2100G F0% 0% C G

US 29 TO RT 66 EAST

US 29- 226B US 29-N226B TO RT 66

99%To:

From:

Fairfax County 0.07 0%

South

29

Lee Highway SB 5300 0% 1% 0.143 6000G F1% 0% F G

US 29; 21st St

US 29; Lynn St at DC Line

97%

To:

From:

Arlington CountyP

0%29

17000 0% 1% 0.097 19000G F1% 0% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.901

Ramp 6000 0.086 6000G F G

1US 29-P TO RT 66 WEST

1US 29-P TO RT 66 WESTTo:

From:

Arlington CountyP

0.1529

46000 0% 1% 0.099 48000G F1% 5% F G

Bus US 29 Wards Rd

SCL Lynchburg

93%

From:To:

From:

Campbell CountyP

460 29 0.03 0%29 0.623

46000 0% 1% 0.099 48000G F1% 5% F G

Candler Mountain Rd

93%

From:To:

City of Lynchburg (Maint: 15)P

460 29 1.38 0%29 0.623

40000 0% 1% 0.095 41000G F1% 5% F G

US 501

93%

From:To:

City of Lynchburg (Maint: 15)P

460 29 0.49 0%29 0.614

35000 0% 1% 0.105 37000G A1% 5% C G

Bus US 501; US 501 Campbell Ave

93%To:

City of Lynchburg (Maint: 15)P

460 29 501 0%29 0.531

West Main St 11000 0% 1% 0.092 11000G F0% 1% F G

US 29 Danville Expwy

Withers Rd

97%

Bus From:

To:

From:

City of Danville 1.05 0%

Bus

29 0.521

West Main St 13000 0% 1% 0.088 14000G F0% 1% F G

Old Greensboro Rd

97%To:

City of Danville 0%29 0.556

1306/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

West Main St 14000 0% 1% 0.092 15000G F0% 1% C G

Old Greensboro Rd

Memorial Dr

97%

Bus From:

To:

From:

City of Danville 0%

Bus

29

SR 293 W Main St

0.555

Memorial Dr 12000 0% 1% 0.090 12000G F0% 1% F G

Bishop St

97%

Bus From:To:

City of Danville 0.73 0%29 0.550

Memorial Dr 16000 0% 1% 0.09 16000G F0% 1% C G

Robertson Bridge

97%

Bus From:To:

City of Danville 0.17 0%29 0.565

Memorial Dr 13000 0% 1% 0.092 14000G F0% 1% F G

Park Ave

97%

Bus From:To:

City of Danville 0.14 0%29 0.595

Memorial Dr 10000 0% 1% 0.092 11000G F0% 1% F G

Primrose Pl

97%

Bus From:

To:

City of Danville 0.71 0%29 0.601

Memorial Dr 9000 0% 1% 0.087 9800G F0% 1% F G

SR 86 Central Blvd

97%

Bus From:

To:

City of Danville 0%29

Memorial Dr

0.684

Central Blvd 29000 0% 1% 0.09 32000G F0% 1% F G

Bus US 58 Riverside Dr

97%

Bus From:

To:

City of Danville 0%29 0.513

Central Blvd 22000 0% 1% 0.085 24000G F0% 0% F G

Piedmont Dr

99%

Bus From:

To:

City of Danville 0.38 0%29 0.556

Central Blvd 26000 0% 1% 0.085 NAG F0% 0% F

Piney Forest Rd

99%

Bus From:

To:

City of Danville 0.59 0%29

Central Blvd

0.809

Piney Forest Rd 27000 0% 1% 0.085 NAG F0% 0% F

Audubon Dr

99%

Bus From:To:

City of Danville 0.52 0%29 0.553

Piney Forest Rd 23000 0% 1% 0.089 24000G F0% 0% F G

Wendell Scott Dr

99%

Bus From:To:

City of Danville 0.60 0%29 0.556

Piney Forest Rd 25000 0% 1% 0.087 26000G F0% 0% C G

Arnette Blvd

99%

Bus From:To:

City of Danville 0.38 0%29 0.555

Piney Forest Rd 25000 0% 1% 0.087 26000G F0% 0% F G

SR 41 Franklin Tpke

99%

Bus From:

To:

City of Danville 0.91 0%29 0.543

Piney Forest Rd 13000 0% 1% 0.092 14000G F0% 0% F G

North Main Street

99%

Bus From:

To:

City of Danville 0.44 0%29

Piney Forest Rd

0.513

North Main St 11000 0% 0% 0.09 12000G F0% 1% C G

NCL Danville

98%

Bus From:

To:

City of Danville 0.13 0%29 0.595

North Main St 10000 1% 1% 0.089 11000G F0% 1% C G

US 29 Danville Expwy

97%To:

Pittsylvania County 4.88 0%29 0.562

1316/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

S Main St 5200 0% 1% 0.098 5100G F1% 1% C G

US 29 South of Chatham

SR-57 S, Halifax Rd

97%

Bus From:To:

From:

Town of Chatham (Maint: 71) 1.36 0%

Bus

29 0.556

S Main St 5200 0% 1% 0.098 5100N F1% 1% N N

SR-57 N, Depot St

97%

Bus From:To:

Town of Chatham (Maint: 71)57 0.19 0%29 0.556

N Main St 3200 0% 1% 0.094 3200G F1% 1% F G

NCL Chatham

97%

Bus From:To:

Town of Chatham (Maint: 71) 0.90 0%29 0.621

2500 0% 1% 0.109 2500G F1% 1% F G

US 29 N of Chatham

97%To:

Pittsylvania County 1.08 0%29 0.590

4100 0% 1% 0.093 4100G F0% 1% F G

US 29 South of Gretna

SCL Gretna

98%

Bus From:

To:

From:

Pittsylvania County 1.64 0%

Bus

29 0.664

4100 0% 1% 0.093 4100N F0% 1% N N

SR 40 Gretna

98%

Bus From:

To:

Town of Gretna (Maint: 71) 0.13 0%29 0.664

4100 0% 1% 0.087 4000G F0% 1% C G

NCL Gretna

98%

Bus From:

To:

Town of Gretna (Maint: 71) 0.88 0%29 0.509

4100 0% 1% 0.087 4000N F0% 1% N N

N US 29 North of Gretna

98%To:

Pittsylvania County 1.47 0%29 0.509

3300 0% 1% 0.087 3300G F0% 0% C G

US 29 South of Hurt

WCL Hurt

99%

Bus From:To:

From:

Pittsylvania County 1.38 0%

Bus

29 0.572

3300 0% 1% 0.087 3300N F0% 0% N N

71-924 Hurt Rd

99%

Bus From:To:

Town of Hurt (Maint: 71) 1.17 0%29 0.572

4000 0% 1% 0.087 3900G F0% 0% F G

Campbell County Line

99%

Bus From:

To:

Town of Hurt (Maint: 71) 0.28 0%29

Pittsylvania County Line

0.571

Main St 4800 0% 1% 0.096 4900G F0% 0% C G

SCL Altavista

98%

Bus From:

To:

Town of Hurt (Maint: 15) 0.03 0%29

NCL Hurt

0.596

Main St 4800 0% 1% 0.096 4900N F0% 0% N N

SR 43; Bedford Ave

98%

Bus From:

To:

Town of Altavista (Maint: 15) 0.29 0%29 0.596

Main St 5600 0% 1% 0.085 5800G F0% 0% F G

Pittsylvania Ave

98%

Bus From:

To:

Town of Altavista (Maint: 15) 0.34 0%29 0.592

Main St 9200 0% 1% 0.083 9100G F0% 0% F G

Amherst Ave

98%To:

Town of Altavista (Maint: 15) 0.30 0%29 0.565

1326/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Main St 9700 0% 1% 0.082 9500G F0% 2% F G

Amherst Ave

Wood Lane

96%

Bus From:To:

From:

Town of Altavista (Maint: 15) 0.49 0%

Bus

29 0.524

Main St 10000 0% 1% 0.088 10000G F0% 2% C G

Lynch Mill Rd

96%

Bus From:To:

Town of Altavista (Maint: 15) 0.64 0%29 0.515

Main St 6300 1% 1% 0.084 6200G F1% 3% C G

NCL Altavista

94%

Bus From:To:

Town of Altavista (Maint: 15) 1.36 0%29 0.544

6300 1% 1% 0.084 6200G F1% 3% C G

US 29, 15-712

94%To:

Campbell County 0.24 0%29 0.544

Wards Rd 24000 0% 1% 0.083 25000G F0% 1% F G

US 460 South of Lynchburg

SCL Lynchburg

97%

Bus From:

To:

From:

Campbell County 0.31 0%

Bus

29 0.558

Wards Rd 38000 0% 1% 0.078 NAG F0% 1% F

US 501 Lynchburg Expressway; SR 163

97%

Bus From:

To:

City of Lynchburg 1.64 0%29

SR 163 Wards Rd

0.513

Lynchburg Expressway 39000 0% 1% 0.093 40000N F0% 1% N N

US 501, SR 128 Candlers Mountain Rd

97%

Bus From:

To:

City of Lynchburg501 0.33 0%29 0.539

Lynchburg Expressway 39000 0% 1% 0.093 40000G F0% 1% F G

Odd Fellows Rd

97%

Bus From:

To:

City of Lynchburg 1.33 0%29 0.539

Lynchburg Expressway 35000 0% 1% 0.093 36000G F0% 1% F G

Kemper Street

97%

Bus From:To:

City of Lynchburg 1.46 0%29 0.506

Lynchburg Expressway 35000 0% 1% 0.091 36000G F0% 1% F G

Main Street

97%

Bus From:To:

City of Lynchburg 1.02 0%29 0.504

Lynchburg Expressway 24000 0% 1% 0.090 24000G F0% 1% F G

Amherst County Line

97%

Bus From:

To:

City of Lynchburg 0.22 0%29

NCL Lynchburg

0.612

24000 0% 1% 0.090 24000G F0% 1% F G

SR 163 North of Lynchburg

97%

Bus From:To:

Amherst County 2.06 0%29 0.612

S Amherst Hwy 25000 0% 1% 0.081 24000G F0% 1% F G

SR 130 Elon Rd

97%

Bus From:

To:

Amherst County 2.20 0%29 0.6

S Amherst Hwy 11000 1% 1% 0.092 11000G F1% 9% F G

05-657 Cedar Gate Rd

89%

Bus From:

To:

Amherst County 2.11 0%29 0.501

S Amherst Hwy 9700 0% 1% 0.086 9300G F0% 1% F G

05-671 Bruner Rd

97%To:

Amherst County 0.89 0%29 0.519

1336/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

S Amherst Hwy 7400 0% 1% 0.086 7100G F0% 1% F G

05-671 Bruner Rd

05-663 Coolwell Rd

97%

Bus From:To:

From:

Amherst County 2.42 0%

Bus

29 0.529

S Amherst Hwy 8700 0% 1% 0.087 8400G F0% 1% F G

US 29 South of Amherst

97%To:

Amherst County 2.64 0%29 0.519

4200 2% 1% 0.118 4500G F0% 1% C G

US 29 South of Amherst

SCL Amherst

96%

Bus From:To:

From:

Amherst County 1.61 0%

Bus

29 0.715

S Main St 4200 2% 1% 0.118 4500N F0% 1% N N

US 60 Lexington Tpke

96%

Bus From:To:

Town of Amherst (Maint: 05) 0.86 0%29 0.715

N Main St 2800 2% 1% 0.103 2900G F0% 1% F G

NCL Amherst

96%

Bus From:

To:

Town of Amherst (Maint: 05) 1.07 0%29 0.600

2800 2% 1% 0.103 2900N F0% 1% N N

US 29 North of Amherst

96%To:

Town of Amherst (Maint: 05) 0.20 0%29 0.600

Front Rd 2800 1% 1% 0.1 2800G F0% 1% C G

US 29 South of Lovingston

SR 56 James River Rd

97%

Bus From:

To:

From:

Nelson County56 0.30 0%

Bus

29 0.588

Front Rd 2500 1% 1% 0.101 2500G F0% 1% F G

US 29 North of Lovingston

97%To:

Nelson County 0.63 0%29 0.563

Fontaine Ave Ext 12000 0% 1% 0.097 13000G F1% 0% C G

US 29

SCL Charlottesville

98%

Bus From:To:

From:

City of Charlottesville (Maint: 02) 0.37 0%

Bus

29 0.562

Fontaine Ave 11000 0% 1% 0.097 12000G F1% 0% C G

Jefferson Park Ave

97%

Bus From:

To:

City of Charlottesville 0.42 0%29

Fontaine Ave

0.53

Jefferson Park Ave 10000 0% 1% 0.077 11000G F1% 0% F G

Emmet St

97%

Bus From:

To:

City of Charlottesville 0.69 0%29

Jefferson Park Ave

0.644

Emmet St 13000 0% 1% 0.079 14000G F1% 0% F G

Ivy Rd

97%

Bus From:To:

City of Charlottesville 0.53 0%29 0.528

Emmet St 20000 0% 1% 0.084 22000G F0% 0% C G

Arlington Blvd

99%

Bus From:

To:

City of Charlottesville 0.55 0%29 0.584

Emmet St 19000 0% 1% 0.077 20000G F0% 0% F G

Barracks Rd

99%

Bus From:

To:

City of Charlottesville 0.45 0%29 0.585

Emmet St 27000 0% 1% 0.089 29000G F0% 0% F G

US 250 Bypass

99%To:

City of Charlottesville 0%29 0.511

1346/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Main St 3300 0% 1% 0.093 3300G F1% 1% C G

US 29 South of Madison

SCL Madison

98%

Bus From:To:

From:

Madison County231 0.33 0%

Bus

29 0.516

Main St 3300 0% 1% 0.093 3300N F1% 1% N N

SR 231, N Blue Ridge Tpke

98%

Bus From:To:

Town of Madison (Maint: 56)231 0.91 0%29 0.516

Main St 2400 0% 1% 0.107 2500G F1% 1% F G

NCL Madison

98%

Bus From:To:

Town of Madison (Maint: 56) 0.05 0%29 0.538

Main St 2400 0% 1% 0.107 2500N F1% 1% N N

US 29 North of Madison

98%To:

Madison County 0.75 0%29 0.538

Madison Rd 13000 0% 1% 0.088 14000F F1% 3% F F

US 29

SCL Culpeper

95%

Bus From:

To:

From:

Culpeper County 0.28 0%

Bus

29 0.584

Madison Rd 16000 0% 2% 0.087 17000F F0% 0% C F

West Street

97%

Bus From:

To:

Town of Culpeper 1.27 0%29 0.501

Madison Rd 12000 1% 1% 0.081 13000F F1% 1% C F

US 522, Bus US 15 Fredericksburg Rd

96%

BusBus From:

To:

Town of Culpeper 0.12 0%29

US 15 BUS

0.504

Main St 11000 0% 1% 0.082 11000F F1% 1% C F

204-3651 Orange Rd

97%

BusBus From:

To:

15 522 0.26 0%29 0.547

Main St 17000 0% 1% 0.080 18000F F1% 1% C F

US 522 EVANS STREET

97%

BusBus From:To:

Town of Culpeper15 522 0.59 0%29 0.522

Main St 15000 0% 0% 0.08 16000F F0% 0% C F

Begin SR 229

100%

BusBus From:To:

Town of Culpeper15 0.20 0%29 0.537

Main St 15000 0% 0% 0.08 16000F F0% 0% C F

SR 229, Madison Hwy

100%

BusBus From:

To:

Town of Culpeper15 229 0.06 0%29

SR 229, Main St

0.537

Madison Highway 19000 1% 1% 0.081 20000F F1% 3% F F

NOTTINGHAM STREET

94%

BusBus From:To:

Town of Culpeper15 0.22 0%29 0.509

Madison Highway 20000 0% 1% 0.082 22000F F0% 1% C F

NCL CULPEPER

97%

BusBus From:

To:

Town of Culpeper15 0.91 0%29 0.511

Madison Highway 11000 0% 2% 0.098 11000A A1% 2% C A

US 15 US 29, 23-762

96%To:

Town of Culpeper (Maint: 23)15 2.03 0%29 0.624

Remington Rd

Bus

1600 0% 1% 0.086 1600G F0% 1% C G

US 15,US 29 South of Remington

Fauquier County Line

98%To:

From:

Culpeper County15 0.56 0%

Bus

29 0.529

1356/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

James Madison St

Bus

1500 0% 1% 0.096 1700G F0% 1% F G

Culpeper County Line

SCL Remington

98%

BusBus From:To:

From:

Fauquier County15 0.16 0%

Bus

29 0.538

James Madsion St 1500 0% 1% 0.096 1700N F0% 1% N N

30-651

98%

BusBus From:To:

Town of Remington (Maint: 30)15 0.21 0%29 0.538

James Madsion St 2300 0% 1% 0.093 2400G F0% 1% F G

NCL Remington

98%

BusBus From:To:

Town of Remington (Maint: 30)15 0.30 0%29 0.649

James Madsion St 2300 0% 1% 0.093 2400N F0% 1% N N

US 15,US 29 North of Remington

98%To:

Fauquier County15 1.48 0%29 0.649

James Madison Hwy

BusBus

9300 0% 1% 0.108 9700A A1% 1% C A

US 15 US 17 US 29

SCL Warrenton

97%

BusBusBus From:

To:

From:

Fauquier County15 17 0.55 0%

Bus

29 0.511

James Madison Hwy 9300 0% 1% 0.108 9700N A1% 1% N N

BUS US 17 Shirley Ave

97%

BusBus From:

To:

Town of Warrenton15 17 0.34 0%29

BUS US 15

0.511

East Shirley Ave 10000 0% 1% 0.084 11000G F1% 0% C G

Culpeper St

97%

BusBus From:

To:

Town of Warrenton17 0.96 0%29 0.521

West Shirley Ave 14000 0% 1% 0.086 15000G F0% 0% C G

US 17, US 211

98%

BusBus From:

To:

Town of Warrenton17 0.80 0%29 0.53

Broadview Ave 27000 0% 1% 0.08 NAG F0% 0% C

Bus US 17 Broadview Ave

98%

Bus From:To:

Town of Warrenton17 211 0.86 0%29 0.584

Lee Highway 22000 0% 1% 0.077 NAG F0% 1% C

Bus US 15 Blackwell Rd

98%

BusBus From:

To:

Town of Warrenton211 0.55 0%29

BUS US 15

0.537

Lee Highway 27000 0% 0% 0.087 29000G F0% 0% F G

NCL Warrenton

99%

BusBus From:To:

15 0.59 0%29 0.526

Lee Highway 27000 0% 0% 0.087 29000G F0% 0% F G

US 15 US 29

99%To:

15 0.27 0%29 0.526

Kings Dominion Boulevard 4900 1% 1% 0.089 4800F F6% 10% C F

US 1 Washington Hwy

I-95

81%

From:

To:

From:

Hanover County 0.61 0%30 0.572

Kings Dominion Boulevard 14000 0% 1% 0.070 14000G F3% 9% F G

42-688 Doswell Road

86%

From:

To:

Hanover County 0.59 0%30 0.517

Kings Dominion Boulevard 6300 0% 1% 0.09 6200F F3% 9% C F

Caroline County Line

86%

From:

To:

Hanover County 1.00 0%30

Hanover County Line

0.658

Dawn Blvd 4900 0% 1% 0.087 4800G F3% 9% F G

US 301, SR 2 Richmond Trnpk

86%To:

Caroline County 3.47 0%30 0.695

1366/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Dawn Blvd 3800 0% 1% 0.090 3800G F4% 16% F G

US 301, SR 2 Richmond Trnpk

King William County Line

79%

From:

To:

From:

Caroline County 3.18 0%30

Caroline County Line

0.75

King William Rd 3100 0% 1% 0.09 3100G F4% 16% C G

50-608 Globe Rd

79%

From:To:

King William County 7.75 0%30 0.647

King William Rd 4100 0% 1% 0.079 4000G F4% 16% F G

US 360 Richmond Tappahannock Hwy

79%

From:To:

King William County 4.37 0%30 0.520

King William Rd 4500 0% 1% 0.092 4500G F2% 11% C G

50-633 Powhatan Trail

86%

From:To:

King William County 8.39 0%30 0.545

King William Rd 3100 0% 1% 0.076 3000G F2% 11% F G

50-632 Mt Olive-Cohoke Rd

86%

From:

To:

King William County 8.34 0%30 0.56

King William Rd 3600 0% 1% 0.079 3500G F2% 11% F G

WCL West Point

86%

From:

To:

King William County 5.62 0%30 0.624

Main St 3600 0% 1% 0.079 3500N F2% 11% N N

SR 33, 14th St

86%

From:

To:

Town of West Point (Maint: 50) 2.19 0%30

SR 33 Main St

0.624

14th St 16000 1% 1% 0.092 16000G F2% 6% C G

New Kent County Line

90%

From:

To:

Town of West Point (Maint: 50)33 0.25 0%30

King William County Line

0.622

Eltham Rd 13000 1% 1% 0.083 13000G F2% 6% F G

SR 33; SR 249 Angelview Church

90%

From:

To:

New Kent County33 4.65 0%30 0.585

New Kent Hwy 4600 1% 2% 0.093 4500F F2% 3% C F

SR 273 Farmers Drive

93%

From:

To:

New Kent County 3.43 0%30 0.642

New Kent Hwy 9400 1% 1% 0.090 9200F F1% 8% F F

James City County Line

89%

From:

To:

New Kent County 0.78 0%30

New Kent County Line

0.658

Old Stage Hwy 11000 1% 2% 0.097 11000G F5% 6% F G

I-64

86%

From:To:

James City County 2.13 0%30 0.703

Barhamsville Rd 8800 1% 1% 0.103 9300G F1% 2% C G

US 60 Richmond Rd

95%

From:To:

James City County 1.71 0%30 0.606

Rochambeau Dr 8200 1% 1% 0.099 8700G F0% 0% C G

47-607 Croaker Rd; 47-755 Rochambeau Dr

97%

From:

To:

James City County 2.95 0%30

47-755 Rochambeau Dr; 47-607

0.63

Croaker Rd 13000 1% 1% 0.099 13000G F0% 0% F G

I-64

97%To:

James City County 0.46 0%30 0.63

Ramp 960 0.094 2800G F G

SR 30 Kings Dominion Boulevard

I-95 NorthTo:

From:

Hanover County 0.2030

Ramp 1300 0.145 1300A A A

SR 30 Old Stage Hwy

I-64 WestTo:

From:

James City County 0.1930

1376/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 1000 0.147 68000G F G

Ramp Merge

I-95 SouthTo:

From:

Hanover County 0.13

East

30

Ramp 3400 0.127 3400G F G

SR 30 E, Barhamsville Rd

I-64 EastTo:

From:

James City County 0.26

East

30

Ramp 3900 0.121 3800G F G

SR 30 E, Croaker Rd

I-64 EastTo:

From:

James City County 0.28

East

30

Ramp 760 0.086 740G F G

SR 30 E, Croaker Rd

I-64 WestTo:

From:

James City County 0.23

East

30

Ramp 1800 0.155 7600G F G

SR 30 Kings Dominion Boulevard

I-95 SouthTo:

From:

Hanover County 0.20

West

30

Ramp 980 0.097 1000G F G

SR 30 W, King William Rd

I-64 EastTo:

From:

James City County 0.26

West

30

Ramp 1300 0.11 1200G F G

SR 30 W, Croaker Rd

I-64 EastTo:

From:

James City County 0.22

West

30

Ramp 580 0.103 570G F G

SR 30 W, Croaker Rd

I-64 WestTo:

From:

James City County

West

30

Main St 3800 1% 1% 0.101 3700F F1% 1% C F

US 460

NCL Wakefield

95%

From:To:

From:

Town of Wakefield (Maint: 91) 0.44 0%31 0.502

3800 1% 1% 0.101 3700N F1% 1% N N

Surry County Line

95%

From:

To:

Sussex County 3.22 0%31

Sussex County Line

0.502

Rolfe Hwy 1600 1% 1% 0.108 1500F F1% 3% C F

WCL Dendron

93%

From:To:

Surry County 1.93 0%31 0.557

Rolfe Hwy 1600 1% 1% 0.108 1500N F1% 3% N N

90-643 James St

93%

From:

To:

Town of Dendron (Maint: 90) 0.70 0%31 0.557

Rolfe Hwy 1600 1% 1% 0.145 1600G F0% 2% C G

NCL Dendron

95%

From:

To:

Town of Dendron (Maint: 90) 0.89 0%31

ECL Dendron

0.555

Rolfe Hwy 1600 1% 1% 0.145 1600N F0% 2% N N

SR 10 S, Colonial Trail

95%

From:

To:

Surry County 7.47 0%31

S SR 10

0.555

Colonial Trail 5100 1% 1% 0.106 5000G F1% 4% F G

SCL Surry

93%To:

Surry County10 0.47 0%31 0.617

1386/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Colonial Trail 5100 1% 1% 0.106 5000N F1% 4% N N

SCL Surry

N SR 10

93%

From:

To:

From:

Town of Surry (Maint: 90)10 0.57 0%31

SR 10 N, Colonial Trail

0.617

Rolfe Hwy 2000 0% 1% 0.113 2000G F0% 1% C G

NCL Surry

98%

From:To:

Town of Surry (Maint: 90) 0.41 0%31 0.614

Rolfe Hwy 2000 0% 1% 0.113 2000N F0% 1% N N

Jamestown Ferry

98%

From:To:

Surry County 4.00 0%31 0.614

Jamestown Rd 6200 1% 1% 0.102 6600G F0% 0% F G

47-681 Sandy Bay Rd

98%

From:To:

James City County 2.10 0%31 0.582

Jamestown Rd 7800 1% 1% 0.095 8300G F0% 0% C G

WCL Williamsburg

98%

From:

To:

James City County 2.30 0%31 0.602

Jamestown Rd 13000 1% 1% 0.087 14000G F0% 0% F G

State Maintenance Boundary

98%

From:

To:

City of Williamsburg 0.04 0%31 0.579

Jamestown Rd 13000 1% 1% 0.087 14000G F0% 0% F G

SR 5; SR 199

98%To:

City of Williamsburg 0.02 0%31 0.579

Carolina Rd 3400 1% 1% 0.094 3600G F1% 5% C G

North Carolina State Line

133-642 Adams Swamp Rd

93%

From:

To:

From:

City of Suffolk 2.89 0%32 0.721

Carolina Rd 3800 1% 1% 0.088 4000G F1% 5% F G

133-675 Cypress Chapel Rd

93%

From:

To:

City of Suffolk 2.07 0%32 0.703

Carolina Rd 3900 0% 1% 0.095 4100G F1% 4% C G

133-759 Babbtown Rd

94%

From:

To:

City of Suffolk 1.40 0%32 0.764

Carolina Rd 4200 0% 1% 0.091 4400G F1% 4% F G

133-647 Copeland Rd

94%

From:To:

City of Suffolk 0.65 0%32 0.783

Carolina Rd 4100 0% 1% 0.092 4400G F1% 4% F G

US 13 South of Suffolk

94%

From:

To:

City of Suffolk 2.45 0%32

Whaleyville Blvd

0.785

Carolina Rd 16000 0% 1% 0.081 15000G F1% 11% F G

61-731 Dill Rd

88%

Bus From:To:

City of Suffolk13 1.64 0%32 0.696

Carolina Rd 11000 0% 1% 0.080 11000G F1% 11% F G

Old SCL Suffolk

88%

Bus From:To:

City of Suffolk13 1.17 0%32 0.566

Carolina Rd 10000 0% 1% 0.084 10000G F1% 11% F G

Bus US 58 Constance Rd

88%

Bus From:

To:

City of Suffolk13 0.54 0%32

Fayette St

0.535

Main St 9400 0% 1% 0.078 9900G F0% 0% C G

SR 337 Washington St

98%

Bus From:

To:

City of Suffolk13 0.34 0%32 0.532

Main St 16000 0% 1% 0.081 17000G F0% 0% F G

Bus US 58, Bus US 460

98%To:

City of Suffolk13 10 0.68 0%32 0.508

1396/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Main St

Bus

26000 0% 1% 0.081 27000G F0% 0% F G

Bus US 58, Bus US 460

Old NCL of Suffolk

98%

Bus From:To:

From:

City of Suffolk460 10 0.09 0%32 0.502

25000 0% 1% 0.104 26000A A0% 0% C A

SR 10 Elephant Fork

99%

From:

To:

City of Suffolk460 10 1.49 0%32

Bus US 460

0.514

Godwin Blvd 17000 0% 1% 0.084 18000G F1% 2% F G

US 58 Suffolk Bypass

95%

From:To:

10 0.54 0%32 0.524

Godwin Blvd 20000 0% 1% 0.095 21000F F1% 2% F F

61-634 Kings Fork Rd

95%

From:To:

City of Suffolk10 1.36 0%32 0.536

Godwin Blvd 10000 0% 1% 0.095 11000G F1% 2% C G

61-603 Everets Rd

95%

From:

To:

City of Suffolk10 4.81 0%32 0.536

Godwin Blvd 12000 0% 1% 0.101 12000G F1% 2% F G

SR 125 Chuckatuck

95%

From:

To:

City of Suffolk10 0.87 0%32 0.61

Godwin Rd 9600 0% 1% 0.103 10000G F1% 2% F G

Isle of Wight County Line

95%

From:

To:

City of Suffolk10 1.31 0%32

NCL Suffolk

0.597

Benns Church Blvd 8300 0% 1% 0.088 8800F F2% 2% C F

US 258 Brewers Neck Blvd

95%

From:

To:

Isle of Wight County10 4.15 0%32

SR 10 Benns Church Blvd

0.504

Brewers Neck Blvd 22000 1% 1% 0.097 23000F F2% 2% C F

US 17 Carrollton Blvd

95%

From:

To:

Isle of Wight County258 2.85 0%32 0.619

Carrolton Blvd 26000 0% 1% 0.124 28000A A1% 1% C A

F-807

97%

From:To:

Isle of Wight County17 258 2.17 0%32 0.663

25000 0% 1% 0.101 27000G F1% 1% F G

SCL Newport News

97%

From:

To:

Isle of Wight County17 258 4.64 0%32

Isle of Wight County Line

0.755

Mercury Blvd 25000 0% 1% 0.101 27000G F1% 1% F G

US 60 Warwick Blvd

97%

From:To:

City of Newport News17 258 0.22 0%32 0.755

Mercury Blvd 31000 0% 1% 0.104 34000G F1% 1% F G

US 258, SR 143 Jefferson Ave

97%To:

City of Newport News17 258 0.56 0%32 0.539

Rawley Pike 1800 1% 1% 0.089 1800G F1% 4% C G

West Virginia State Line

82-840 Bridger Rd

93%

From:To:

From:

Rockingham County 11.66 0%33 0.584

Rawley Pike 2900 1% 1% 0.084 2900G F1% 3% C G

82-613 Whitmore Shop Rd; Clover Hill Rd

95%

From:

To:

Rockingham County 2.80 0%33 0.674

Rawley Pike 6200 1% 1% 0.093 6700G F1% 3% F G

WCL Harrisonburg

95%

From:

To:

Rockingham County 5.70 0%33 0.62

W Market St 7500 1% 1% 0.093 8000G F0% 2% F G

Waterman Dr

96%To:

City of Harrisonburg 1.11 0%33 0.550

1406/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

W Market St 7900 1% 1% 0.089 8500G F0% 2% C G

Waterman Dr

SR 42 S High St

96%

From:To:

From:

City of Harrisonburg 0.61 0%33 0.532

W Market St 4100 1% 1% 0.096 4400G F0% 2% F G

Bus US 33 Par

96%

From:

To:

City of Harrisonburg 0.16 0%33

US 11

Main St NB 4900 0% 1% 0.092 5200N F1% 1% N N

US 11 Main St

96%

From:

To:

City of Harrisonburg11 0.02 0%33

US 11 Main St NB

9000 1% 2% 0.084 9600N F1% 2% N N95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.527

0.760

E Market St 5000 0% 1% 0.094 5400G F1% 1% F G

Mason St

96%

From:To:

City of Harrisonburg 0.11 0%33 0.512

E Market St 10000 0% 1% 0.093 11000G F1% 1% F G

Vine St

96%

From:

To:

City of Harrisonburg 0.87 0%33 0.569

E Market St 16000 0% 1% 0.091 17000G F1% 1% C G

I-81

96%

From:

To:

City of Harrisonburg 0.61 0%33 0.557

E Market St 27000 1% 1% 0.093 28000G F1% 3% F G

University Blvd

95%

From:

To:

City of Harrisonburg 0.70 0%33 0.549

E Market St 23000 0% 1% 0.094 25000G F1% 2% C G

ECL Harrisonburg

96%

From:

To:

City of Harrisonburg 0.96 0%33 0.559

Spotswood Trail 23000 0% 1% 0.094 25000N F1% 2% N N

82-704 Boyers Rd

96%

From:

To:

Rockingham County 0.21 0%33 0.559

Spotswood Trail 22000 1% 1% 0.092 24000G F1% 3% F G

SR 276 Cross Keys Rd

95%

From:To:

Rockingham County 2.08 0%33 0.584

Spotswood Trail 24000 1% 1% 0.101 24000G F1% 3% C G

82-842 Montevideo

95%

From:To:

Rockingham County 2.73 0%33 0.531

Spotswood Trail 20000 1% 1% 0.094 20000G F1% 3% F G

82-649 Stover Dr; Island Ford Rd

95%

From:To:

Rockingham County 2.53 0%33 0.6

Spotswood Trail 19000 1% 1% 0.091 19000G F1% 2% F G

82-602 East Point Rd

96%

From:To:

Rockingham County 1.83 0%33 0.605

Spotswood Trail 12000 1% 1% 0.093 12000G F1% 2% C G

US 33 Bus West of Elkton

96%

From:To:

Rockingham County 3.12 0%33 0.593

Spotswood Trail 9300 1% 1% 0.092 9300G F1% 4% F G

WCL Elkton

93%

From:

To:

Rockingham County 0.89 0%33 0.688

Spotswood Trail 9300 1% 1% 0.092 9300N F1% 4% N N

ECL Elkton

93%

From:

To:

Town of Elkton (Maint: 82) 0.69 0%33 0.688

Spotswood Trail 9300 1% 1% 0.092 9300N F1% 4% N N

US 340

93%To:

Rockingham County 0.04 0%33 0.688

1416/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Spotswood Trail 6300 1% 1% 0.091 6200G F1% 4% C G

US 340

Greene County Line

93%

From:

To:

From:

Rockingham County 6.25 0%33

Rockingham County Line

0.573

Spotswood Trail 4500 1% 1% 0.102 4500G F1% 4% C G

39-638 Turkey Ridge Rd

94%

From:To:

Greene County 4.38 0%33 0.566

Spotswood Trail 5100 1% 1% 0.101 5200G F1% 4% F G

Bus US 33 Spotswood Trail

94%

From:To:

Greene County 3.00 0%33 0.591

Standardsville Bypass 2500 1% 1% 0.098 2400F F1% 5% C F

Bus US 33 Spotswood Trail

92%

From:To:

Greene County 2.09 0%33

Spotswood Trail 4200 0% 1% 0.098 4200F F1% 1% F F

39-609 Fredericksburg Rd

96%

From:

To:

Greene County 0.50 0%33

Spotswood Trail 4300 0% 1% 0.097 4300F F1% 3% F F

39-633 Amicus Rd

95%

From:

To:

Greene County 2.15 0%33

Spotswood Trail 16000 1% 1% 0.085 17000G F1% 1% F G

US 29 Seminole Trail

97%

From:

To:

Greene County 2.09 0%33 0.604

Spotswood Trail 6300 1% 1% 0.082 6300G F2% 3% F G

Orange County Line

93%

From:

To:

Greene County 2.24 0%33

Greene County Line

0.588

Spotswood Trail 6200 1% 1% 0.102 6300G F2% 3% C G

SR 20 W, Constitution Hwy

93%

From:

To:

Orange County 4.51 0%33 0.523

Spotswood Trail 6400 1% 1% 0.1 6400G F1% 4% F G

SR 20 E, Constitution Hwy

94%

From:

To:

Orange County20 0.22 0%33 0.588

Spotswood Trail 5000 1% 1% 0.092 5000G F1% 4% C G

WCL Gordonsville

94%

From:To:

Orange County 5.44 0%33 0.538

Spotswood Trail 5000 1% 1% 0.092 5000N F1% 4% N N

SR 231 Blue Ridge Tpke

94%

From:To:

Town of Gordonsville (Maint: 68) 0.01 0%33 0.538

Spotswood Trail 6100 1% 1% 0.098 6100G F1% 3% C G

US 15 James Madison Hwy

94%

From:

To:

Town of Gordonsville (Maint: 68)231 0.15 0%33

S SR 231

0.566

Martinsburg Ave 8100 1% 1% 0.098 8100G F1% 8% F G

SCL Gordonsville

88%

From:To:

Town of Gordonsville (Maint: 54)15 1.12 0%33 0.542

James Madison Hwy 8700 1% 1% 0.092 9000G F1% 8% F G

US 15 South of Gordonsville

88%

From:

To:

Louisa County15 0.45 0%33

US 15 James Madison Hwy

0.569

South Spotswood Trail 2800 1% 1% 0.09 2700G F1% 2% C G

SR 22 Trevilians

96%

From:

To:

Louisa County 8.28 0%33 0.557

Louisa Rd 5200 1% 1% 0.092 5100G F1% 2% F G

WCL Louisa

96%

From:

To:

Louisa County22 3.84 0%33 0.5

West Main St 6200 1% 1% 0.090 6100G F1% 2% F G

SR 208 Courthouse Rd

96%To:

Louisa County22 1.08 0%33 0.527

1426/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

West Main St 14000 0% 1% 0.082 14000G F0% 1% F G

SR 208 Courthouse Rd

SR 22; SR 208 East of Louisa CH

98%

From:

To:

From:

Louisa County22 208 0.40 0%33

SR 22; SR 208 Main St

0.55

Jefferson Hwy 3800 0% 1% 0.085 3800G F0% 1% C G

ECL Louisa

98%

From:To:

Louisa County 1.16 0%33 0.532

Jefferson Hwy 2700 1% 0% 0.093 2600G F1% 2% C G

US 522 Pendleton Rd

97%

From:To:

Louisa County 5.40 0%33 0.724

Jefferson Hwy 5400 0% 1% 0.094 5300G F0% 1% F G

US 522 Cross County Rd

98%

From:To:

Louisa County522 0.66 0%33 0.547

Jefferson Hwy 2500 1% 1% 0.098 2500G F1% 3% C G

54-655 Bethany Church Rd

94%

From:

To:

Louisa County 9.29 0%33 0.572

Jefferson Hwy 3600 0% 1% 0.097 3500G F0% 1% F G

Hanover County Line

98%

From:

To:

Louisa County 2.63 0%33

Louisa County Line

0.66

Mountain Rd 4600 0% 1% 0.093 4600F F1% 3% F F

42-715 Beaver Dam Rd; Clazemont Rd

95%

From:

To:

Hanover County 4.03 0%33 0.708

Mountain Rd 10000 1% 2% 0.092 9900F F1% 3% C F

SR 54 West Patrick Henry Dr

93%

From:

To:

Hanover County 1.96 0%33 0.655

Mountain Rd 7800 0% 1% 0.101 7700F F1% 1% C F

42-671 Scotchtown Rd

97%

From:

To:

Hanover County 4.22 0%33 0.656

Mountain Rd 9400 0% 2% 0.1 9300F F2% 9% F F

42-670 Farrington Rd

87%

From:

To:

Hanover County 1.72 0%33 0.688

Mountain Rd 9300 0% 1% 0.094 9100F F0% 2% C F

Henrico County Line

97%

From:

To:

Hanover County 5.50 0%33

Hanover County Line

0.659

Staples Mill Rd 17000 0% 1% 0.098 17000G F1% 1% F G

I-295

97%

From:To:

Henrico County 0.38 0%33 0.750

Staples Mill Rd 18000 1% 1% 0.109 19000G F0% 0% F G

SR 157; Springfield Rd; Mountain Rd

98%

From:To:

Henrico County 0.61 0%33 0.520

Staples Mill Rd 13000 1% 1% 0.105 15000G F0% 0% F G

43-7526 Hungary Rd

98%

From:To:

Henrico County 2.18 0%33 0.694

Staples Mill Rd 22000 1% 1% 0.095 25000G F0% 0% F G

Parham Rd

98%

From:

To:

Henrico County 1.05 0%33 0.749

Staples Mill Rd 28000 1% 1% 0.123 31000A A0% 0% C A

Bremner Blvd

98%

From:

To:

Henrico County 1.10 0%33 0.548

Staples Mill Rd 30000 1% 1% 0.094 34000G F0% 0% F G

SR 356 Hilliard Rd; 43-7536 Glenside Dr

98%

From:

To:

Henrico County 0.37 0%33 0.534

Staples Mill Rd 29000 1% 1% 0.094 32000G F0% 0% F G

I-64

98%To:

Henrico County 1.01 0%33 0.51

1436/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Staples Mill Rd 17000 1% 1% 0.092 19000G F0% 0% F G

I-64

WCL Richmond

98%

From:To:

From:

Henrico County 1.32 0%33 0.518

Staples Mill Rd 17000 1% 1% 0.092 19000G F0% 0% F G

US 250 Broad St

98%

From:

To:

City of Richmond 0.03 0%33

US 250; Staples Mill Rd

0.518

Broad St 21000 0% 1% 0.122 26000F B1% 2% F F

Malvern Ave

97%

From:To:

City of Richmond250 0.79 0%33 0.516

Broad St 24000 1% 1% 0.095 28000G F0% 0% C G

Sheppard St

97%

From:To:

City of Richmond250 0.97 0%33 0.534

Broad St 20000 1% 1% 0.087 23000G F0% 0% F G

SR 399 Terminal Place

97%

From:

To:

City of Richmond250 0.38 0%33 0.563

Broad St 17000 1% 1% 0.087 19000G F0% 0% F G

SR 33 P, Harrison St

97%

From:

To:

City of Richmond250 0.94 0%33 0.563

Broad St 25000 1% 1% 0.083 28000G F0% 0% F G

US 250 Broad St

97%

From:To:

City of Richmond250 0.08 0%33

35000 1% 1% NA 39000G 0% 0% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.569

Hancock Rd 1200 1% 1% 0.184 1300G F0% 0% C G

Leigh St

98%

To:

City of Richmond 0.23 0%33

4400 1% 1% 0.076 4700G F1% 1% C G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.973

0.579

Ramp to I-81 S at Exit 247 7000 0.084 7500F F F

US 33 E, E Market St

I-81 SouthTo:

From:

City of Harrisonburg (Maint: 82) 0.21

East

33

Ramp to I-81 N at Exit 247 730 0.142 730G F G

US 33 E, E Market St

I-81 NorthTo:

From:

City of Harrisonburg (Maint: 82) 0.13

East

33

Ramp 1600 0.147 1700G F G

US 33 E, Staples Mill Rd

I-295 WestTo:

From:

Henrico County 0.39

East

33

Ramp 2600 0.147 2800G F G

US 33 E, Staples Mill Rd

I-295 EastTo:

From:

Henrico County 0.20

East

33

Ramp 1300 0.204 1500A A A

US 33 Staples Mill Rd

I-64 WestTo:

From:

Henrico County 0.34

East

33

Ramp 9500 0.094 9500G F G

US 33 E, Staples Mill Rd

I-64 EastTo:

From:

Henrico County 0.17

East

33

Ramp to I-81 S at Exit 247 4200 0.097 4200G F G

US 33 W, E Market St

I-81 STo:

From:

City of Harrisonburg (Maint: 82)

West

33

1446/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 3700 0.108 3900F F F

US 33 W, E Market St

I-81 NorthTo:

From:

City of Harrisonburg (Maint: 82)

West

33

Ramp 3400 0.102 3600G F G

US 33 Staples Mill Rd

I-295 WestTo:

From:

Henrico County

West

33

Ramp 2600 0.111 2800G F G

US 33 W, Staples Mill Rd

I-295 EastTo:

From:

Henrico County 0.33

West

33

Ramp 3000 0.149 3000G F G

US 33 W, Staples Mill Rd

I-64 WestTo:

From:

Henrico County 0.21

West

33

Ramp 8200 0.1 8200G F G

US 33 W, Staples Mill Rd

I-64 EastTo:

From:

Henrico County 0.16

West

33

Main St NB 4900 0% 1% 0.092 5200N F1% 1% N N

US 11

US 33

96%

To:

From:

City of HarrisonburgP

11 0.03 0%33

7500 0% 1% 0.084 8000N F1% 1% N N96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.527

0.760

Old Spotswood Trail 6100 0% 1% 0.090 6100G F0% 0% F G

US 33 Spotswood Trail

WCL Elkton; River Rd

99%

Bus From:

To:

From:

Rockingham County 1.00 0%

Bus

33 0.646

Spottswood Ave 6500 0% 1% 0.089 6500G F0% 0% C G

Spottswood Terr

99%

Bus From:To:

Town of Elkton (Maint: 82) 0.37 0%33 0.617

Spottswood Ave 2500 0% 1% 0.096 2500G F0% 0% F G

Stuart Ave

99%

Bus From:To:

Town of Elkton (Maint: 82) 0.27 0%33 0.509

S Stuart Ave 5400 1% 1% 0.093 5300N F1% 4% N N

US 33

93%To:

340 0%33 0.549

Spotswood Trail 2100 1% 1% 0.128 2100G F0% 1% C G

US 33 Stanardsville Bypass

WCL Stanardsville

96%

Bus From:To:

From:

Greene County 0.75 0%

Bus

33 0.727

Main St 2100 1% 1% 0.128 2100N F0% 1% N N

SR 230 Madison Rd

96%

Bus From:

To:

Town of Stanardsville (Maint: 39) 0.35 0%33 0.727

Main St 4100 1% 1% 0.102 4200G F1% 4% F G

ECL Stanardsville

94%

Bus From:

To:

Town of Stanardsville (Maint: 39) 0.11 0%33 0.545

Spotswood Trail 4100 1% 1% 0.102 4200N F1% 4% N N

US 33 Stanardsville Bypass; 39-623

94%To:

Greene County 1.31 0%33 0.545

1456/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Leigh St 11000 1% 0% 0.092 11000G F0% 0% F G

US 33 Hancock St

US 1 Belvidere St

98%

From:To:

From:

City of Richmond 0.27 0%33 0.511

Leigh St 9300 1% 0% 0.106 10000G F0% 0% C G

Martin Luther King Jr Bridge

98%

From:To:

City of Richmond 1.60 0%33 0.767

Mosby St 9200 2% 0% 0.102 9800G F0% 0% C G

Fairmont Ave

97%

From:

To:

City of Richmond 0.30 0%33

Mosby St

0.558

Fairmont Ave 6200 1% 0% 0.102 6600G F0% 0% C G

25th St

99%

From:To:

City of Richmond 0.43 0%33 0.522

Nine Mile Rd 8400 2% 1% 0.103 9000G F0% 0% C G

ECL Richmond

97%

From:

To:

City of Richmond 0.90 0%33 0.680

Nine Mile Rd 19000 1% 1% 0.084 20000G F0% 0% C G

Laburnum Ave

98%

From:

To:

Henrico County 0%33 0.542

Nine Mile Rd 14000 1% 1% 0.082 15000G F0% 0% F G

Beauregard Ave

98%

From:

To:

Henrico County 0%33 0.546

Nine Mile Rd 10000 1% 1% 0.081 11000G F0% 0% C G

SR 156 Airport Dr

97%

From:

To:

Henrico County 0%33 0.515

Nine Mile Rd 4700 1% 1% 0.091 5000G F0% 0% F G

SR 33 Y

97%

From:

To:

Henrico County 0%33 0.574

Nine Mile Rd 1300 2% 2% 0.097 1400G F0% 1% C G

US 60 Williamsburg Rd

96%

From:

To:

Henrico County 0.15 0%33

2600 2% 1% 0.096 2800G F0% 1% C G96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.517

Williamsburg Rd 10000 1% 1% 0.091 11000G F1% 3% F G

I-295

94%

From:To:

Henrico County60 156 1.40 0%33 0.555

Williamsburg Rd 12000 1% 1% 0.123 12000A A2% 3% C A

SR 156 Elko Rd

94%

From:To:

60 156 2.24 0%33 0.642

Williamsburg Rd 8100 1% 1% 0.095 8500G F2% 3% F G

New Kent County Line

94%

From:

To:

Henrico County60 1.85 0%33

Henrico County Line

0.647

Pocahontas Trail 13000 1% 1% 0.086 13000G F2% 3% F G

US 60 Bottoms Bridge

94%

From:To:

New Kent County60 0.91 0%33 0.599

New Kent Hwy 19000 0% 1% 0.089 18000F F1% 2% C F

I-64

96%

From:

To:

New Kent County 0.22 0%33 0.559

Ramp

SR 33-W016A SR 33- 16A TO I-64From:

To:

New Kent County33 0.08 See VA 33 for directional traffic volume estimates for this segment.33

SR 33-E016A SR 33-W016A TO I-64

Ramp 1600 2% 2% 0.111 910G F5% 16% C G

I-64-E FROM RT 33EAST & RT 249WEST

75%To:

New Kent County33 0.23 0%33

1466/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

SR 33, SR 249

SR 106From:

To:

From:

New Kent County64 5.32 See I-64 for directional traffic volume estimates for this segment.33

US 60 Bottoms Bridge

57000 1% 1% 0.111 52000A A1% 8% C A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.55

SR 155From:

To:

New Kent County64 3.47 See I-64 for directional traffic volume estimates for this segment.33

58000 1% 1% 0.112 52000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.508

SR 33From:

To:

New Kent County64 5.69 See I-64 for directional traffic volume estimates for this segment.33

I-64-E TO RT 33

56000 1% 1% 0.109 50000F A1% 9% F F88% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.506

Ramp

I-64 EAST INTFrom:

To:

New Kent County64 0.49 See I-64 for directional traffic volume estimates for this segment.33

Eltham Rd 9700 1% 1% 0.084 9800G F1% 11% C G

SR 30; SR 249

85%

From:

To:

New Kent County 0%33

SR 249-30 ANGELVIEW CHURCH

0.588

Eltham Rd 13000 1% 1% 0.083 13000G F2% 6% F G

King William County Line

90%

From:

To:

New Kent County30 4.65 0%33 0.585

14th St 16000 1% 1% 0.092 16000G F2% 6% C G

SR 30 Main St

90%

From:

To:

Town of West Point (Maint: 50)30 0.25 0%33 0.622

14th St 15000 1% 1% 0.082 15000G F1% 5% F G

King & Queen County Line

92%

From:

To:

Town of West Point (Maint: 50) 0.48 0%33

King William County Line

0.632

Lewis Puller Mem Hwy 13000 1% 1% 0.090 13000G F1% 5% C G

49-678 Centerville Road

92%

From:

To:

King & Queen County 0%33

49-678 Centerville Rd W

0.660

Lewis Puller Mem Hwy 12000 1% 1% 0.093 12000G F1% 5% F G

SR 14 Buena Vista Rd, Shacklefords Fork

92%

From:

To:

King & Queen County 0%33

SR 14 Shackelfords

0.643

Lewis Puller Mem. Hwy 11000 1% 1% 0.094 11000G F1% 5% C G

SR 14 Shackelfords Fork

92%

From:

To:

King & Queen County14 1.66 0%33

SR 14 Buena Vista Rd, Shacklefords Fork

0.643

Lewis Puller Mem Hwy 6400 1% 1% 0.09 6300G F1% 5% F G

Gloucester County Line

92%

From:

To:

King & Queen County 2.61 0%33

King & Queen County Line

0.649

Lewis Puller Mem Hwy 7000 1% 1% 0.091 6900G F1% 5% F G

US 17 George Washington Mem Hwy, Glenns

92%

From:

To:

Gloucester County 2.92 0%33

Lewis Puller Mem Hwy

0.651

George Washington Mem Hwy 9900 0% 1% 0.089 11000G F0% 1% F G

Middlesex County Line

97%

From:

To:

Gloucester County17 1.55 0%33

Gloucester County Line

0.504

Tidewater Trail 9600 0% 1% 0.086 10000G F0% 1% F G

US 17 South of Saluda

97%To:

Middlesex County17 0.81 0%33 0.549

1476/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Gloucester Rd

Bus

6100 1% 1% 0.09 5900G F1% 3% C G

US 17 South of Saluda

Bus US 17 Saluda

94%

From:

To:

From:

17 0.80 0%33

Bus US 17 Gloucester Rd, Saluda

0.519

General Puller Hwy 7900 1% 1% 0.088 7800G F1% 3% C G

SR 227 Urbanna Rd

94%

From:To:

Middlesex County 1.78 0%33 0.565

General Puller Hwy 8000 1% 1% 0.094 7800G F1% 3% F G

59-619 Healys Rd

94%

From:To:

Middlesex County 2.93 0%33 0.581

General Puller Hwy 8200 1% 1% 0.093 8000G F1% 3% F G

SR 3 Greys Point Rd

94%

From:

To:

Middlesex County 2.18 0%33

SR 3 Harmony Village

0.557

General Puller Hwy 5500 1% 1% 0.093 5400G F1% 1% C G

SR 3 Near Hartfield

95%

From:

To:

Middlesex County3 3.45 0%33

SR 3 Greys Point Rd

0.604

General Puller Hwy 3800 1% 1% 0.093 3800G F1% 1% F G

59-628 Mill Creek Rd

97%

From:

To:

Middlesex County 2.15 0%33 0.571

General Puller Hwy 4200 1% 1% 0.097 4100G F1% 1% C G

59-636 Timberneck Rd

97%

From:

To:

Middlesex County 4.26 0%33 0.562

General Puller Hwy 640 0% 1% 0.11 630G F1% 1% C G

Stingray Point

97%To:

Middlesex County 2.00 0%33 0.523

Ramp 1800 0.105 1900G F G

SR 33 Nine Mile Rd

I-64 EastTo:

From:

Henrico County 0.2533

Ramp 1600 2% 2% 0.111 910G F5% 16% C G

Ramp fr Rt 33 E & Ramp fr Rt 249 W join

I-64 East

75%To:

From:

New Kent County 0.23 0%33

Ramp 1300 0.087 1400G F G

SR 33 E, Nine Mile Rd

I-64 WestTo:

From:

Henrico County 0.12

East

33

Ramp 1400 0.085 1400G F G

SR 33; 2SR 33-P I-64-E205B

SR 33-W016A SR 33- 16A TO I-64To:

From:

New Kent County 0.08

East

33

Ramp 2800 0% 2% 0.181 1300G F0% 1% C G

SR 33 New Kent Hwy

I-64 West

96%To:

From:

New Kent County 0.19 0%

East

33

Ramp 7600 0.083 8100G F G

SR 33 W, Nine Mile Rd

I-64 WestTo:

From:

Henrico County 0.23

West

33

Ramp 420 0.121 420G F G

2SR 33-P I-64-E205A FROM & TO RT

SR 33-E016A SR 33- 16A TO I-64To:

From:

New Kent County 0.05

West

33

1486/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 870 0.112 1800G F G

SR 33 W, Eltham Rd

I-64 EastTo:

From:

New Kent County 0.54

West

33

Ramp 4000 0.121 67000G F G

SR 33 W, Eltham Rd

I-64 WestTo:

From:

New Kent County 0.23

West

33

Harrison St 3200 1% 1% 0.081 3400G F1% 1% C G

Broad St

Leigh St

96%

From:

To:

From:

City of RichmondP

0.24 0%33

Harrison St

4400 1% 1% 0.076 4700G F1% 1% C G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.734

0.579

Leigh St 10000 1% 1% 0.089 11000G F1% 1% F G

Hancock St

96%

To:

City of RichmondP

0.07 0%33

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.527

1300 2% 1% 0.109 1400G F0% 1% C G

SR 33

US 60 Williamsburg Rd

96%

To:

From:

Henrico County 0.13 0%

Wye

33

2600 2% 1% 0.096 2800G F0% 1% C G96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.517

Hodges St 1700 1% 1% 0.108 1800G F0% 0% C G

North Main St

US 360 John Randolph Blvd

98%To:

From:

Town of South Boston 0.54 0%34 0.505

Meherrin Rd 1500 0% 1% 0.099 1500G F2% 14% C G

North Carolina State Line

SCL Boykins

83%

From:To:

From:

Southampton County 1.40 0%35 0.53

Meherrin Rd 1500 0% 1% 0.099 1500N F2% 14% N N

SR 186 Pittman Rd

83%

From:To:

Town of Boykins (Maint: 87) 1.24 0%35 0.53

Meherrin Rd 3900 1% 1% 0.098 3800G F1% 11% C G

NCL Boykins

86%

From:To:

Town of Boykins (Maint: 87) 0.49 0%35 0.574

Meherrin Rd 1600 1% 1% 0.108 1500G F2% 12% C G

87-693 Garris Mill Rd

84%

From:To:

Southampton County 4.93 0%35 0.6

Meherrin Rd 1600 1% 1% 0.124 1600G F1% 10% C G

US 58 Southhampton Pkwy; Bus US 58

86%

Bus From:

To:

Southampton County 5.15 0%35

US 58 West of Courtland

0.687

Meherrin Rd 3500 1% 1% 0.131 3500G F1% 5% C G

CL Courtland

91%

Bus From:

To:

58 2.03 0%35 0.509

Meherrin Rd 3500 1% 1% 0.131 3500N F1% 5% N N

BUS US 58

91%

From:

To:

Town of Courtland (Maint: 87)58 0.14 0%35

Bus US 58; Meherrin Rd

0.509

Main St 5500 1% 1% 0.086 5300G F2% 20% F G

NCL Courtland

76%To:

Town of Courtland (Maint: 87) 0.59 0%35 0.500

1496/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Main St 5500 1% 1% 0.086 5300N F2% 20% N N

NCL Courtland

87-616 Ivor Rd

76%

From:To:

From:

Southampton County 0.10 0%35 0.500

Main St 3100 1% 1% 0.093 3000G F2% 18% C G

87-628 Wakefield Rd

78%

From:To:

Southampton County 2.75 0%35 0.514

Plank Rd 2600 1% 1% 0.09 2600G F2% 20% C G

87-653 Cary's Bridge Rd

76%

From:To:

Southampton County 3.43 0%35 0.604

Plank Rd 2500 1% 1% 0.091 2500G F2% 21% C G

Sussex County Line

75%

From:

To:

Southampton County 3.94 0%35

Southampton County Line

0.521

Jeruselem Plank Rd 2500 1% 1% 0.088 2500F F0% 2% C F

SR 40 Sussex Dr

96%

From:

To:

Sussex County 7.48 0%35 0.604

Jeruselem Plank Rd 2100 0% 1% 0.090 2000F F0% 1% C F

91-626 Neblett Mill Rd

98%

From:

To:

Sussex County 5.81 0%35 0.525

Jeruselem Plank Rd 2700 0% 1% 0.089 2600F F2% 43% C F

Prince George County Line

54%

From:

To:

Sussex County 4.46 0%35

Sussex County Line

0.513

Courtland Rd 3200 0% 1% 0.087 3200F F1% 8% F F

I-95; SR 156 Prince George Dr

90%

From:

To:

Prince George County 4.05 0%35 0.534

Courtland Rd 1200 0% 1% 0.099 1200F F1% 14% C F

74-605 Spain Dr

84%To:

Prince George County301 0.72 0%35 0.607

Ramp 2600 0.117 2600G F G

SR 35 Courtland Rd

I-95 NorthTo:

From:

Prince George County 0.1535

Ramp 320 0.105 320G F G

SR 35 Courtland Rd

I-95 SouthTo:

From:

Prince George County 0.2935

River Rd 2900 1% 1% 0.106 3000G F0% 0% C G

20-669 Church Rd

20-601 Little Rd

97%

From:To:

From:

Chesterfield County 0.87 0%36 0.660

River Rd 3300 1% 1% 0.100 3500G F0% 0% F G

20-600 E, Pickett Ave

97%

From:To:

Chesterfield County 1.13 0%36 0.657

River Rd 5300 0% 1% 0.105 5700G F0% 0% F G

20-1121 Granger Rd

99%

From:

To:

Chesterfield County 3.05 0%36 0.649

Chesterfield Ave 4300 0% 1% 0.096 4600G F0% 0% C G

WCL Petersburg

99%

From:

To:

Chesterfield County 0.81 0%36 0.541

Fleet St 5300 0% 1% 0.102 5700F F1% 2% F F

Grove Ave

97%

From:

To:

City of Petersburg 0.13 0%36

Fleet St

0.537

Grove Ave 2000 0% 1% 0.102 2100F F1% 1% C F

US 1 Par, Market St

97%To:

City of Petersburg 0.53 0%36 0.555

1506/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Market St 2200 0% 1% 0.096 2300F F0% 0% C F

US 1

US 1 Par; BUS US 460 Par, Washington St

99%

From:

To:

From:

City of Petersburg1P

0.38 0%36

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.514

Market St 2600 0% 1% 0.091 2800F F1% 17% F F

US 1, Bus US 460 Wythe St

81%

Bus From:To:

City of Petersburg 0.11 0%36 0.602

Wythe St 8500 0% 1% 0.09 9000G F1% 1% F G

ALT US 301 Sycamore St

97%

BusALT From:To:

City of Petersburg1 460 0.20 0%36

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

Wythe St 12000 0% 1% 0.086 13000G F1% 1% F G

Bus US 460

97%

Bus From:To:

City of Petersburg1 301 460 0.20 0%36

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

Wythe St 16000 0% 1% 0.083 17000F F1% 0% F F

I-85, I-95

98%

Bus From:To:

City of Petersburg460 0.20 0%36

29000 1% 1% 0.081 31000G F1% 1% F G96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.505

Wythe St 12000 0% 1% 0.079 13000F F1% 1% C F

South Crater Rd

97%

From:

To:

City of Petersburg460 0%36

US 301, Bus US 460 Crater Rd

23000 1% 1% 0.088 24000G F1% 2% C G96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.641

Wythe St 10000 0% 1% 0.08 11000F F1% 0% C F

SR 36 Par, Washington St; Amelia St

98%

From:

To:

City of Petersburg 0.43 0%36

SR 36 Par; Wythe St; Amelia St

20000 0% 1% 0.088 21000F F0% 0% F F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.613

Washington St 21000 1% 1% 0.086 22000F F1% 15% F F

Puddledock Rd

82%

From:To:

City of Petersburg 0.87 0%36

Washington St 14000 0% 1% 0.085 15000F F1% 2% F F

Prince George County Line

97%

From:

To:

City of Petersburg 0.58 0%36

ECL Petersburg

Oaklawn Blvd 13000 0% 1% 0.088 14000F F1% 2% F F

Hill Dr; Ft Lee Main Gate

97%

From:To:

Prince George County 0.76 0%36

Oaklawn Blvd 14000 0% 1% 0.111 14000A A1% 2% C A

SR 144

97%

From:To:

Prince George County 1.25 0%36 0.569

Oaklawn Blvd 30000 0% 1% 0.085 33000N F1% 2% N N

WCL Hopewell

97%

From:

To:

Prince George County 0.20 0%36 0.586

Oaklawn Blvd 30000 0% 1% 0.085 33000G F1% 2% F G

74-630 Jefferson Park Rd

97%

From:

To:

Prince George County (Maint: 116) 0.52 0%36 0.586

Oaklawn Blvd 29000 0% 1% 0.087 31000G F1% 2% F G

I-295

97%To:

City of Hopewell 0.22 0%36 0.559

1516/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Oaklawn Blvd 24000 0% 1% 0.083 26000G F1% 2% F G

I-295

SR 36 Par

97%

From:To:

From:

City of Hopewell 0.43 0%36 0.553

Oaklawn Blvd 12000 0% 1% 0.082 12000F F1% 2% F F

SR 36 Par, Woodlawn St; Kenwood Ave

97%

From:

To:

City of Hopewell 0.43 0%36

22000 0% 1% 0.083 23000F F0% 2% F F97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.500

Winston Churchill Dr 17000 0% 1% 0.082 18000G F1% 2% F G

Miles Ave

97%

From:To:

City of Hopewell 0.60 0%36 0.506

Winston Churchill Dr 14000 0% 1% 0.078 14000F F1% 2% F F

SR 156 High Ave

97%

From:To:

City of Hopewell 0.39 0%36 0.526

Winston Churchill Dr 13000 0% 1% 0.081 14000F F1% 2% F F

SR 156; Arlington Rd

97%

From:

To:

City of Hopewell156 0.25 0%36

SR 156 Winston Churchill Dr

0.62

Arlington Rd 2000 0% 1% 0.099 2100F F0% 0% C F

15th Ave

99%

From:

To:

City of Hopewell 0.12 0%36

Arlington Rd

0.509

15th Avenue 4300 0% 1% 0.092 4500F F0% 0% C F

City Point Rd

99%

From:

To:

City of Hopewell 0.77 0%36 0.537

15th Avenue 1900 0% 1% 0.097 2000F F0% 0% C F

Broadway Ave

98%

From:

To:

City of Hopewell 0.22 0%36

15th Ave

0.568

Broadway Ave 5500 0% 1% 0.088 5800F F0% 0% F F

6th Ave

99%

From:

To:

City of Hopewell 0.44 0%36

Broadway Ave

0.667

6th Avenue 9800 0% 1% 0.088 10000F F0% 0% F F

SR 10 Randolph Rd

99%To:

City of Hopewell 0.31 0%36 0.555

Ramp 790 0.129 790G F G

SR 36 E, Oaklawn Blvd

I-295 EastTo:

From:

City of Hopewell (Maint: 74) 0.24

East

36

Ramp 4900 0.141 4900G F G

SR 36 E, Oaklawn Blvd

I-295 WestTo:

From:

City of Hopewell (Maint: 74) 0.22

East

36

Ramp 1400 0.100 1400G F G

SR 36 W, Oaklawn Blvd

I-295 EastTo:

From:

City of Hopewell (Maint: 74)

West

36

Ramp 2300 0.137 2300G F G

SR 36 W, Oaklawn Blvd

I-295 WestTo:

From:

City of Hopewell (Maint: 74) 0.34

West

36

Old St 1700 1% 1% 0.099 1800F F1% 1% C F

SR 36; Market St

Sycamore St

97%

To:

From:

City of PetersburgP

1P

0.13 0%36

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.58

1526/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Sycamore St 2400 0% 1% 0.101 2500F F0% 0% C F

Old St

Bollingbrook St

99%

From:

To:

From:

City of PetersburgP

1P

0.04 0%36

Sycamore St

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.668

Bollingbrook St 2500 0% 1% 0.096 2700F F0% 0% F F

US 1, US 301 2nd St

99%

ALT From:

To:

City of PetersburgP

1P

0.10 0%36

US 1 Par, 2nd St

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.676

Bollingbrook St 3700 0% 1% 0.117 3900G F1% 0% F G

US 1, ALT US 301 3rd St

98%

From:

To:

City of PetersburgP

301 1 301 0.08 0%36

3rd St

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.722

Bollingbrook St 3400 0% 1% 0.101 3500F F0% 0% F F

5th St

99%

From:To:

City of PetersburgP

301 0.15 0%36

7100 0% 1% 0.091 7500F F0% 0% F F99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.636

0.659

Bollingbrook St 2800 0% 1% 0.096 3000F F0% 0% F F

Crater Rd

99%

From:

To:

City of PetersburgP

301 0.23 0%36

Bollingbrook St

6900 0% 1% 0.09 7300F F0% 0% F F99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.602

0.609

Crater Rd 2300 0% 1% 0.096 2500F F1% 0% C F

US 301 Par, Bank St

98%

From:

To:

City of PetersburgP

301 0.14 0%36

6900 0% 1% NA 7400G 0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.629

Crater Rd 3700 0% 1% 0.093 3900F F0% 0% C F

US 301, BUS US 460 Crater Rd

99%

From:

To:

City of PetersburgP

301 0.18 0%36

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.592

Washington St 10000 0% 1% 0.09 11000F F1% 1% F F

Burch St

97%

From:

To:

City of PetersburgP

0.18 0%36

20000 0% 1% NA 21000F 1% 0% F F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

Washington St 9700 0% 1% 0.09 10000F F0% 0% F F

SR 36 Wythe St; Amelia St

99%

To:

City of PetersburgP

0%36

20000 0% 1% 0.088 21000F F0% 0% F F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.613

Woodlawn St 10000 0% 1% 0.085 11000F F0% 2% C F

SR 36 Oaklawn Blvd

Surry Ave

97%

From:To:

From:

City of HopewellP

0%36

22000 0% 1% 0.083 23000F F0% 2% F F97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

Woodlawn St 11000 0% 1% 0.084 11000F F0% 2% F F

SR 36 Oaklawn Blvd; Kenwood Ave

97%

To:

City of HopewellP

0%36

22000 0% 1% NA 23000F 0% 2% F F97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

Winchester Bypass 18000 0% 1% 0.096 20000G F1% 4% F G

I-81 South of Winchester

34-622 Cedar Creek Grade

94%To:

From:

Frederick County 2.95 0%37 0.586

1536/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Winchester Bypass 28000 0% 1% 0.12 30000F B1% 1% F F

34-622 Cedar Creek Grade

US 50 West of Winchester

96%

From:To:

From:

Frederick County 2.32 0%37 0.526

Winchester Bypass 28000 0% 1% 0.090 31000G F1% 4% F G

US 522 NW of Winchester

94%

From:To:

Frederick County 1.67 0%37 0.520

Winchester Bypass 24000 0% 1% 0.092 26000G F1% 4% F G

US 11 North of Winchester

94%To:

Frederick County 2.16 0%37 0.526

Ramp to I-81 N at Exit 310 3600 0% 1% 0.090 3900G F1% 4% F G

SR 37 Winchester Bypass

I-81 North

94%To:

From:

Frederick County 0%37

Ramp to I-81 S at Exit 310 6400 0% 1% 0.104 7000G F1% 4% F G

SR 37 Winchester Bypass

I-81 South

94%To:

From:

Frederick County 0%37

Ramp toward I-81 S at Exit 310 190 0% 1% 0.132 200G F1% 4% F G

SR 37 N

Ramp SR 37 B

94%To:

From:

Frederick County 0%

North

37

Ramp toward I-81 S at Exit 310 6600 0% 1% 0.104 7200G F1% 4% F G

SR 37 S

Ramp SR 37 B

94%To:

From:

Frederick County 0%

South

37

Virginia Ave 1900 0% 1% 0.095 1900N F1% 0% N N

Bus US 360 Goodes Bridge Rd

04-1007 Court St

98%

From:

To:

From:

Amelia County 0.02 0%38

04-1009 Virginia St

0.524

Court St 1900 0% 1% 0.095 1900N F1% 0% N N

04-1007; Washington St

98%

From:

To:

Amelia County 0.04 0%38

04-1007 Court St

0.524

Washington St 1900 0% 1% 0.095 1900N F1% 0% N N

04-1003 Church St; 04-1006

98%

From:

To:

Amelia County 0.09 0%38

04-1006 Washington St; 04-1003

0.524

Church St 1900 0% 1% 0.095 1900N F1% 0% N N

04-1003; Five Forks Rd

98%

From:

To:

Amelia County 0.05 0%38

04-1003 Church St

0.524

Five Forks Rd 1900 0% 1% 0.095 1900G F1% 0% C G

04-614 Otterburn Rd; Dennisville Rd

98%

From:

To:

Amelia County 0.95 0%38

04-614 Dennisville Rd; Otterburn Rd

0.524

Five Forks Rd 1100 1% 1% 0.104 1000G F1% 1% C G

SR 153 Military Rd

97%To:

Amelia County 5.88 0%38 0.551

Mountain Valley Rd 300 1% 0% 0.093 290G F0% 5% C G

West Virginia State Line

08-600 Big Back Creek Rd

93%

From:

To:

From:

Bath County 4.59 0%39 0.559

Mountain Valley Rd 440 1% 1% 0.114 440G F1% 6% C G

08-687 Jackson River Turnpike

91%To:

Bath County 9.94 0%39 0.547

1546/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Mountain Valley Rd 1100 0% 1% 0.09 1000G F1% 6% C G

08-687 Jackson River Turnpike

US 220 Warm Springs

92%

From:To:

From:

Bath County 2.97 0%39 0.505

Sam Snead Hwy 2100 0% 1% 0.094 2100G F1% 4% C G

US 220 North of Warm Springs

94%

From:To:

Bath County220 0.19 0%39 0.520

Mountain Valley Rd 1500 0% 1% 0.090 1500G F1% 3% C G

08-630 Stage Coach Drive

94%

From:To:

Bath County 4.38 0%39 0.654

Mountain Valley Rd 1600 0% 1% 0.085 1600G F1% 3% C G

SR 42 Millboro Springs

94%

From:To:

Bath County 8.67 0%39 0.599

Mountain Valley Rd 1600 0% 2% 0.089 1600G F1% 5% C G

Rockbridge County Line

91%

From:

To:

Bath County42 5.73 0%39

Bath County Line

0.519

Maury River Rd 1600 1% 1% 0.099 1600G F1% 3% C G

SR 42 Goshen

94%

From:

To:

Town of Goshen (Maint: 81)42 2.47 0%39 0.635

Maury River Rd 1500 0% 2% 0.095 1400G F1% 4% C G

81-780 South of Goshen

93%

From:

To:

Town of Goshen (Maint: 81) 1.34 0%39

81-780 South of Goshen; Brattons Run

0.579

Maury River Rd 580 1% 1% 0.097 580G F2% 5% C G

SCL Goshen

90%

From:

To:

Town of Goshen (Maint: 81) 0.07 0%39 0.632

Maury River Rd 580 1% 1% 0.097 580N F2% 5% N N

81-602 E, Walkers Creek Rd

90%

From:

To:

Rockbridge County 8.62 0%39 0.632

Maury River Rd 1100 1% 2% 0.099 1100G F2% 2% C G

SR 252 Brownsburg Turnpike

94%

From:

To:

Rockbridge County 2.34 0%39 0.512

Maury River Rd 1200 1% 1% 0.092 1200G F3% 1% C G

US 11 North of Lexington

94%To:

Rockbridge County 7.55 0%39 0.585

Main St 910 1% 2% 0.100 900G F2% 5% C G

SR 42 Goshen

SR 39 Maury River Rd

91%To:

From:

Town of Goshen (Maint: 81) 0.35 0%

ALT

39 0.563

Charity Hwy 500 1% 4% 0.122 490F F3% 5% C F

SR 8 Woolwine Hwy

70-708 Lee Elgin Rd

87%

From:To:

From:

Patrick County 3.06 0%40 0.546

Charity Hwy 250 2% 6% 0.12 250F F0% 7% C F

70-622 Deer Run Road

85%

From:

To:

Patrick County 3.17 0%40 0.633

Charity Hwy 140 0% 0% 0.112 140F F0% 3% C F

Franklin County Line

97%

From:

To:

Patrick County 3.62 0%40

Patrick County Line

0.625

Franklin St 300 1% 1% 0.119 310F F1% 2% C F

33-785 Johnnys Ridge Rd

96%

From:

To:

Franklin County 2.83 0%40 0.622

Franklin St 350 1% 1% 0.118 350F F0% 2% C F

33-622 Saint Johns Lp

96%To:

Franklin County 0.75 0%40 0.683

1556/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Franklin St 600 1% 1% 0.1 610F F0% 1% C F

33-622 St. Johns Ln

33-605 Henry Rd

97%

From:To:

From:

Franklin County 4.76 0%40 0.607

Franklin St 1700 0% 1% 0.097 1700F F1% 2% C F

33-602 Ferrum Mtn Rd

96%

From:To:

Franklin County 4.06 0%40 0.721

Franklin St 4100 0% 1% 0.090 4100F F1% 2% F F

WCL Rocky Mount

96%

From:To:

Franklin County 8.79 0%40 0.554

Franklin St 8200 1% 1% 0.093 8700G F1% 1% C G

Floyd Ave

97%

From:To:

Town of Rocky Mount 0.80 0%40 0.55

Franklin St 7700 1% 1% 0.091 8100G F1% 1% F G

Diamond Ave

97%

From:

To:

Town of Rocky Mount 0.36 0%40 0.573

Franklin St 9700 1% 1% 0.088 10000G F1% 1% F G

North Main Street

96%

Bus From:

To:

Town of Rocky Mount 0.18 0%40

North Main St

0.574

N Main St 8500 1% 1% 0.097 9000N F1% 1% N N

South Main St

97%

From:

To:

Town of Rocky Mount220 0.03 0%40

South Main Street

0.565

Pell Ave 7100 1% 1% 0.085 7400G F1% 1% C G

Tanyard Rd

96%

From:

To:

Town of Rocky Mount 0.75 0%40 0.519

Pell Ave 16000 1% 1% 0.090 17000G F1% 1% F G

Old ECL Rocky Mount

96%

From:

To:

Town of Rocky Mount 0.30 0%40 0.577

Franklin St 16000 1% 1% 0.090 17000N F1% 1% N N

US 220

96%

From:

To:

Town of Rocky Mount 0.17 0%40

US 220 Virgil H Goode Hwy

0.577

Franklin St 13000 1% 1% 0.086 14000G F1% 4% F G

SR 122 Baldknob; Booker T Washington Hwy

93%

From:

To:

Town of Rocky Mount 0.85 0%40

SR 122 Baldknob

0.56

Franklin St 9300 1% 1% 0.091 9400N F1% 4% N N

ECL Rocky Mount

93%

From:To:

Town of Rocky Mount 0.17 0%40 0.578

Franklin St 9300 1% 1% 0.091 9400F F1% 4% F F

33-655 Websters Rd

93%

From:To:

Franklin County 2.56 0%40 0.578

Franklin St 5900 1% 1% 0.094 5800F F1% 4% C F

33-718 Colonial Tk

93%

From:

To:

Franklin County 3.88 0%40

33-718 Colonial Tpke

0.533

Franklin St 5600 1% 1% 0.086 5600F F1% 4% F F

33-945 Kemp Ford Rd

93%

From:

To:

Franklin County 4.48 0%40 0.553

Franklin St 4000 1% 2% 0.085 4000F F2% 9% F F

33-890 Snow Creek Rd

86%

From:

To:

Franklin County 4.01 0%40 0.511

Franklin St 2300 1% 2% 0.088 2400G F2% 9% C G

Pittsylvania County Line

86%To:

Franklin County 0.63 0%40 0.567

1566/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

W Gretna Rd 2800 2% 4% 0.078 2700G F2% 7% F G

Franklin County Line

71-799 Climax Rd

85%

From:To:

From:

Pittsylvania County 8.52 0%40 0.525

W Gretna Rd 3000 2% 4% 0.086 2900G F2% 7% C G

US 29

85%

From:To:

Pittsylvania County 5.01 0%40 0.597

5500 2% 4% 0.087 5400G F2% 7% F G

WCL Gretna

85%

From:To:

Pittsylvania County 0.14 0%40 0.630

Valden Dr 5500 2% 4% 0.087 5400N F2% 7% N N

Bus US 29 Main St

85%

From:To:

Town of Gretna (Maint: 71) 0.98 0%40 0.630

E Gretna Rd 2800 2% 4% 0.086 2800G F2% 7% F G

ECL Gretna

85%

From:

To:

Town of Gretna (Maint: 71) 0.43 0%40 0.557

E Gretna Rd 2800 2% 4% 0.086 2800N F2% 7% N N

71-686 Zion Rd

85%

From:

To:

Pittsylvania County 1.44 0%40 0.557

E Gretna Rd 1400 1% 2% 0.095 1400G F2% 7% C G

71-640 Renan Rd; Riceville Rd

88%

From:

To:

Pittsylvania County 8.11 0%40 0.552

E Gretna Rd 810 1% 3% 0.087 800G F1% 9% C G

Halifax County Line

86%

From:

To:

Pittsylvania County 5.14 0%40

Pittsylvania County Line

0.517

Stage Coach Rd 1000 0% 3% 0.083 1000F F1% 5% C F

41-638 Bull Creek Rd

91%

From:

To:

Halifax County 4.16 0%40 0.593

Stage Coach Rd 1100 0% 2% 0.097 1100F F1% 5% C F

US 501 North of Halifax

91%

From:

To:

Halifax County 5.96 0%40

US 501 Halifax

0.581

L P Bailey Memorial Hwy 5300 0% 2% 0.083 5200F F1% 8% C F

Campbell County Line

88%

From:

To:

Halifax County501 0.97 0%40

Halifax County Line

0.545

Lusardi Dr 5100 0% 2% 0.084 5000G F1% 8% F G

SCL Brookneal

88%

From:To:

Campbell County501 0.09 0%40 0.510

Lusardi Dr 5100 0% 2% 0.084 5000N F1% 8% N N

US 501

88%

From:

To:

Town of Brookneal (Maint: 15)501 0.76 0%40

US 501 Lynchburg Ave; Lusardi Dr

0.510

Wickliffe Ave 2300 1% 2% 0.090 2200G F2% 7% C G

ECL Brookneal

89%

From:To:

Town of Brookneal (Maint: 15) 0.87 0%40 0.587

Wickliffe Ave 2300 1% 2% 0.090 2200N F2% 7% N N

15-605 Swinging Bridge Rd

89%

From:

To:

Campbell County 1.97 0%40 0.587

Wickliffe Ave 1600 1% 2% 0.100 1600G F1% 10% C G

Charlotte County Line

86%

From:

To:

Campbell County 2.15 0%40

Campbell County Line

0.563

Patrick Henry Hwy 1200 1% 2% 0.098 1100G F1% 16% C G

WCL Phenix

80%To:

Charlotte County 6.74 0%40 0.536

1576/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Phenix Main St 1200 1% 2% 0.098 1100N F1% 16% N N

WCL Phenix

19-727 Washington Ave; Red House Rd

80%

From:To:

From:

Town of Phenix (Maint: 19) 0.97 0%40 0.536

Patrick Henry Hwy 2100 1% 2% 0.105 2100G F1% 16% F G

ECL Phenix

80%

From:To:

Town of Phenix (Maint: 19) 0.62 0%40 0.585

Patrick Henry Hwy 2100 1% 2% 0.105 2100N F1% 16% N N

19-746 East of Phenix

80%

From:To:

Charlotte County 0.78 0%40 0.585

Patrick Henry Hwy 2300 2% 1% 0.103 2300G F3% 7% C G

WCL Charlotte C.H.

87%

From:To:

Charlotte County 4.38 0%40 0.566

David Bruce Ave 2300 2% 1% 0.103 2300N F3% 7% N N

SR 47 Le Grande Ave

87%

From:

To:

Town of Charlotte C.H. (Maint: 19) 0.98 0%40 0.566

Thomas Jefferson Hwy 12000 1% 2% 0.101 11000G F1% 16% F G

SR 47 Thomas Jefferson Hwy

80%

From:

To:

Town of Charlotte C.H. (Maint: 19)47 0.10 0%40 0.525

George Washington Hwy 2600 2% 1% 0.113 2500G F3% 6% C G

ECL Charlotte C.H.

89%

From:

To:

Town of Charlotte C.H. (Maint: 19) 0.94 0%40 0.566

George Washington Hwy 2600 2% 1% 0.113 2500N F3% 6% N N

WCL Keysville

89%

From:

To:

Charlotte County 7.58 0%40 0.566

Church St 2600 2% 1% 0.113 2500N F3% 6% N N

Bus US 15, Bus US 360

89%

BusBus From:

To:

Town of Keysville (Maint: 19) 0.54 0%40

W US 15 BUS

0.566

McDonald Rd 5000 1% 1% 0.092 4900G F1% 5% F G

E US 15 BUS

93%

From:

To:

15 360 0.56 0%40

US 15, US 360; ECL Keysville

0.548

Lunenburg Hwy 2900 2% 1% 0.101 2800G F1% 7% F G

ECL Keysville

89%

From:

To:

Town of Keysville (Maint: 19) 0.40 0%40

US 15, US 360; ECL Keysville

0.694

Lunenburg Hwy 2900 2% 1% 0.101 2800N F1% 7% N N

Lunenburg County Line

89%

From:

To:

Charlotte County 0.85 0%40

Charlotte County Line

0.694

Lunenburg County Rd 970 2% 1% 0.097 950G F1% 7% C G

SR 49 Courthouse Rd

89%

From:

To:

Lunenburg County 12.70 0%40

SR 49; Lunenburg County Rd

0.602

Courthouse Rd 2200 1% 1% 0.101 2100G F1% 5% C G

55-675 Trinity Rd; Hardy Rd

91%

From:To:

Lunenburg County49 0.14 0%40 0.536

Courthouse Rd 2600 2% 1% 0.106 2600G F0% 4% C G

WCL Victoria

93%

From:

To:

Lunenburg County49 2.17 0%40 0.574

2600 2% 1% 0.106 2600N F0% 4% N N

SR 49 Lunenburg Court House

93%

From:

To:

Town of Victoria (Maint: 55)49 1.08 0%40 0.574

Main St 4900 1% 1% 0.107 4700G F0% 3% F G

55-1009 Twin Cemetery Rd

95%To:

Town of Victoria (Maint: 55) 0.81 0%40 0.52

1586/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

K-V Rd 4400 1% 1% 0.102 4300G F0% 3% C G

55-1009 Twin Cemetery Rd

ECL Victoria

95%

From:To:

From:

Town of Victoria (Maint: 55) 0.02 0%40 0.505

4400 1% 1% 0.102 4300N F0% 3% N N

WCL Kenbridge

95%

From:To:

Lunenburg County 3.74 0%40 0.505

4400 1% 1% 0.102 4300N F0% 3% N N

55-697 Hickory Rd

95%

From:To:

Town of Kenbridge (Maint: 55) 1.33 0%40 0.505

Main St 5500 1% 1% 0.098 5400G F0% 3% F G

SR 137, SR 138

95%

From:To:

Town of Kenbridge (Maint: 55) 0.89 0%40 0.540

N. Broad St 3200 1% 1% 0.096 3200G F0% 3% F G

ECL Kenbridge

95%

From:

To:

Town of Kenbridge (Maint: 55) 0.66 0%40 0.609

3200 1% 1% 0.096 3200N F0% 3% N N

Nottoway County Line

95%

From:

To:

Lunenburg County 4.00 0%40

Lunenburg County Line

0.609

Kenbridge Rd 3100 1% 1% 0.1 3100G F1% 3% C G

SCL Blackstone

95%

From:

To:

Nottoway County 4.80 0%40 0.625

South Main St 3500 1% 1% 0.102 3500G F1% 3% F G

SR 46 Brunswick Rd

95%

From:

To:

Town of Blackstone (Maint: 67) 0.18 0%40 0.618

South Main St 9900 0% 1% 0.091 10000G F1% 2% C G

Tenth St

96%

From:

To:

Town of Blackstone 0.57 0%40 0.551

South Main St 8900 0% 1% 0.085 9000G F1% 2% F G

West Entrance Rd

96%

From:

To:

Town of Blackstone 0.21 0%40 0.557

South Main St 7500 0% 1% 0.087 7500G F1% 3% C G

Bus US 460 Church St

94%

Bus From:

To:

Town of Blackstone 0.47 0%40

Church St

0.570

North Main St 5600 1% 1% 0.09 5600G F1% 3% C G

Dinwiddie Ave

94%

From:

To:

Town of Blackstone460 0.59 0%40

Bus US 460, North Main St

0.564

Dinwiddie Ave 2400 0% 1% 0.114 2400G F2% 6% C G

ECL Blackstone

91%

From:To:

Town of Blackstone 0.53 0%40 0.637

Darvills Rd 1600 1% 1% 0.095 1600G F4% 14% C G

Dinwiddie County Line

80%

From:

To:

Nottoway County 5.76 0%40

Nottoway County Line

0.507

Darvills Rd 990 0% 1% 0.098 1000F F2% 14% C F

26-644 Brills Rd

82%

From:

To:

Dinwiddie County 4.90 0%40 0.542

Old Cryors Rd 920 1% 1% 0.113 980F B2% 5% C F

26-610 Old White Oak Rd

92%

From:

To:

Dinwiddie County 6.15 0%40 0.558

McKenney Hwy 1500 1% 2% 0.099 1600F F2% 10% C F

WCL McKenney

86%

From:

To:

Dinwiddie County 2.46 0%40 0.546

Doyle Blvd 1500 1% 2% 0.099 1600N F2% 10% N N

26-1002 Railroad St

86%To:

Town of McKenney (Maint: 26) 0.34 0%40 0.546

1596/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Doyle Blvd 2500 1% 1% 0.098 2600F F2% 7% C F

26-1002 Railroad St

US 1 Boydton Plank Rd

90%

From:To:

From:

Town of McKenney (Maint: 26) 0.57 0%40 0.526

Doyle Blvd 2400 1% 1% 0.105 2400F F1% 6% C F

ECL McKenney

91%

From:To:

Town of McKenney (Maint: 26) 0.43 0%40 0.530

McKenney Hwy 2400 1% 1% 0.105 2400N F1% 6% N N

I-85

91%

From:To:

Dinwiddie County 0.14 0%40 0.530

McKenney Hwy 1900 1% 1% 0.102 2000F F2% 7% C F

26-692 Sapony Church Rd

89%

From:To:

Dinwiddie County 0.56 0%40 0.55

McKenney Hwy 960 1% 1% 0.114 980A A3% 9% C A

26-609 Old Stage Rd

86%

From:

To:

Dinwiddie County 5.15 0%40

26-609 Cherry Hill Rd

0.5

McKenney Hwy 940 1% 2% 0.097 960F F2% 13% C F

26-619 Courthouse Rd

82%

From:

To:

Dinwiddie County 2.04 0%40 0.539

McKenney Hwy 1100 1% 2% 0.101 1100F F2% 10% C F

Sussex County Line

85%

From:

To:

Dinwiddie County 5.19 0%40

Dinwiddie County Line

0.538

Sussex Dr 2500 1% 1% 0.092 2400F F1% 0% C F

Bus SR 40 Lee Ave

97%

From:

To:

Sussex County 4.37 0%40 0.585

Sussex Dr 2400 2% 2% 0.084 2400F F3% 15% C F

US 301 Blue Star Hwy

78%

From:

To:

Sussex County 1.04 0%40 0.563

Sussex Dr 3800 0% 1% 0.08 3700F F2% 7% C F

I-95

89%

From:

To:

Sussex County 0.08 0%40 0.559

Sussex Dr 2200 1% 1% 0.087 2100F F2% 27% C F

91-735 Courthouse Rd

69%

From:To:

Sussex County 6.72 0%40 0.545

Sussex Dr 1500 2% 2% 0.089 1500F F5% 23% C F

SR 35 Jeruselem Plank Rd

69%

From:To:

Sussex County 6.53 0%40 0.6

Sussex Dr 1800 1% 2% 0.086 1800F F7% 15% C F

WCL Waverly

74%

From:To:

Sussex County 5.99 0%40 0.565

W Main St 1800 1% 2% 0.086 1800N F7% 15% N N

91-651 Lobbs Shop Rd

74%

From:To:

Town of Waverly (Maint: 91) 0.76 0%40 0.565

W Main St 3500 1% 1% 0.087 3500F F3% 18% C F

US 460 General Mahone Hwy

77%

From:

To:

Town of Waverly (Maint: 91) 1.15 0%40 0.557

W Main St 3000 1% 1% 0.085 3000F F1% 5% C F

ECL Waverly

92%

From:

To:

Town of Waverly (Maint: 91) 1.25 0%40 0.582

Sussex Dr 3000 1% 1% 0.085 3000N F1% 5% N N

Surry County Line

92%

From:

To:

Sussex County 1.86 0%40

Sussex County Line

0.582

Martin Luther King Hwy 1100 1% 1% 0.095 1000G F3% 4% C G

90-611 Salisbury Rd

91%To:

Surry County 5.97 0%40 0.62

1606/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Martin Luther King Hwy 880 1% 1% 0.096 860G F3% 4% C G

90-611 Salisbury Rd

SR 10 Spring Grove

92%To:

From:

Surry County 3.04 0%40 0.532

Ramp 350 0.087 350G F G

SR 40 McKenney Hwy

I-85 SouthTo:

From:

Dinwiddie County 0.1940

Ramp 690 0.121 690G F G

SR 40 McKenney Hwy

I-85 NorthTo:

From:

Dinwiddie County 0.2140

Ramp 1000 0.119 1000G F G

SR 40 Sussex Dr

I-95 SouthTo:

From:

Sussex County 0.2140

Ramp 930 0.113 960A A A

SR 40 Sussex Dr

I-95 NorthTo:

From:

Sussex County 0.2140

Lee Ave 200 1% 2% 0.13 190F F2% 11% C F

SR 40 Sussex Dr

WCL Stony Creek

84%

Bus From:

To:

From:

Sussex County 0.37 0%

Bus

40 0.588

Lee Ave 200 1% 2% 0.13 190N F2% 11% N N

US 301 Blue Star Hwy

84%

Bus From:

To:

Town of Stony Creek (Maint: 91) 0.74 0%40

US 301 Stony Creek

0.588

2900 1% 1% 0.092 2800N F1% 7% N N

SCL Stony Creek

90%

Bus From:

To:

Town of Stony Creek (Maint: 91)301 0.22 0%40 0.604

Blue Star Hwy 2900 1% 1% 0.092 2800F F1% 7% C F

SR 40

90%To:

Sussex County301 0.02 0%40 0.604

Franklin Tpke 15000 0% 1% 0.092 16000G F0% 1% C G

Bus US 29; Piney Forest Rd

NCL Danville

98%

From:To:

From:

City of Danville 0.70 0%41 0.594

15000 0% 1% 0.092 16000N F0% 1% N N

71-743 Orphanage Road

98%

From:To:

Pittsylvania County 0.02 0%41 0.594

Franklin Turnpike 13000 0% 1% 0.093 14000G F0% 1% C G

71-1535 Jeanette Drive

98%

From:To:

Pittsylvania County 1.55 0%41 0.593

13000 0% 1% 0.093 14000N F0% 1% N N

71-744 Ridgecrest Drive

98%

From:

To:

Pittsylvania County 0.20 0%41 0.593

Franklin Turnpike 10000 0% 1% 0.091 11000G F0% 1% F G

71-864 Hunting Hills Road

98%

From:

To:

Pittsylvania County 1.16 0%41 0.612

Franklin Turnpike 5300 0% 1% 0.118 5700G F0% 1% F G

71-835 Pleasant Gap Drive

98%

From:

To:

Pittsylvania County 2.10 0%41 0.635

Franklin Turnpike 4000 0% 1% 0.093 4000G F0% 1% F G

71-718 Dry Fork Road

98%To:

Pittsylvania County 3.05 0%41 0.727

1616/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Franklin Turnpike 3500 0% 1% 0.097 3400G F1% 1% F G

71-718 Dry Fork Road

71-750 Whitmell School Road

97%

From:To:

From:

Pittsylvania County 3.19 0%41 0.677

2100 0% 1% 0.09 2100G F1% 1% C G

71-844 Mount Cross Road

97%

From:To:

Pittsylvania County 2.16 0%41 0.71

Franklin Tnpk 1100 1% 2% 0.093 1100G F1% 3% C G

SR 57 Callands

93%

From:

To:

Pittsylvania County 6.09 0%41

SR 293; N Main St

0.613

Franklin Tpke 9300 0% 1% 0.085 10000G F0% 1% C G

US 29 Bus; Piney Forest Rd

98%To:

City of Danville 0.91 0%41 0.59

Bluegrass Trail 430 3% 5% 0.137 430G F1% 1% C G

SR 91 Broadford

86-630 Smith Hollow

91%

From:

To:

From:

Smyth County 2.91 0%42 0.521

Bluegrass Trail 180 4% 1% 0.133 180G F2% 2% C G

SR 16 W, BF Buchanan Hwy

91%

From:

To:

Smyth County 6.68 0%42

SR 16 W; Bluegrass Trail

0.6

BF Buchanan Hwy 440 2% 1% 0.12 430G F1% 1% C G

SR 16 E; Old Wilderness Rd

95%

From:

To:

Smyth County16 0.32 0%42

SR 16 E, BF Buchanan Hwy

0.530

Old Wilderness Rd 150 2% 2% 0.159 150G F0% 2% C G

Bland County Line

93%

From:

To:

Smyth County 8.29 0%42

Smyth County Line

0.556

West Blue Grass Hwy 140 3% 1% 0.11 140G F2% 4% C G

10-622 Foglesong Valley Rd West of Ceres

90%

From:

To:

Bland County 9.58 0%42

10-622 Foglesong Valley West of Ceres

0.625

West Blue Grass Hwy 420 1% 2% 0.117 410G F0% 2% C G

US 52 West of Bland Court House

95%

From:To:

Bland County 5.39 0%42 0.765

South Scenic Hwy 1700 1% 1% 0.125 1600G F1% 1% C G

I-77 West of Bland Court House

96%

From:To:

Bland County52 3.97 0%42 0.707

South Scenic Hwy 4200 1% 1% 0.107 4200G F1% 1% F G

US 52 Bland Court House

97%

From:To:

Bland County52 0.91 0%42 0.551

E Bluegrass Trl 2300 0% 2% 0.116 2300G F1% 2% C G

10-738 Mechanicsburg

96%

From:To:

Bland County 10.25 0%42 0.589

East Blue Grass Hwy 590 0% 2% 0.131 590G F2% 2% C G

10-606 Wilderness Rd

94%

From:

To:

Bland County 3.08 0%42 0.722

East Blue Grass Hwy 1000 0% 1% 0.12 1000G F1% 3% C G

Giles County Line

95%

From:

To:

Bland County 2.30 0%42

Bland County Line

0.825

Walkers Creek Valley Rd 1200 1% 1% 0.1 1200F F1% 2% C F

SR 100 Poplar Hill

95%

From:

To:

Giles County 7.95 0%42 0.701

Pulaski Giles Tpke 4600 1% 2% 0.090 4600F F1% 1% F F

35-750 Cedar Crest Rd

94%To:

Giles County100 2.13 0%42 0.642

1626/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Virginia Ave 12000 0% 1% 0.092 8000F F0% 2% C F

35-730 N, Eggleston Rd

35-700 Mountain Lake Rd

97%

From:To:

From:

Giles County460 2.35 0%42 0.646

Virginia Ave 12000 0% 0% 0.092 8200F F0% 0% C F

SR 42 Blue Grass Trail

99%

From:

To:

Giles County460 1.66 0%42

US 460 Virginia Ave

0.685

Blue Grass Trail 1900 0% 1% 0.116 1900F F0% 0% C F

35-601 North of Newport, Clover Hollow Rd

98%

From:To:

Giles County 0.99 0%42 0.708

Blue Grass Trail 1500 0% 1% 0.121 1500F F0% 0% C F

Craig County Line

98%

From:

To:

Giles County 3.11 0%42

Giles County Line

0.702

Cumberland Gap Rd 1100 1% 1% 0.121 1100F F0% 1% C F

22-629 Lugar Hill Rd

97%

From:

To:

Craig County 3.67 0%42 0.732

Cumberland Gap Rd 420 2% 1% 0.137 420F F1% 1% C F

22-626 Bethel Church Rd

95%

From:

To:

Craig County 7.93 0%42 0.569

Cumberland Gap Rd 420 1% 1% 0.138 420F F1% 1% C F

22-645 Loony School Rd

97%

From:

To:

Craig County 8.99 0%42 0.536

Cumberland Gap Rd 750 1% 1% 0.12 750F F1% 0% C F

SCL New Castle

97%

From:

To:

Craig County 4.31 0%42 0.837

Main St 750 1% 1% 0.12 750N F1% 0% N N

SR 311 Salem Ave; 22-615 Main St

97%

From:

To:

Town of New Castle (Maint: 22) 0.43 0%42

11-615 Craig Creek Rd

0.837

Botetourt Rd 4600 1% 1% 0.080 4900G F1% 4% F G

SR 43 Narrow Passage Rd

94%

From:

To:

Botetourt County220 1.32 0%42 0.574

Botetourt Rd 4600 1% 1% 0.081 4900G F1% 4% F G

Alleghany County Line; SCL Iron Gate

94%

From:

To:

Botetourt County220 9.95 0%42

Botetourt County Line

0.565

Market Ave 5800 1% 1% 0.078 6300F F1% 4% F F

NCL Iron Gate

94%

From:

To:

Town of Iron Gate (Maint: 03)220 0.88 0%42

SCL Iron Gate

0.542

5800 1% 1% 0.078 6300N F1% 4% N N

Bus US 220

94%

From:To:

Alleghany County220 0.66 0%42 0.542

4500 1% 1% 0.081 4800G F1% 4% F G

Bus US 60

94%

Bus From:

To:

Alleghany County220 0.61 0%42

US 220 Market Ave

0.53

Grafton St 5700 1% 1% 0.089 6000G F1% 8% C G

03-670 Longdale Furnace Rd

89%

From:

To:

Alleghany County60 220 0.47 0%42

I-64, US 60; SR 269

0.528

Forty Two Rd 1200 0% 0% 0.1 1300G F1% 1% C G

Bath County Line

98%

From:

To:

5.18 0%42

03-632 Longdale Furnace Rd

0.606

Longdale Furnace Rd 900 0% 1% 0.089 930G F0% 2% C G

I-64, US 60

97%To:

269 0.18 0%42 0.531

1636/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Cow Pasture River Hwy 690 0% 1% 0.106 680G F1% 6% C G

Alleghany County Line

08-632 Crizer's Gap

93%

From:To:

From:

Bath County 6.03 0%42 0.578

Cow Pasture River Hwy 720 0% 0% 0.104 710G F1% 7% C G

SR 39 Millboro Springs

92%

From:To:

Bath County 5.54 0%42 0.561

Mountain Valley Rd 1600 0% 2% 0.089 1600G F1% 5% C G

Rockbridge County Line

91%

From:

To:

Bath County39 5.73 0%42

Bath County Line

0.519

Maury River Rd 1600 1% 1% 0.099 1600G F1% 3% C G

SR 39 Goshen

94%

From:To:

Town of Goshen (Maint: 81)39 2.47 0%42 0.635

Virginia Avenue 1600 1% 1% 0.088 1600G F1% 3% C G

ECL Goshen

95%

From:

To:

Town of Goshen (Maint: 81) 0.06 0%42 0.629

Virginia Avenue 1600 1% 1% 0.088 1600N F1% 3% N N

Augusta County Line

95%

From:

To:

Rockbridge County 5.92 0%42

Rockbridge County Line

0.629

Little Calf Pasture Hwy 1400 1% 1% 0.097 1400N F1% 4% N N

07-687 Railroad Ave

93%

From:

To:

Augusta County 0.38 0%42 0.553

Little Calf Pasture Hwy 1400 1% 1% 0.097 1400G F1% 4% C G

SCL Craigsville

93%

From:

To:

Augusta County 1.91 0%42 0.553

Craig St 1400 1% 1% 0.097 1400N F1% 4% N N

07-1101 Hidy St

93%

From:

To:

Town of Craigsville (Maint: 07) 0.58 0%42 0.553

Craig St 2500 1% 1% 0.091 2400G F1% 2% C G

NCL Craigsville

95%

From:

To:

Town of Craigsville (Maint: 07) 1.12 0%42 0.633

Little Calf Pasture Hwy 2500 1% 1% 0.091 2400N F1% 2% N N

07-811

95%

From:

To:

Augusta County 3.06 0%42

07-811 Augusta Springs Rd

0.633

Little Calf Pasture Hwy 3000 1% 1% 0.101 3000G F1% 2% C G

07-688 Old Parkersburg Tpke

96%

From:To:

Augusta County 7.37 0%42 0.604

Parkersburg Tpke 3300 2% 1% 0.099 3300G F1% 1% F G

SR 254; Buffalo Gap Hwy

95%

From:

To:

Augusta County 0.81 0%42

SR 254 Parkersburg Tpke

0.602

Buffalo Gap Hwy 1800 2% 1% 0.129 1800G F1% 1% C G

07-720 Morris Mill Rd; Dry Branch Rd

95%

From:To:

Augusta County 2.43 0%42 0.713

Buffalo Gap Hwy 3100 2% 1% 0.114 3100G F1% 1% F G

US 250 Churchville Ave

95%

From:

To:

Augusta County 2.82 0%42

Buffalo Gap Hwy

0.539

Churchville Ave 5300 1% 1% 0.093 5200G F1% 1% F G

Scenic Hwy

96%

From:

To:

Augusta County250 0.47 0%42

US 250 Churchville Ave

0.572

Scenic Hwy 1800 2% 1% 0.114 1700G F1% 3% C G

07-607 Mount Solon Rd; Moscow Loop

94%To:

Augusta County 8.06 0%42 0.551

1646/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Scenic Hwy 2500 1% 1% 0.104 2500G F1% 4% C G

07-607 Mount Solon Rd; Moscow Loop

07-809 Iron Works Rd

93%

From:

To:

From:

Augusta County 4.62 0%42

07-809; Scenic Hwy

0.714

Iron Works Rd 3600 0% 1% 0.103 3600G F1% 2% F G

Rockingham County Line

96%

From:

To:

Augusta County 0.79 0%42

Augusta County Line

0.749

Warm Springs Pike 3600 0% 1% 0.093 3500G F1% 2% C G

SCL Bridgewater

96%

From:To:

Rockingham County 2.50 0%42 0.721

S Main St 6800 0% 1% 0.102 7300G F1% 2% C G

College Street

97%

From:To:

Town of Bridgewater 0.22 0%42 0.646

N Main St 7800 0% 1% 0.092 8300G F1% 2% F G

Dinkel Ave

97%

From:

To:

Town of Bridgewater 0.15 0%42 0.613

N Main St 8900 1% 1% 0.084 9500G F1% 2% F G

Mt Crawford Ave

95%

From:

To:

Town of Bridgewater257 0.30 0%42 0.567

N Main St 12000 1% 1% 0.087 13000G F1% 2% C G

North River Rd

95%

From:

To:

Town of Bridgewater257 0.08 0%42 0.549

N Main St 12000 1% 1% 0.084 13000G F1% 2% F G

Old NCL Bridgewater

95%

From:

To:

Town of Bridgewater257 1.00 0%42 0.573

N Main St 12000 1% 1% 0.084 13000N F1% 2% N N

NCL Bridgewater

95%

From:

To:

Town of Bridgewater257 0.30 0%42 0.573

John Wayland Hwy 11000 1% 1% 0.084 12000G F1% 2% F G

SCL Dayton

95%

From:

To:

Rockingham County257 0.63 0%42 0.573

John Wayland Hwy 11000 1% 1% 0.104 12000N F1% 2% N N

BUS SR 42

95%

From:To:

Town of Dayton (Maint: 82)257 0.42 0%42 0.527

John Wayland Hwy 14000 0% 0% 0.124 15000A A1% 1% C A

NCL Dayton

97%

From:To:

Town of Dayton (Maint: 82) 0.45 0%42 0.502

John Wayland Hwy 14000 0% 0% 0.124 15000N A1% 1% N N

SCL Harrisonburg

97%

From:To:

Rockingham County 1.90 0%42 0.502

S High St 13000 0% 0% 0.091 15000G F1% 1% F G

Erickson Ave

97%

From:To:

City of Harrisonburg 0.13 0%42 0.512

S High St 15000 0% 1% 0.093 16000G F1% 1% C G

Sunrise Ave

97%

From:

To:

City of Harrisonburg 1.27 0%42 0.541

S High St 17000 0% 0% 0.089 19000G F1% 1% F G

Grace Ave

97%

From:

To:

City of Harrisonburg 0.40 0%42 0.53

S High St 17000 0% 0% 0.085 19000G F1% 1% F G

Market St

97%

From:

To:

City of Harrisonburg 0.55 0%42 0.542

N High St 14000 0% 0% 0.087 16000G F1% 1% F G

Gay St

97%To:

City of Harrisonburg 0.27 0%42 0.571

1656/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Virginia Ave 11000 0% 0% 0.086 12000G F1% 1% F G

Gay St

5th St

97%

From:To:

From:

City of Harrisonburg 0.44 0%42 0.564

Virginia Ave 9700 0% 1% 0.089 10000G F1% 2% C G

Mt Clinton Pike

96%

From:To:

City of Harrisonburg 0.60 0%42 0.572

Virginia Ave 11000 0% 1% 0.091 12000G F1% 2% F G

NCL Harrisonburg

96%

From:To:

City of Harrisonburg 0.83 0%42 0.604

Harpine Hwy 9900 1% 1% 0.101 9800G F1% 1% F G

82-753 N, Wengers Mill Rd

96%

From:To:

Rockingham County 5.12 0%42 0.689

Harpine Hwy 8400 1% 1% 0.102 8400G F1% 1% F G

SCL Broadway

96%

From:

To:

Rockingham County 4.60 0%42 0.667

S Main St 8400 1% 1% 0.102 8400N F1% 1% N N

ALT SR 259 Broadway Ave

96%

ALT From:

To:

Town of Broadway (Maint: 82) 0.81 0%42 0.667

S Main Street 4900 1% 1% 0.09 5200G F1% 1% C G

SR 259 W Lee St

96%

From:

To:

Town of Broadway (Maint: 82)259 0.32 0%42 0.593

W Lee St 6300 1% 1% 0.083 6700G F1% 1% F G

ECL Broadway

96%

From:

To:

Town of Broadway (Maint: 82)259 0.33 0%42 0.577

W Lee St 6300 1% 1% 0.083 6700N F1% 1% N N

SR 259 Timber Way

96%

From:

To:

Town of Broadway (Maint: 82)259 0.29 0%42 0.577

Timber Way 10000 1% 1% 0.09 11000G F1% 1% F G

SCL Timberville

96%

From:

To:

Town of Broadway (Maint: 82) 0%42 0.501

Forestville Rd 10000 1% 1% 0.09 11000N F1% 1% N N

SR 211 New Market Rd

96%

From:To:

Town of Timberville (Maint: 82) 0%42 0.501

Forestville Rd 4900 1% 1% 0.094 5200G F7% 2% F G

82-617 North Church St

89%

From:

To:

Town of Timberville (Maint: 82) 0.68 0%42

82-617 N, Church St

0.686

Forestville Rd 2100 1% 1% 0.101 2200G F7% 2% C G

NCL Timberville

89%

From:To:

Town of Timberville (Maint: 82) 0.41 0%42 0.674

Forestville Rd 1600 1% 1% 0.107 1600G F9% 3% C G

Shenandoah County Line

86%

From:

To:

Rockingham County 2.56 0%42

Rockingham County Line

0.66

Senedo Rd 1700 1% 2% 0.093 1700F F3% 4% C F

85-767 Forestville

91%

From:

To:

Shenandoah County 2.91 0%42 0.5

Senedo Rd 950 0% 1% 0.111 950F F1% 3% C F

SR 263 Orkney Grade

95%

From:

To:

Shenandoah County 5.78 0%42 0.590

Senedo Rd 690 1% 1% 0.102 690F F1% 6% C F

85-720 Crooked Run Rd

91%

From:

To:

Shenandoah County 2.21 0%42 0.551

Senedo Rd 1200 1% 1% 0.102 1200F F0% 3% C F

85-703 S, Conicville Rd

95%To:

Shenandoah County 3.06 0%42 0.551

1666/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Senedo Rd 1900 0.1 1900F F F

85-703 S, Conicville Rd

85-675 Columbia FurnaceFrom:

To:

From:

Shenandoah County 4.6742 0.571

Senedo Rd 5100 0% 1% 0.106 5100F F1% 3% F F

85-605 Calvary

95%

From:To:

Shenandoah County 4.48 0%42 0.521

Senedo Rd 7800 0% 1% 0.097 7800F F1% 1% F F

WCL Woodstock

96%

From:To:

Shenandoah County 0.86 0%42 0.548

W Reservoir Rd 7700 0% 0% 0.094 8200F F0% 1% C F

I-81

99%

From:To:

Town of Woodstock (Maint: 85) 0.44 0%42 0.543

W Reservoir Rd 13000 0% 1% 0.086 14000F F1% 1% C F

Susan Ave

97%

From:

To:

Town of Woodstock (Maint: 85) 0.41 0%42 0.531

W Reservoir Rd 13000 0% 1% 0.086 14000F F1% 1% C F

Main Street

97%To:

Town of Woodstock (Maint: 85) 0.22 0%42 0.518

Ramp 80 0.167 80G F G

SR 42 Forty Two Rd

I-64 EastTo:

From:

Alleghany County 0.3442

Ramp 940 0.125 930G F G

SR 42

I-64 WestTo:

From:

Alleghany County 0.1942

Ramp to I-81 S at Exit 283 2400 0.111 2400A A A

SR 42 W Reservoir Rd

I-81 STo:

From:

Town of Woodstock (Maint: 85) 0.1742

Ramp to I-81 N at Exit 283 2900 0.094 2900G F G

SR 42 W Reservoir Rd

I-81 NorthTo:

From:

Town of Woodstock (Maint: 85) 0.1742

Ramp 1600 0.141 1600G F G

SR 42 I-64-W029A FROM & TO IS 64

SR 42-S152B SR 42- 152B FROM RT 4To:

From:

Alleghany County 0.06

North

42

Ramp 750 0.107 750G F G

SR 42 TO I-64 WEST

SR 42-N152B SR 42- 152B FROM RT 4To:

From:

Alleghany County 0.09

South

42

Main St 1600 0% 1% 0.112 1700G F2% 1% F G

SR 257 Mason St

S SR 290 Huffman Dr

97%

Bus From:

To:

From:

Town of Dayton (Maint: 82) 0.12 0%

Bus

42

SR 290 S Huffman Dr

0.608

Main St 2700 0% 1% 0.105 2900G F2% 1% F G

SR 290 N College St

97%

Bus From:

To:

Town of Dayton (Maint: 82)290 0.07 0%42 0.546

Main St 1100 0% 1% 0.097 1100G F2% 1% C G

NCL Dayton

97%To:

Town of Dayton (Maint: 82) 0.60 0%42 0.56

1676/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Main St 1100 0% 1% 0.097 1100N F2% 1% N N

NCL Dayton

N SR 42

97%To:

From:

Rockingham County 0.03 0%

Bus

42 0.56

Bedford Hwy 4200 1% 1% 0.103 4400G F0% 1% F G

Main Street

Myrtle Lane

97%

From:To:

From:

Town of Altavista (Maint: 15) 0.49 0%43 0.63

Bedford Hwy 5100 1% 1% 0.104 5100G F0% 1% F G

Broad Street

97%

From:To:

Town of Altavista (Maint: 15) 0.50 0%43 0.636

Bedford Hwy 5100 1% 1% 0.105 5000G F0% 1% C G

WCL Altavista

97%

From:To:

Town of Altavista (Maint: 15) 0.59 0%43 0.574

Bedford Hwy 2900 1% 1% 0.096 2900G F0% 1% F G

15-628 Bishop Creek Rd

97%

From:

To:

Campbell County 1.79 0%43 0.552

Bedford Hwy 780 1% 1% 0.096 760G F1% 1% C G

15-682 Leesville

96%

From:

To:

Campbell County 4.69 0%43 0.552

Bedford Hwy 240 2% 3% 0.115 230G F2% 3% C G

Bedford County Line

90%

From:

To:

Campbell County 1.26 0%43

Campbell County Line

0.576

Dearing Ford Rd 230 1% 1% 0.121 240G F0% 1% F G

09-626 Smith Mountain Lake Pkwy

97%

From:

To:

Bedford County 5.13 0%43 0.595

Leesville Rd 2600 0% 1% 0.098 2700G F1% 2% F G

SR 24 Gillespie

96%

From:

To:

Bedford County 2.49 0%43 0.595

Glenwood Dr 2300 0% 1% 0.088 2400G F1% 3% C G

SR 24 West of Gillespie

94%

From:

To:

Bedford County24 2.58 0%43 0.552

Virginia Byway 1500 1% 1% 0.084 1600G F0% 0% F G

SCL Bedford

98%

From:To:

Bedford County 8.32 0%43 0.673

South St 1500 1% 1% 0.091 1600G F0% 0% C G

SR 43 P Talbott St

98%

From:

To:

Town of Bedford 0.96 0%43

South Street

0.536

Talbot St 610 1% 1% 0.101 660G F0% 0% F G

Otey Street

98%

From:

To:

Town of Bedford 0.05 0%43

Talbot St

1400 1% 1% 0.096 1500G F1% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.5

0.526

Otey St 760 1% 1% 0.094 830G F0% 0% C G

Bus US 460 E Main St

98%

Bus From:

To:

Town of Bedford 0.14 0%43

Bus US 460

1300 1% 1% 0.100 1400G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.663

0.660

E Main St 4800 0% 0% 0.090 5300G F0% 0% F G

South St

99%

Bus From:

To:

Town of Bedford460 0.07 0%43

Main St

0.524

E Main St 4800 0% 0% 0.093 5200G F0% 0% F G

Bus US 460, US 221

99%To:

Town of Bedford460 0.08 0%43 0.588

1686/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

N Bridge St

Bus

4700 1% 1% 0.093 5100G F0% 0% F G

Bus US 460, US 221

Bedford Ave

98%

Bus From:To:

From:

Town of Bedford221 122 0.16 0%43 0.535

N Bridge St 6700 1% 1% 0.092 7300G F0% 0% C G

US 221Peaks St

98%

From:

To:

Town of Bedford221 122 0.11 0%43

N Bridge St

0.526

Peaks St 2900 0% 0% 0.095 3100G F0% 0% F G

Laurel St

99%

From:To:

Town of Bedford 0.62 0%43 0.591

Peaks St 2100 0% 0% 0.094 2300G F0% 0% C G

NCL Bedford

99%

From:To:

Town of Bedford 0%43 0.579

Peaks Rd 1800 0% 0% 0.088 1900G F0% 0% F G

09-643 Near Peaksville; Jopling Rd

99%

From:

To:

Bedford County 0%43

09-643 Jopling Rd; Near Peaksville

0.517

Peaks Rd 790 1% 1% 0.109 830G F1% 0% C G

Blue Ridge Parkway

97%

From:

To:

Bedford County 5.03 0%43 0.59

Parkway Dr 260 1% 1% 0.105 270G F1% 0% F G

Botetourt County Line

97%

From:

To:

Bedford County (Maint: 11) 0.11 0%43

Bedford County Line

0.674

Parkway Dr 260 1% 1% 0.105 270N F1% 0% N N

SCL Buchanan

97%

From:

To:

Botetourt County 4.00 0%43 0.571

Parkway Dr 260 1% 1% 0.105 270N F1% 0% N N

US 11 S, Main St

97%

From:

To:

Town of Buchanan (Maint: 11) 0.64 0%43 0.674

Main St 3600 1% 1% 0.093 3800G F1% 4% C G

US 11 N, Main St

93%

From:To:

Town of Buchanan (Maint: 11)11 0.18 0%43 0.504

First St 1400 2% 1% 0.111 1500G F1% 1% F G

NCL Buchanan

94%

From:To:

Town of Buchanan (Maint: 11) 0.82 0%43 0.62

Narrow Passage Rd 1400 2% 1% 0.111 1500N F1% 1% N N

11-630 Springwood Rd

94%

From:To:

Botetourt County 2.95 0%43 0.62

Narrow Passage Rd 490 2% 1% 0.119 510G F1% 1% F G

11-688 S Salt Petre Cave Rd

94%

From:To:

Botetourt County 5.22 0%43 0.56

Narrow Passage Rd 540 2% 1% 0.121 570G F1% 1% C G

11-688 MID Salt Petre Cave Rd

94%

From:To:

Botetourt County 5.26 0%43 0.55

Second St 150 2% 1% 0.127 150G F1% 1% F G

11-742 Branch Rd

94%

From:

To:

Botetourt County 0.06 0%43

11-742; Second St

0.568

Branch Rd 240 2% 1% 0.111 250G F1% 1% F G

11-688 N, Church St

94%

From:

To:

Botetourt County 0.07 0%43

11-688 N; Branch Rd

0.565

Church St 1000 2% 1% 0.100 1100G F1% 1% F G

SR 43 Y James St

94%To:

Botetourt County 0.47 0%43 0.595

1696/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Narrow Passage Rd 270 2% 1% 0.101 290G F1% 1% F G

SR 43 Y James St

US 220 Botetourt Rd

94%To:

From:

Botetourt County 1.74 0%43 0.573

South St 750 1% 0% 0.094 810G F1% 0% C G

SR 43 P Talbott St

Washington St

98%

From:

To:

From:

Town of BedfordP

0.14 0%43

1400 1% 1% 0.096 1500G F1% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.544

0.526

South St 550 1% 1% 0.119 600G F0% 0% F G

Main St

98%

To:

Town of BedfordP

0.06 0%43

1300 1% 1% 0.100 1400G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.661

Main St 8200 0% 1% 0.086 8700G F0% 1% F G

BUS US 15; High Street

BUS US 460; Third St

97%

From:

To:

From:

Town of Farmville 0.10 0%45 0.542

Main St 9300 0% 1% 0.089 9900G F0% 1% C G

River Rd

97%

From:

To:

Town of Farmville 0.40 0%45 0.502

Main St 6300 0% 1% 0.090 6700G F0% 1% F G

Osborne Rd

97%

From:

To:

Town of Farmville 0.18 0%45 0.600

Main St 5200 0% 1% 0.094 5500G F0% 2% C G

NCL Farmville

97%

From:

To:

Town of Farmville 0.73 0%45 0.603

Cumberland Rd 4400 0% 0% 0.087 4600F F0% 0% C F

24-636 Raines Tavern

99%

From:

To:

Cumberland County 3.54 0%45 0.528

Cumberland Rd 3500 0% 2% 0.089 3700F F1% 5% C F

24-634 Salem Church Rd

91%

From:To:

Cumberland County 4.66 0%45 0.501

Cumberland Rd 3300 1% 1% 0.110 3500A A1% 2% C A

US 60 West of Cumberland C.H.

96%

From:To:

Cumberland County 5.82 0%45 0.508

Anderson Hwy 6800 1% 2% 0.088 6600F F1% 6% F F

24-600 Cumberland C.H.

90%

From:

To:

Cumberland County60 2.42 0%45

24-600 Cumberland CH

0.548

Anderson Hwy 8200 0% 2% 0.088 8000F F1% 2% C F

SR 13 Old Buckingham Rd

95%

From:To:

Cumberland County60 1.09 0%45 0.576

Anderson Hwy 6500 1% 1% 0.088 6300F F1% 10% F F

US 60 East of Cumberland C.H.

87%

From:

To:

Cumberland County60 1.34 0%45

US 60 East of Cumberland

0.576

Cartersville Rd 1700 0% 1% 0.092 1700F F2% 3% C F

24-616 Deep Run Road

95%

From:

To:

Cumberland County 4.85 0%45 0.509

Cartersville Rd 1400 1% 2% 0.107 1400F F2% 7% F F

24-690 North of Whiteville

89%

From:

To:

Cumberland County 6.60 0%45 0.565

Cartersville Rd 2300 1% 1% 0.103 2300F F1% 4% F F

24-649 High St

93%To:

Cumberland County 2.20 0%45 0.627

1706/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Cartersville Rd 920 1% 1% 0.088 910N F1% 2% N N

24-649 High St

Goochland County Line

95%

From:

To:

From:

Cumberland County 0.75 0%45

Cumberland County Line

0.637

Cartersville Rd 920 1% 1% 0.088 910G F1% 2% C G

37-707 Hackney Rd

95%

From:To:

Goochland County 2.47 0%45 0.637

Cartersville Rd 1300 0% 1% 0.095 1300G F1% 2% C G

SR 6 River Rd West

97%To:

Goochland County 2.57 0%45 0.682

Christanna Hwy 1300 0% 1% 0.097 1200G F1% 15% C G

North Carolina State Line

12-665 Ankum Rd

83%

From:To:

From:

Brunswick County 6.59 0%46 0.567

Christanna Hwy 1700 1% 2% 0.099 1700G F2% 15% C G

12-611 Brunswick

81%

From:

To:

Brunswick County 2.71 0%46 0.588

Christanna Hwy 2200 1% 1% 0.103 2100G F2% 10% C G

12-715 Whitby Rd

86%

From:

To:

Brunswick County 4.26 0%46 0.616

Christanna Hwy 2500 1% 1% 0.102 2500G F1% 9% C G

BUS US 58 SOUTH

87%

Bus From:

To:

Brunswick County 2.87 0%46

S US 58 BUS

0.618

5600 1% 1% 0.103 5500G F0% 2% C G

CL Lawrenceville

96%

Bus From:

To:

Brunswick County58 0.20 0%46 0.579

5600 1% 1% 0.103 5500N F0% 2% N N

N US 58 BUS

96%

From:

To:

Town of Lawrenceville (Maint: 12)58 0.80 0%46

BUS US 58 NORTH

0.579

Windsor Ave 2600 4% 1% 0.121 2600G F1% 5% C G

NCL Lawrenceville

90%

From:To:

Town of Lawrenceville (Maint: 12) 0.64 0%46 0.541

Christanna Hwy 2500 2% 1% 0.096 2400G F1% 8% C G

US 1 Boydton Plank Rd

89%

From:To:

Brunswick County 6.36 0%46 0.530

Christanna Hwy 1800 1% 1% 0.09 1700G F3% 9% C G

I-85

87%

From:To:

Brunswick County 0.39 0%46 0.628

Christanna Hwy 1800 1% 1% 0.095 1800G F2% 11% C G

12-616 S, Lew Jones Rd

85%

From:To:

Brunswick County 7.43 0%46 0.508

Christanna Hwy 1500 1% 1% 0.099 1500G F2% 10% C G

Nottoway County Line

86%

From:

To:

Brunswick County 4.71 0%46

Brunswick County Line

0.544

Brunswick Rd 1700 0% 1% 0.095 1700G F1% 6% C G

SCL Blackstone

91%

From:

To:

Nottoway County 5.46 0%46 0.66

Brunswick Rd 2100 0% 1% 0.102 2100G F2% 5% C G

SR 40 South Main St

92%To:

Town of Blackstone 0.15 0%46 0.579

Ramp 400 2% 1% 0.159 420G F1% 8% F G

SR 46 Christanna Hwy

I-85 South

89%To:

From:

Brunswick County 0.25 0%46

1716/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

W Atlantic St 5800 0% 1% 0.085 5700G F2% 4% F G

Mecklenburg Ave

Thomas St

93%

From:To:

From:

Town of South Hill 0.63 0%47 0.557

W Atlantic St 4800 0% 1% 0.094 4700G F2% 4% C G

Opie Rd

93%

From:To:

Town of South Hill 0.23 0%47 0.595

W Atlantic St 5600 0% 1% 0.096 5500G F2% 4% F G

WCL South Hill

93%

From:To:

Town of South Hill 0.39 0%47 0.633

3300 1% 1% 0.087 3300G F1% 7% F G

58-664 Pettys Corner

90%

From:To:

Mecklenburg County 7.70 0%47 0.625

2600 1% 1% 0.094 2500G F1% 6% C G

58-660 Old Cox Rd

92%

From:

To:

Mecklenburg County 5.28 0%47 0.596

2800 1% 1% 0.09 2700G F1% 7% C G

58-600 Draper Rd

90%

From:

To:

Mecklenburg County 1.46 0%47 0.599

3600 1% 1% 0.091 3500N F1% 6% N N

ECL Chase City

91%

From:

To:

Mecklenburg County 5.20 0%47 0.509

E Second St 3600 1% 1% 0.091 3500G F1% 6% C G

Drew St

91%

From:

To:

Town of Chase City (Maint: 58) 0.48 0%47 0.509

E Second St 5000 1% 1% 0.094 4900G F1% 6% F G

186-5 Marshall St

91%

From:

To:

Town of Chase City (Maint: 58) 0.21 0%47 0.52

E Second St 5000 1% 1% 0.094 4900N F1% 6% N N

SR 49, SR 92

91%

From:

To:

Town of Chase City (Maint: 58) 0.05 0%47 0.52

N Main St 6000 2% 2% 0.093 5900G F1% 2% F G

E FIFTH ST

94%

From:To:

Town of Chase City (Maint: 58)49 0.24 0%47 0.517

N Main St 6800 1% 1% 0.101 6600G F1% 2% C G

SR 49, WCL Chase City

95%

From:To:

Town of Chase City (Maint: 58)49 1.02 0%47 0.520

1800 1% 1% 0.103 1700G F2% 5% C G

Charlotte County Line

91%

From:

To:

Mecklenburg County 5.54 0%47

Mecklenburg County Line

0.629

Craftons Gate Hwy 1600 1% 1% 0.097 1600G F2% 7% C G

US 15 Kings Hwy

89%

From:

To:

Charlotte County 2.70 0%47

US 15-360 Kings Hwy

0.539

Graftons Gate Hwy 1600 1% 1% 0.107 1600G F2% 9% C G

SCL Drakes Branch

87%

From:

To:

Charlotte County 6.55 0%47 0.542

1600 1% 1% 0.107 1600N F2% 9% N N

SR 59

87%

From:

To:

Town of Drakes Branch (Maint: 19) 2.09 0%47 0.542

2000 1% 2% 0.099 2000G F4% 11% F G

NCL Drakes Branch

82%

From:

To:

Town of Drakes Branch (Maint: 19) 0.25 0%47 0.688

2000 1% 2% 0.099 2000N F4% 11% N N

SCL Charlotte C.H.

82%To:

Charlotte County 3.03 0%47 0.688

1726/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

2000 1% 2% 0.099 2000N F4% 11% N N

SCL Charlotte C.H.

SR 40 S Thomas Jefferson Hwy; David Bruce Ave

82%

From:

To:

From:

Town of Charlotte C.H. (Maint: 19) 0.99 0%47

S SR 40

0.688

Thomas Jefferson Hwy 12000 1% 2% 0.101 11000G F1% 16% F G

N SR 40

80%

From:

To:

Town of Charlotte C.H. (Maint: 19)40 0.10 0%47

N SR 40 G. W. Hwy

0.525

Thomas Jefferson Hwy 1600 1% 1% 0.090 1600G F2% 9% C G

NCL Charlotte C.H.

87%

From:To:

Town of Charlotte C.H. (Maint: 19) 0.98 0%47 0.604

1600 1% 1% 0.090 1600N F2% 9% N N

19-660 Taro Rd

87%

From:To:

Charlotte County 3.47 0%47 0.604

Thomas Jefferson Hwy 1500 1% 2% 0.091 1400G F4% 11% C G

19-649 Madisonville

82%

From:

To:

Charlotte County 7.02 0%47 0.536

Thomas Jefferson Hwy 1800 1% 1% 0.087 1800G F2% 13% C G

Prince Edward County Line

83%

From:

To:

Charlotte County 2.82 0%47

Charlotte County Line

0.601

Thomas Jefferson Hwy 2000 1% 1% 0.09 1900G F3% 12% C G

Appomattox County Line

84%

From:

To:

Charlotte County 1.59 0%47

Prince Edward County Line

0.612

Thomas Jefferson Hwy 2900 1% 1% 0.092 2800F F1% 4% F F

SCL Pamplin City

93%

From:

To:

Appomattox County 0%47 0.631

Thomas Jefferson Hwy 2900 1% 1% 0.092 2800N F1% 4% N N

Bus US 460

93%To:

Town of Pamplin City (Maint: 06) 0%47 0.631

Wardensville Pike 2800 1% 1% 0.151 2500A A0% 4% C A

West Virginia State Line

34-600 Pifer Rd

94%

From:To:

From:

Frederick County55 4.83 0%48 0.697

Wardensville Pike 4100 1% 1% 0.091 3600F F1% 5% F F

Shenandoah County Line

92%

From:

To:

Frederick County55 0.70 0%48

Frederick County Line

0.682

John Marshall Hwy 5900 1% 1% 0.091 5200F F1% 4% F F

85-628 Lebanon Church

93%

From:To:

Shenandoah County55 4.90 0%48 0.604

John Marshall Hwy 7300 0% 1% 0.094 6400F F1% 3% C F

I-81

95%To:

Shenandoah County55 3.80 0%48 0.587

Blue Ridge Parkway 560 NA NAO

North Carolina State Line

SR 89 Skyline HwyFrom:

To:

From:

Grayson County (Maint: 999) 1.1348

Blue Ridge Parkway 560 NA NAO

Grayson County LineFrom:

To:

Grayson County (Maint: 999) 3.5648

Blue Ridge Parkway 660 NA NAO

US 52From:

To:

Carroll County (Maint: 999) 12.7548

Blue Ridge Parkway 890 NA NAO

Patrick County LineTo:

Carroll County (Maint: 999) 15.5948

1736/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Blue Ridge Parkway 690 NA NAO

Carroll County Line

US 58From:

To:

From:

Patrick County (Maint: 999) 6.3348

Blue Ridge Parkway 1000 NA NAO

Floyd County LineFrom:

To:

Patrick County (Maint: 999) 0.4248

Patrick County Line

Blue Ridge Parkway 1000 NA NAO

Patrick County LineFrom:

To:

Floyd County (Maint: 999) 5.9248

Floyd County Line

Blue Ridge Parkway 820 NA NAO

Floyd County LineFrom:

To:

Patrick County (Maint: 999) 0.8848

Patrick County Line

Blue Ridge Parkway 820 NA NAO

SR 8From:

To:

Floyd County (Maint: 999) 5.2348

Blue Ridge Parkway 550 NA NAO

Franklin County LineFrom:

To:

Floyd County (Maint: 999) 11.6248

Floyd County Line

Blue Ridge Parkway 550 NA NAO

Floyd County LineFrom:

To:

Franklin County (Maint: 999) 1.5148

Franklin County Line

Blue Ridge Parkway 510 NA NAO

US 221From:

To:

Floyd County (Maint: 999) 16.0548

Blue Ridge Parkway 510 NA NAO

Roanoke County LineFrom:

To:

Floyd County (Maint: 999) 0.0348

Floyd County Line

Blue Ridge Parkway 510 NA NAO

US 220From:

To:

Roanoke County (Maint: 999) 14.6948

Blue Ridge Parkway 2400 NA NAO

Urban BoundaryFrom:

To:

Roanoke County (Maint: 999) 2.1248

Blue Ridge Parkway 2400 NA NAO

SR 24From:

To:

Roanoke County (Maint: 999) 6.6748

Blue Ridge Parkway 2400 NA NAO

Botetourt County LineFrom:

To:

Roanoke County (Maint: 999) 3.6448

Roanoke County Line

Blue Ridge Parkway 2400 NA NAO

US 221, US 460From:

To:

Botetourt County (Maint: 999) 2.9748

Blue Ridge Parkway 530 NA NAO

Bedford County LineFrom:

To:

Botetourt County (Maint: 999) 12.7248

Botetourt County Line

Blue Ridge Parkway 530 NA NAO

SR 43From:

To:

Bedford County (Maint: 999) 2.1848

Blue Ridge Parkway 840 NA NAO

Botetourt County LineTo:

Bedford County (Maint: 999) 1.8048

1746/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Blue Ridge Parkway 840 NA NAO

Bedford County Line

SR 43From:

To:

From:

Bedford County (Maint: 999) 3.1148

Blue Ridge Parkway 290 NA NAO

Bedford County LineFrom:

To:

Bedford County (Maint: 999) 11.1948

Botetourt County Line

Blue Ridge Parkway 290 NA NAO

US 501From:

To:

Bedford County (Maint: 999) 10.7048

Blue Ridge Parkway 520 NA NAO

Amherst County LineFrom:

To:

Bedford County (Maint: 999) 0.1948

Bedford County Line

Blue Ridge Parkway 520 NA NAO

SR 130From:

To:

Amherst County (Maint: 999) 2.3848

Blue Ridge Parkway 280 NA NAO

Rockbridge County LineFrom:

To:

Amherst County (Maint: 999) 15.8648

Amherst County Line

Blue Ridge Parkway 250 0.162 230G F G

US 60From:

To:

Rockbridge County (Maint: 999) 0.1548 0.637

Blue Ridge Parkway 300 NA NAO

Nelson County LineFrom:

To:

Rockbridge County (Maint: 999) 18.2948

Rockbridge County Line

Blue Ridge Parkway 300 NA NAO

SR 56From:

To:

Nelson County (Maint: 999) 0.0848

Blue Ridge Parkway 390 NA NAO

Augusta County LineFrom:

To:

Nelson County (Maint: 999) 11.0948

Nelson County Line

Blue Ridge Parkway 480 NA NAO

US 250From:

To:

Augusta County (Maint: 999) 15.9748

Skyline Dr 390 NA NAO

Albemarle County LineFrom:

To:

Augusta County (Maint: 999) 18.1748

Augusta County Line

Skyline Dr 390 NA NAO

Rockingham County LineFrom:

To:

Albemarle County (Maint: 999) 3.6548

Albemarle County Line

Skyline Dr 390 NA NAO

Greene County LineFrom:

To:

Rockingham County (Maint: 999) 8.4448

Rockingham County Line

Skyline Dr 390 NA NAO

Rockingham County LineFrom:

To:

Greene County (Maint: 999) 2.0848

Greene County Line

Skyline Dr 390 NA NAO

Greene County LineFrom:

To:

Rockingham County (Maint: 999) 3.2648

Rockingham County Line

Skyline Dr 390 NA NAO

Rockingham County LineTo:

Greene County (Maint: 999) 1.3348

1756/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Skyline Dr 390 NA NAO

Greene County Line

Greene County LineFrom:

To:

From:

Rockingham County (Maint: 999) 1.9348

Rockingham County Line

Skyline Dr 390 NA NAO

Rockingham County LineFrom:

To:

Greene County (Maint: 999) 1.0148

Greene County Line

Skyline Dr 390 NA NAO

US 33From:

To:

Rockingham County (Maint: 999) 0.1048

Skyline Dr 800 NA NAO

Greene County LineFrom:

To:

Rockingham County (Maint: 999) 2.6948

Rockingham County Line

Skyline Dr 800 NA NAO

Rockingham County LineFrom:

To:

Greene County (Maint: 999) 1.3348

Greene County Line

Skyline Dr 800 NA NAO

Page County LineFrom:

To:

Rockingham County (Maint: 999) 2.5348

Rockingham County Line

Skyline Dr 800 NA NAO

Madison County LineFrom:

To:

Page County (Maint: 999) 7.7748

Page County Line

Skyline Dr 800 NA NAO

Rappahannock County LineFrom:

To:

Madison County (Maint: 999) 14.7748

Madison County Line

Skyline Dr 800 NA NAO

Page County LineFrom:

To:

Rappahannock County (Maint: 999) 4.9948

Rappahannock County Line

Skyline Dr 800 NA NAO

US 211From:

To:

Page County (Maint: 999) 0.0648

Skyline Dr 650 NA NAO

Rappahannock County LineFrom:

To:

Page County (Maint: 999) 3.0148

Page County Line

Skyline Dr 650 NA NAO

Page County LineFrom:

To:

Rappahannock County (Maint: 999) 4.4148

Rappahannock County Line

Skyline Dr 650 NA NAO

Rappahannock County LineFrom:

To:

Page County (Maint: 999) 2.0948

Page County Line

Skyline Dr 650 NA NAO

Warren County LineFrom:

To:

Rappahannock County (Maint: 999) 5.9248

Rappahannock County Line

Skyline Dr 650 NA NAO

Rappahannock County LineFrom:

To:

Warren County (Maint: 999) 1.6948

Warren County Line

Skyline Dr 650 NA NAO

Warren County LineTo:

Rappahannock County (Maint: 999) 3.8748

1766/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Skyline Dr 650 NA NAO

Rappahannock County Line

US 340; Front RoyalTo:

From:

Warren County (Maint: 999) 10.4748

Florence Ave 1800 0% 2% 0.102 1700F F1% 12% C F

North Carolina State Line

SR 96 Seventh St

85%

From:

To:

From:

Town of Virgilina (Maint: 41)96 0.13 0%49

SR 96 Florence Ave

0.55

Seventh St 810 1% 2% 0.104 820G F1% 16% C G

ECL Virgilina

80%

From:To:

Town of Virgilina (Maint: 41) 0.47 0%49 0.548

810 1% 2% 0.104 820N F1% 16% N N

Mecklenburg County Line

80%

From:

To:

Halifax County 2.05 0%49

Halifax County Line

0.548

Earl Davis Gregory Hwy 1200 1% 1% 0.098 1200G F1% 9% C G

US 58 West Clarksville

87%

From:

To:

Mecklenburg County 8.64 0%49

US 58 East of Clarksville

0.515

7300 1% 1% 0.089 7500G F1% 13% F G

Bus US 58

84%

Bus From:

To:

Mecklenburg County58 1.26 0%49

US 58; 58-815

0.567

Virginia Ave 3400 0% 0% 0.104 3500N F0% 1% N N

WCL Clarksville

98%

Bus From:

To:

Town of Clarksville (Maint: )58 0.55 0%49 0.511

Virginia Ave 3400 0% 0% 0.104 3500G F0% 1% C G

US 15, US 58

98%

Bus From:

To:

Town of Clarksville (Maint: 58)58 0.97 0%49

US 15 W, College St

0.511

Virginia Ave 5800 0% 0% 0.087 5700G F0% 0% C G

NCL Clarksville

99%

Bus From:

To:

15 58 0.88 0%49 0.533

5800 0% 0% 0.087 5700N F0% 0% N N

US 58 EAST OF CLARKSVILLE

99%

From:To:

Mecklenburg County15 58 0.84 0%49 0.533

4700 1% 1% 0.087 4600G F2% 7% F G

US 15 NEAR DORTCH STORE

90%

From:To:

Mecklenburg County15 1.60 0%49 0.595

2000 1% 1% 0.097 2000G F0% 2% C G

58-609 Trottinridge Rd

95%

From:To:

Mecklenburg County 2.06 0%49 0.532

1800 2% 1% 0.117 1700G F1% 2% C G

58-696 New Hope Rd

94%

From:To:

Mecklenburg County 5.90 0%49 0.528

1600 2% 1% 0.104 1500G F1% 2% C G

WCL Chase City

94%

From:

To:

Mecklenburg County 3.92 0%49 0.581

W Second St 1600 2% 2% 0.100 1500G F1% 2% C G

SR 92

94%

From:

To:

Town of Chase City (Maint: 58) 0.23 0%49 0.565

W Second St 4400 1% 1% 0.093 4300G F1% 5% C G

Endly St

92%

From:

To:

Town of Chase City (Maint: 58)92 0.56 0%49 0.545

E Second St 5300 2% 2% 0.094 5200G F1% 2% F G

N Main St

94%To:

Town of Chase City (Maint: 58)92 0.19 0%49 0.539

1776/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

N Main St 6000 2% 2% 0.093 5900G F1% 2% F G

E Second St

E Fifth St

94%

From:To:

From:

Town of Chase City (Maint: 58)47 0.24 0%49 0.517

N Main St 6800 1% 1% 0.101 6600G F1% 2% C G

SR 47

95%

From:To:

Town of Chase City (Maint: 58)47 1.02 0%49 0.520

1100 1% 1% 0.107 1000G F1% 5% C G

Lunenburg County Line

92%

From:

To:

Mecklenburg County 3.95 0%49

Mecklenburg County Line

0.512

Courthouse Rd 920 1% 1% 0.126 900G F0% 6% C G

SR 40 Lunenburg County Rd

92%

From:

To:

Lunenburg County 11.28 0%49

SR 40 S

0.583

Courthouse Rd 2200 1% 1% 0.101 2100G F1% 5% C G

55-675

91%

From:

To:

Lunenburg County40 0.14 0%49 0.536

Courthouse Rd 2600 2% 1% 0.106 2600G F0% 4% C G

CL Victoria

93%

From:

To:

Lunenburg County40 2.17 0%49 0.574

2600 2% 1% 0.106 2600N F0% 4% N N

SR 40 N

93%

From:

To:

Town of Victoria (Maint: 55)40 1.08 0%49

SR 40; Eighth St

0.574

Earl Davis Gregory Hwy 3300 0% 1% 0.101 3200G F1% 4% F G

55-1017 13th St

94%

From:

To:

Town of Victoria (Maint: 55) 0.51 0%49 0.511

Nottoway Blvd 2900 0% 1% 0.1 2800G F1% 4% C G

NCL Victoria

94%

From:

To:

Town of Victoria (Maint: 55) 0.65 0%49 0.604

Earl Davis Gregory Hwy 2900 0% 1% 0.1 2800N F1% 4% N N

Nottoway County Line

94%

From:

To:

Lunenburg County 4.88 0%49

Lunenburg County Line

0.604

The Falls Rd 1200 1% 1% 0.11 1200G F0% 3% C G

67-633 Lone Pine Rd

95%

From:To:

Nottoway County 8.54 0%49 0.605

The Falls Rd 2100 1% 1% 0.088 2100G F1% 3% C G

SCL Crewe

94%

From:To:

Nottoway County 0.46 0%49 0.554

Earl Davis Gregory Hwy 2100 1% 1% 0.088 2100N F1% 3% N N

US 460, East Virginia Ave

94%

From:

To:

Town of Crewe (Maint: 67) 0.15 0%49

US 460 East

0.554

Virginia Ave 9900 1% 1% 0.081 10000G F1% 10% F G

US 460 West

87%

From:

To:

Town of Crewe (Maint: 67)460 1.80 0%49

US 460, West Virginia Ave

0.506

Watsons Wood Rd 1700 1% 1% 0.087 1700G F1% 5% C G

NCL Crewe

92%

From:

To:

Town of Crewe (Maint: 67) 0.34 0%49 0.526

Watsons Wood Rd 1700 1% 1% 0.087 1700N F1% 5% N N

US 360 East of Burkeville

92%To:

Nottoway County 1.55 0%49 0.526

Northwestern Pike 8100 0% 0% 0.091 8100F F1% 0% C F

West Virginia State Line

34-751 E; Gore Rd

98%To:

From:

Frederick County 4.35 0%50 0.722

1786/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Northwestern Pike 12000 0% 1% 0.088 12000G F1% 1% F G

34-751 E; Gore Rd

34-614 Back Mountain Rd

97%

From:To:

From:

Frederick County 4.80 0%50 0.730

Northwestern Pike 5300 1% 1% 0.106 5600F F1% 36% C F

34-803 Round Hill Rd West

60%

From:To:

Frederick County 2.45 2%50

Northwestern Pike 17000 0% 1% 0.094 18000G F0% 2% C G

SR 37

97%

From:To:

Frederick County 2.59 0%50 0.736

Northwestern Pike 18000 1% 1% 0.086 19000G F0% 0% F G

WCL Winchester

98%

From:To:

Frederick County 0.14 0%50 0.612

Amherst St 16000 1% 1% 0.093 17000F F0% 0% F F

Fox Dr

98%

From:

To:

City of Winchester 0.64 0%50 0.648

Amherst St 12000 1% 1% 0.091 13000F F0% 0% C F

Boscawen St

98%

From:

To:

City of Winchester 0.75 0%50

Amherst St

0.552

Boscawen St 8400 1% 1% 0.087 8900F F0% 0% F F

Braddock St

98%

From:

To:

City of Winchester 0.37 0%50

Boscawen St

0.523

Braddock St 5600 1% 1% 0.098 5900F F0% 0% C F

Gerrard St

98%

From:

To:

City of Winchester11P

50 522P

0.53 0%50

Braddock St

11000 1% 1% 0.093 11000F F0% 0% C F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.817

Gerrard St 5500 1% 1% 0.086 5800F F0% 0% F F

Valley Ave

98%

From:

To:

City of Winchester522P

0.07 0%50 0.514

Gerrard St 6900 1% 1% 0.085 7200F F1% 1% F F

US 11 Cameron St

97%

From:To:

City of Winchester11P

522 0.10 0%50 0.56

Millwood Ave 9600 0% 1% 0.086 10000F F0% 1% F F

University Drive

97%

From:To:

City of Winchester17 522 0.75 0%50 0.547

Millwood Ave 12000 1% 1% 0.086 13000F F1% 4% F F

Jubal Early Dr

94%

From:To:

City of Winchester17 522 0.05 0%50 0.501

Millwood Ave 27000 0% 1% 0.087 29000G F0% 1% C G

US 50 Par, Millwood Ave

98%

From:

To:

City of Winchester17 522 0.13 0%50

US 50 Par; Jubal Early Dr

0.501

Millwood Pike 27000 0% 1% 0.087 29000N F0% 1% N N

I-81

98%

From:

To:

City of Winchester17 522 0.02 0%50 0.501

Millwood Pike 15000 1% 1% 0.096 16000N F1% 2% N N

ECL Winchester

95%

From:

To:

City of Winchester (Maint: 34)17 522 0.09 0%50 0.598

Millwood Pike 15000 1% 1% 0.096 16000N F1% 2% N N

US 522 Front Royal Pike

95%

From:

To:

Frederick County17 522 0.23 0%50 0.598

Millwood Pike 15000 1% 1% 0.096 16000G F1% 2% C G

34-723 Carpers Valley Rd

95%To:

Frederick County17 2.71 0%50 0.598

1796/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Millwood Pike 3600 1% 1% 0.08 3800F F1% 36% F F

34-723 Carpers Valley Rd

Clarke County Line

60%

From:

To:

From:

Frederick County17 2.72 2%50

Frederick County Line

Millwood Pike 11000 1% 1% 0.094 11000G F1% 3% F G

US 340 South of Boyce

94%

From:To:

Clarke County17 1.67 0%50 0.657

Millwood Pike 12000 1% 1% 0.091 12000G F1% 3% F G

SR 255 Bishop Meade Rd

94%

From:To:

Clarke County17 2.83 0%50 0.683

Millwood Pike 13000 1% 1% 0.095 13000G F1% 3% C G

21-723 Millwood Rd

94%

From:To:

Clarke County17 1.97 0%50 0.651

John S Mosby Hwy 13000 1% 1% 0.093 13000G F1% 3% F G

Fauquier County Line

94%

From:

To:

Clarke County17 3.44 0%50

Clarke County Line

0.697

John S Mosby Hwy 11000 1% 1% 0.1 11000G F1% 3% C G

US 17 Winchester Rd, Paris

95%

From:

To:

Fauquier County (Maint: 53)17 1.11 0%50 0.723

John S Mosby Hwy 5400 0% 1% 0.108 5300F F1% 1% F F

Loudoun County Line

96%

From:

To:

Fauquier County (Maint: 53) 5.71 0%50

Fauquier County Line

0.858

John S Mosby Hwy 6000 1% 1% 0.107 5800F F2% 2% F F

30-623 E, Rokeby Rd

94%

From:

To:

Fauquier County (Maint: 53) 0.08 0%50 0.805

John S Mosby Hwy 5900 0% 1% 0.106 5800F F1% 0% C F

Fauquier County Line

97%

From:

To:

Fauquier County (Maint: 53) 0.52 0%50

Loudoun County Line

0.812

John S Mosby Hwy 6500 1% 1% 0.126 6400F F0% 4% F F

53-611 Saint Louis Rd

94%

From:To:

Fauquier County (Maint: 53) 2.10 0%50 0.801

John S Mosby Hwy 7400 1% 1% 0.103 7300F F1% 15% C F

Loudoun County Line

81%

From:

To:

Fauquier County (Maint: 53) 2.03 1%50

Fauquier County Line

0.769

John S Mosby Hwy 8600 1% 1% 0.103 8500F F1% 3% F F

WCL Middleburg

95%

From:To:

Loudoun County 0.63 0%50 0.788

Washington St W 8700 0% 1% 0.101 8600F F1% 0% C F

W 53-626 The Plains Rd

97%

From:To:

Town of Middleburg (Maint: 53) 0.61 0%50 0.786

Washington St 8600 1% 2% 0.102 8400F F2% 3% C F

ECL Middleburg

92%

From:To:

Town of Middleburg (Maint: 53) 0.65 0%50 0.712

John S Mosby Hwy 8200 1% 1% 0.103 8100F F0% 1% F F

US 15 Near Aldie

97%

From:

To:

Loudoun County 5.89 0%50 0.744

John S Mosby Hwy 18000 0% 1% 0.082 18000F F1% 2% C F

53-827 Pinebrook Rd

96%

From:

To:

Loudoun County 5.77 0%50 0.827

John S Mosby Hwy 30000 1% 1% 0.082 32000G F1% 1% F G

53-606 Old Ox Rd

96%To:

Loudoun County 0.51 0%50 0.827

1806/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

John S Mosby Hwy 36000 1% 1% 0.082 38000G F1% 1% F G

53-606 Old Ox Rd

Fairfax County Line

96%

From:

To:

From:

Loudoun County 2.75 0%50

Loudoun County Line

0.731

Lee Jackson Hwy 51000 1% 1% 0.074 56000G F0% 0% F G

SR 28 Dulles Airport

98%

From:To:

Fairfax County 2.06 0%50 0.591

Lee Jackson Hwy 52000 1% 1% 0.085 57000G B0% 0% C G

SR 286 Fairfax County Pkwy

98%

From:To:

Fairfax County 3.18 0%50 0.532

Lee Jackson Hwy 52000 1% 1% 0.077 57000G F0% 0% F G

29-608 West Ox Rd

98%

From:To:

Fairfax County 1.25 0%50 0.531

Lee Jackson Hwy 71000 1% 1% 0.081 78000G F0% 0% F G

I-66

98%

From:

To:

Fairfax County 1.07 0%50 0.54

Lee Jackson Hwy 42000 1% 1% 0.081 46000G F0% 0% F G

WCL Fairfax

98%

From:

To:

Fairfax County 0.89 0%50 0.584

Lee Jackson Hwy 24000 1% 1% 0.077 26000G F0% 0% F G

US 29 S, Lee Highway

98%

From:

To:

City of Fairfax 0.57 0%50 0.616

Lee Highway 22000 0% 0% 0.083 24000G F0% 0% F G

SR 123 Chain Bridge Rd

99%

From:

To:

City of Fairfax29 0.96 0%50 0.541

Lee Highway 21000 0% 0% 0.075 23000G F0% 0% F G

University Dr

99%

From:

To:

City of Fairfax29 0.21 0%50 0.629

Lee Highway 27000 0% 0% 0.081 29000G F0% 0% F G

Plantation Parkway

99%

From:

To:

City of Fairfax29 0.59 0%50 0.604

Lee Hwy 37000 0% 0% 0.083 40000G F0% 0% F G

Draper Drive

99%

From:To:

City of Fairfax29 0.68 0%50 0.626

Lee Highway 28000 0% 0% 0.091 30000F F0% 0% F F

US 29 N, Lee Highway

99%

From:To:

City of Fairfax29 0.28 0%50 0.517

Arlington Blvd 33000 1% 1% 0.080 36000G F0% 0% F G

SR 237 Pickett Rd

98%

From:To:

City of Fairfax237 0.28 0%50 0.543

Arlington Blvd 28000 1% 1% 0.085 31000N F0% 0% N N

ECL Fairfax

98%

From:To:

City of Fairfax 0.03 0%50 0.592

Arlington Blvd 28000 1% 1% 0.085 31000G F0% 0% F G

I-495 Capital Beltway

98%

From:

To:

Fairfax County 2.77 0%50 0.592

Arlington Blvd 41000 0% 1% 0.096 43000A A0% 0% C A

SR 7 Leesburg Pike

98%

From:

To:

Fairfax County 3.24 0%50 0.514

Arlington Blvd 41000 0% 1% 0.093 43000G F0% 0% F G

Arlington County Line

98%

From:

To:

Fairfax County 1.30 0%50

Fairfax County Line

0.623

Arlington Blvd 49000 0% 1% 0.086 52000G F0% 0% F G

SR 120 Glebe Rd

98%To:

Arlington County 2.03 0%50 0.653

1816/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Arlington Blvd 52000 0% 1% 0.083 56000G F0% 0% F G

SR 120 Glebe Rd

SR 27 Washington Blvd

98%

From:To:

From:

Arlington County 0.97 0%50 0.576

Arlington Blvd 48000 0% 1% 0.09 51000G F0% 0% F G

District of Columbia Line

98%To:

Arlington County 2.02 0%50 0.571

Ramp to I-81 N at Exit 313 12000 1% 1% 0.098 12000G F1% 6% C G

US 50 Millwood Pike

I-81 North

92%To:

From:

Frederick County 0.28 0%50

Ramp 28000 0.081 28000G F G

US 50-E069B US 50-W069B FROM RT 5

US 50-E069B US 50-W069B FROM RT 5To:

From:

Fairfax County 0.2050

Ramp to I-81 S at Exit 313 4900 0.101 4900G F G

US 50 Millwood Ave; Jubal Early Dr

I-81 SouthTo:

From:

Frederick County

East

50

Ramp 5500 0.118 5500G F G

US 50 TO RT 66 WEST

I-66-W FROM RT 50 EASTTo:

From:

Fairfax County 0.22

East

50

Ramp NA NA NA

US 50 TO RT 66 EAST

US 50-W069B US 50- 69B FROM RT 5To:

From:

Fairfax County 0.31

East

50

Ramp NA NA NA

US 50 TO RT 495 SOUTH

29-650- 3A FROM RT 650 NORTH TO 495 SOEast From:

To:

From:

Fairfax County 0.23

East

50

Ramp 8600 0.086 8600G F G

I-495-S051X FROM RT 50 EAST-ARLINGTON BTo:

Fairfax County 0.2350

Ramp 6100 0.077 6100G F G

US 50 I-495-N051B TO & FROM RT 49

I-495-N From RT 50 EastTo:

From:

Fairfax County 0.22

East

50

Ramp 4500 0.111 4500G F G

US 50 TO RT 66

I-66-w From RT 50 WestTo:

From:

Fairfax County 0.34

West

50

Ramp 4200 1% 1% 0.083 4600G F0% 0% F G

US 50 W, Lee Jackson Hwy

US 50 E Ramp to I-66 East

98%To:

From:

Fairfax County 0.19 0%

West

50

Ramp NA NA NA

US 50 TO RT 65000- GALLOWS ROAD

I-495-S From RT 50 WestTo:

From:

Fairfax County 0.15

West

50

Ramp NA NA NA

US 50 TO RT 495

US 50-W076C TO RT 495 NORTHTo:

From:

Fairfax County 0.15

West

50

1826/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp NA NA NA

US 50-W076C TO RT 495 NORTH

29-6928- C FROM FAIRVIEW PARK DRIVE69West From:

To:

From:

Fairfax County 0.04

West

50

Ramp 6900 0.089 6900G F G

I-495-S051X FROM RT 50 WEST-ARLINGTON BTo:

Fairfax County 0.4250

Ramp NA NA NA

US 50-W076B TO RT 495 NORTH

29-6928- B FROM FAIRVIEW PARK DRIVEWest From:

To:

From:

Fairfax County 0.05

West

50

Ramp 11000 0.09 11000G F G

I-495-N FROM RT 50 WEST00- ARLINGTON BLVTo:

Fairfax County 0.4450

Braddock St 5100 1% 1% 0.089 5400F F0% 0% F F

Boscawen St

Piccadilly St

98%

From:

To:

From:

City of WinchesterP

522P

11 522P

0.17 0%50

Braddock St

11000 1% 1% 0.088 11000F F0% 0% F F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.670

0.504

Piccadilly St 7300 0% 1% 0.096 7800F F0% 0% C F

Cameron St

99%

From:

To:

City of WinchesterP

7 522P

0.18 0%50

Piccadilly St

8500 0% 1% 0.091 9000F F0% 0% F F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.630

0.525

Cameron St 5700 1% 1% 0.088 6000F F0% 0% F F

Boscawen St

98%

From:

To:

City of WinchesterP

11P

11 522 0.17 0%50

11000 1% 1% 0.088 11000F F0% 0% F F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.643

0.504

Cameron St 5100 1% 1% 0.09 5400F F0% 0% C F

US 50 Millwood Ave

98%

To:

City of WinchesterP

11P

11 522 0.53 0%50

11000 1% 1% 0.093 11000F F0% 0% C F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.550

0.817

2500 0% 1% 0.093 2600N F0% 0% N N

W US 58; Riverside Dr

WCL Danville

98%

From:To:

From:

Pittsylvania County 0.16 0%51 0.555

Westover Dr 2500 0% 1% 0.093 2600G F0% 0% F G

Lamberth Dr

98%

From:To:

City of Danville 3.03 0%51 0.555

Westover Dr 5700 0% 1% 0.092 6100G F0% 0% C G

Blair Loop Rd

98%

From:To:

City of Danville 1.33 0%51 0.577

Westover Dr 7400 0% 1% 0.089 7900G F0% 0% F G

Park Ave

98%

From:

To:

City of Danville 0.70 0%51 0.547

Westover Dr 6800 0% 1% 0.091 7200G F0% 0% C G

E US 58; Riverside Dr

98%To:

City of Danville 0.98 0%51 0.543

Fancy Gap Highway 5800 0% 1% 0.089 6100G F1% 1% C G

North Carolina State Line

17-691 Bear Trail

97%To:

From:

Carroll County 4.41 0%52 0.575

1836/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Fancy Gap Highway 3700 0% 1% 0.083 3900G F1% 1% F G

17-691 Bear Trail

SR 148 Chances Creek Rd

97%

From:To:

From:

Carroll County 5.01 0%52 0.502

Fancy Gap Highway 3200 0% 1% 0.082 3300N F1% 1% N N

0.09 MN SR 148

97%

From:

To:

Carroll County 0.09 0%52

0.09 MN SR 148 Chances Creek Rd

0.505

Fancy Gap Highway 3200 0% 1% 0.082 3300G F1% 1% C G

17-702 Stable Rd

97%

From:To:

Carroll County 4.72 0%52 0.505

Fancy Gap Highway 4000 0% 1% 0.086 4200N F1% 1% N N

SCL Hillsville

97%

From:To:

Carroll County 0.28 0%52 0.517

Main St 4000 0% 1% 0.082 4200G F1% 1% F G

US 58 West Stuart Dr

97%

From:

To:

Town of Hillsville (Maint: 17) 1.92 0%52 0.505

Main St 2200 0% 1% 0.091 2300G F2% 1% F G

NCL Hillsville

95%

From:

To:

Town of Hillsville (Maint: 17) 2.23 0%52 0.583

Poplar Camp Rd 2200 0% 1% 0.091 2300N F2% 1% N N

17-705 Coon Ridge Road

95%

From:

To:

Carroll County 1.17 0%52 0.583

Poplar Camp Rd 1200 0% 1% 0.092 1300G F2% 1% F G

17-620 Coulson Church Rd

95%

From:

To:

Carroll County 3.15 0%52 0.59

Poplar Camp Rd 680 0% 1% 0.090 720G F2% 1% C G

Wythe County Line

95%

From:

To:

Carroll County 4.46 0%52

Carroll County Line

0.623

Fort Chiswell Rd 1800 1% 1% 0.116 1700G F2% 2% C G

98-607 Castleton Rd

94%

From:

To:

Wythe County 0.31 0%52 0.681

Fort Chiswell Rd 1700 2% 1% 0.115 1700G F2% 2% C G

98-619 Major Grahams Rd

94%

From:To:

Wythe County 3.16 0%52 0.656

Fort Chiswell Rd 2600 1% 1% 0.098 2600G F1% 1% C G

98-736 Apache Run

95%

From:To:

Wythe County 0%52 0.61

Fort Chiswell Rd 7200 1% 1% 0.091 7200G F1% 1% F G

S I-81

95%

From:

To:

Wythe County 0%52

US 52 Fort Chiswell Rd

0.589

Ramp to I-81 S at Exit 80 2800 0.105 2800F F F

SR-00121(U)/IS-00081-S080A(R)/US-00052- 036B(From:

To:

Wythe County52 0.1652

I-81

S I-81From:

To:

Wythe County81 77 77 2.31 See I-81 for directional traffic volume estimates for this segment.52

US 11

48000 1% 1% 0.113 46000A A1% 27% F A68% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.566

F-43To:

Wythe County81 77 77 2.37 See I-81 for directional traffic volume estimates for this segment.52

51000 1% 1% 0.1 48000F F1% 27% C F68% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.515

1846/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

US 11

NCL WythevilleFrom:

To:

From:

Town of Wytheville (Maint: 98)81 77 77 0.93 See I-81 for directional traffic volume estimates for this segment.52

US 11

51000 1% 1% 0.1 48000F F1% 27% C F68% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.515

US 11From:

To:

Town of Wytheville (Maint: 98)81 77 77 1.29 See I-81 for directional traffic volume estimates for this segment.52

45000 1% 1% 0.116 43000A A1% 27% F A68% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.555

I-77 WythevilleFrom:

To:

Town of Wytheville (Maint: 98)81 1.99 See I-81 for directional traffic volume estimates for this segment.52

US 11

28000 1% 1% 0.105 28000A A1% 20% F A76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.508

Ramp I-81 S Exit 70 to US 21; US 58

IS-00081-S(B)/IS-00081-S070A(R)/TO RTS 52 , 2From:

To:

Town of Wytheville (Maint: 98)81 0.27 See I-81 for directional traffic volume estimates for this segment.52

Maintenance Break

4th St 2300 0% 1% 0.095 2500G F1% 1% C G

WCL Wytheville

98%

From:

To:

Town of Wytheville 1.89 0%52 0.555

Stoney Fork Rd 1200 1% 2% 0.103 1100G F3% 1% C G

98-680 Black Lick Rd

93%

From:

To:

Wythe County 2.67 0%52 0.556

Stoney Fork Rd 810 0% 2% 0.11 800G F5% 2% C G

Bland County Line

91%

From:

To:

Wythe County 7.32 0%52

Wythe County Line

0.570

South Scenic Hwy 150 1% 3% 0.135 150G F3% 8% C G

SR 42 West of Bland C.H.

85%

From:

To:

Wythe County 4.18 0%52 0.571

South Scenic Hwy 1700 1% 1% 0.125 1600G F1% 1% C G

I-77 West of Bland C.H.

96%

From:To:

Bland County42 3.97 0%52 0.707

South Scenic Hwy 4200 1% 1% 0.107 4200G F1% 1% F G

SR 42 Bland C.H.

97%

From:To:

Bland County42 0.91 0%52 0.551

North Scenic Hwy 1000 1% 1% 0.115 1000G F1% 0% C G

10-615 S Angels Pass

97%

From:To:

Bland County 4.58 0%52 0.508

North Scenic Hwy 1300 1% 1% 0.123 1300G F1% 1% C G

10-666 Indian Village Trail

97%

From:To:

Bland County 2.05 0%52 0.638

North Scenic Hwy 450 0% 2% 0.128 450G F3% 2% C G

SR 61 Clear Fork Creek Hwy

93%

From:

To:

Bland County 6.14 0%52

SR 61 Wolf Creek Hwy

0.581

450 0% 2% 0.128 450N F3% 2% N N

I-77 West of Rocky Gap

93%

From:

To:

Bland County61 0.06 0%52 0.581

Clear Fork Creek Hwy 1900 1% 1% 0.132 1800G F3% 1% C G

SR 61 Wolf Creek Hwy

94%

From:

To:

Bland County61 0.38 0%52 0.541

North Scenic Hwy 790 1% 2% 0.121 790G F1% 1% C G

I-77

96%To:

Bland County 2.09 0%52 0.63

1856/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 180 0.149 180G F G

US 52 North Scenic Hwy

I-77 NorthFrom:

To:

From:

Bland County598 0.1052

SR 598

West Virginia State LineFrom:

To:

Bland County77P

52 0.79 See I-77 for directional traffic volume estimates for this segment.52

25000 1% 1% 0.070 22000G F1% 24% F G72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.5

End of Tunnel, West VirginiaTo:

Unknown County (Maint: 10)77P

52 0.50 See I-77 for directional traffic volume estimates for this segment.52

25000 1% 1% 0.070 22000G F1% 24% F G72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.5

Ramp to I-81 N at Exit 80 2600 0.092 2600F F F

US 52; SR 121

I-81 NorthTo:

From:

Wythe County 0.1552

Ramp to I-81 S at Exit 80 2800 0.105 2800F F F

US 52; SR 121

I-81 SouthTo:

From:

Wythe County 0.1652

Ramp to I-81 N at Exit 70 2600 0.1 2800F F F

US 21; US 58

I-81 NorthTo:

From:

Town of Wytheville (Maint: 98) 0.1552

Ramp to I-81 S at Exit 70 1200 0.098 1300F F F

US 21; US 58

I-81 SouthTo:

From:

Town of Wytheville (Maint: 98) 0.1652

Ramp 1300 0.100 1200G F G

US 52 South Scenic Hwy

I-77 SouthTo:

From:

Bland County 0.2452

Ramp 840 0.152 820G F G

US 52 South Scenic Hwy

I-77 NorthTo:

From:

Bland County 0.2452

Ramp 620 0.131 620G F G

US 52 Clear Fork Creek Hwy

I-77 SouthTo:

From:

Bland County 0.1852

Ramp 350 0.105 350G F G

US 52 Clear Fork Creek Hwy

I-77 NorthTo:

From:

Bland County 0.1652

Ramp

I-77 South

SR 598 E River Mountain RdFrom:

To:

From:

Bland CountyP

77 0.17 See I-77 for directional traffic volume estimates for this segment.52

SR 598

West Virginia State LineTo:

Bland CountyP

77 52 0.79 See I-77 for directional traffic volume estimates for this segment.52

25000 1% 1% 0.074 22000G F1% 24% F G72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.511

1866/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

West Virginia State Line

End of Tunnel, West VirginiaTo:

From:

Unknown County (Maint: 10)P

77 52 0.50 See I-77 for directional traffic volume estimates for this segment.52

25000 1% 1% 0.074 22000G F1% 24% F G72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.511

Thomas Jefferson Pkwy 9100 0% 1% 0.112 8900G F0% 0% F G

SR 20 Scottsville Rd

Monticello

99%

From:To:

From:

Albemarle County 1.75 0%53 0.816

Thomas Jefferson Pkwy 7800 0% 1% 0.122 7600G F0% 0% F G

02-795 James Monroe Pkwy

99%

From:To:

Albemarle County 1.42 0%53 0.899

Thomas Jefferson Pkwy 4900 0% 1% 0.135 4800G F0% 0% C G

02-729 Milton Rd

99%

From:To:

Albemarle County 2.56 0%53 0.911

Thomas Jefferson Pkwy 7400 0% 1% 0.106 7200G F0% 0% F G

Fluvanna County Line

99%

From:

To:

Albemarle County 3.78 0%53

Albemarle County Line

0.916

Thomas Jefferson Parkway 5900 0% 1% 0.108 6300G F0% 0% F G

32-660 Ruritan Lake Rd

99%

From:

To:

Fluvanna County 5.49 0%53 0.684

Thomas Jefferson Parkway 3900 0% 1% 0.108 4000G F0% 0% F G

US 15

99%To:

Fluvanna County 0%53 0.684

West Patrick Henry Rd 3400 0% 1% 0.096 3400F F1% 1% F F

US 33 Stanleys Corner

42-671 Scotchtown Road

97%

From:

To:

From:

Hanover County 0%54 0.623

West Patrick Henry Rd 3800 1% 1% 0.103 3800F F2% 9% C F

42-687 Yankeetown Road

87%

From:

To:

Hanover County 5.01 0%54 0.702

West Patrick Henry Rd 6000 1% 1% 0.093 5900F F1% 4% F F

NCL Ashland

93%

From:To:

Hanover County 1.71 0%54 0.674

Thompson St 6900 1% 1% 0.103 7300F F0% 1% C F

Dewey St

96%

From:

To:

Town of Ashland 0.96 0%54

Dewy Street

0.521

Thompson St 7700 1% 1% 0.09 8200F F0% 1% F F

Hanover Ave

96%

From:To:

Town of Ashland 0.50 0%54 0.554

England St 13000 1% 1% 0.088 14000F F0% 1% F F

US 1 Washington Hwy

96%

From:To:

Town of Ashland 0.56 0%54 0.517

England St 21000 1% 1% 0.084 22000G F1% 7% C G

I-95

90%

From:

To:

Town of Ashland 0.59 0%54 0.541

East Patrick Henry Rd 6100 1% 1% 0.097 6500F F1% 7% F F

ECL Ashland

90%

From:

To:

Town of Ashland 0.81 0%54 0.564

East Patrick Henry Rd 4400 0% 1% 0.099 4300F F1% 1% F F

US 301 Hanover Court House

98%To:

Hanover County 4.82 0%54 0.623

1876/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 7600 0.103 1000G F G

Ramp Merge

I-95 SouthTo:

From:

Town of Ashland (Maint: 42) 0.1154

Ramp 2300 0.096 1900G F G

Ramp Merge

I-95 NorthTo:

From:

Town of Ashland (Maint: 42) 0.2454

Ramp 8300 0.092 8300G F G

SR 54 TO RT 95

SR 54-W013A JB-42 FROTo:

From:

Town of Ashland (Maint: 42) 0.05

East

54

Ramp 3200 0.093 3200G F G

SR 54 TO RT 95

SR 54-W013B SR 54- 13B JB-42 FROTo:

From:

Town of Ashland (Maint: 42) 0.03

East

54

Ramp 830 0.118 830G F G

SR 54 TO AND FROM RT

SR 54- 13A SR 54-E013A JB-42 FROTo:

From:

Town of Ashland (Maint: 42) 0.03

West

54

Ramp 300 0.126 300G F G

SR 54 TO RT 95

SR 54- 13B SR 54-E013B JB-42 FROTo:

From:

Town of Ashland (Maint: 42) 0.02

West

54

Wardensville Pike 2800 1% 1% 0.151 2500A A0% 4% C A

West Virginia State Line

34-600 Pifer Rd

94%

From:

To:

From:

Frederick County48 4.83 0%55 0.697

Wardensville Pike 4100 1% 1% 0.091 3600F F1% 5% F F

Shenandoah County Line

92%

From:

To:

Frederick County48 0.70 0%55

Frederick County Line

0.682

John Marshall Hwy 5900 1% 1% 0.091 5200F F1% 4% F F

85-628 Lebanon Church

93%

From:To:

Shenandoah County48 4.90 0%55 0.604

John Marshall Hwy 7300 0% 1% 0.094 6400F F1% 3% C F

I-81

95%

From:To:

Shenandoah County48 3.80 0%55 0.587

John Marshall Hwy 4800 0% 1% 0.101 5100F F1% 2% C F

WCL Strasburg

96%

From:To:

Shenandoah County 1.02 0%55 0.510

John Marshall Hwy 3900 0% 0% 0.1 4200F F0% 0% F F

US 11 W, Massanutten St

99%

From:

To:

Town of Strasburg (Maint: 85) 0.64 0%55

US 11 Massanutten St

0.512

N Massanutten St 11000 0% 1% 0.092 12000F F1% 1% C F

US 11 Massanutten St

97%

From:

To:

Town of Strasburg (Maint: 85)11 0.23 0%55

US 11 E, Massanutten St

0.543

King St 5400 0% 1% 0.095 5800G F0% 2% C G

Eberly St

97%

From:

To:

Town of Strasburg (Maint: 85) 0.60 0%55 0.532

Front Royal Rd 4400 4% 0% 0.098 4700F F1% 0% F F

ECL Strasburg

95%

From:

To:

Town of Strasburg (Maint: 85) 0.58 0%55 0.555

Front Royal Rd 4500 1% 1% 0.101 4500F F0% 0% C F

Warren County Line

98%To:

Shenandoah County 0.99 0%55 0.565

1886/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Strasburg Rd 4500 1% 1% 0.101 4500N F0% 0% N N

Shenandoah County Line

93-626 Andrews Rd

98%

From:To:

From:

Warren County 4.91 0%55 0.565

Strasburg Rd 7000 1% 1% 0.090 7500F F2% 30% C F

WCL Front Royal

65%

From:To:

Warren County 2.30 2%55 0.606

Strasburg Rd 8300 0% 1% 0.093 8800G F1% 0% C G

US 340, US 522 Shenandoah Ave

98%

From:

To:

Warren County 0.90 0%55

US 522

0.629

Shenandoah Ave 26000 1% 1% 0.091 27000N F1% 1% N N

CL Front Royal

96%

From:To:

Warren County522 340 0.45 0%55 0.523

Shenandoah Ave 26000 1% 1% 0.091 27000G F1% 1% F G

14 ST

96%

From:

To:

Town of Front Royal522 340 0.34 0%55

Shenandoah Ave

0.523

14th St 21000 0% 2% 0.083 23000F F0% 0% C F

North Royal Ave

97%

From:

To:

522 340 0%55

14TH ST

0.504

North Royal Ave 19000 0% 1% 0.085 21000F F0% 0% C F

US 522; US 340

99%

From:

To:

Town of Front Royal522 340 0%55 0.505

North Royal Ave 13000 0% 0% 0.088 14000F F0% 0% C F

6th St

99%

From:

To:

Town of Front Royal340 0.25 0%55 0.516

North Royal Ave 12000 0% 1% 0.084 13000F F0% 0% C F

E Main St

98%

From:

To:

Town of Front Royal340 0.57 0%55 0.509

South Royal Ave 14000 1% 1% 0.086 15000F F0% 0% F F

US 340; South St

98%

From:

To:

Town of Front Royal340 0.40 0%55

US 340, S Royal Ave

0.564

South St 14000 1% 1% 0.085 15000F F1% 2% F F

US 522, S Commerce Ave

96%

From:To:

Town of Front Royal 0.54 0%55 0.553

John Marshall Hwy 13000 0% 1% 0.099 14000F F0% 0% F F

ECL Front Royal

98%

From:To:

Town of Front Royal 1.72 0%55 0.615

John Marshall Hwy 10000 0% 1% 0.096 10000F F1% 4% C F

SR 79 Apple Mountain Rd

93%

From:To:

Warren County 2.98 0%55 0.643

John Marshall Hwy 9300 1% 1% 0.099 9900F F2% 6% F F

Fauquier County Line

90%

From:

To:

Warren County 1.35 0%55

Warren County Line

0.502

John Marshall Hwy 700 0% 1% 0.130 690G F1% 1% C G

US 17 Winchester Rd

97%

From:

To:

Fauquier County 8.91 0%55

US 17 South of Delaplane

0.75

Winchester Rd 8300 1% 1% 0.080 8300G F0% 4% F G

I-66

94%

From:

To:

Fauquier County17 0.64 0%55

2US 17-P US 17-S225B TO I- 66 EAS

8300 0.079 NAG FCombined Traffic Estimates for 2 Parallel Roadways on this Route:

0.596

0.591

Ramp

I-66-E FROM RT US 17 SOUTHTo:

Fauquier County17 0.36 See US 17 for directional traffic volume estimates for this segment.55

1896/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

US 17

Bus US 17 Free State RdFrom:

To:

From:

Fauquier County66 17 3.36 See I-66 for directional traffic volume estimates for this segment.55

I-66-E TO RT 55 EAST & 721 SOUTH

44000 1% 1% 0.109 43000A A1% 7% F A90% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.632

Ramp

I-66,US 17 North of Marshall

Bus From:

To:

Fauquier County66 0.17 See I-66 for directional traffic volume estimates for this segment.55

I- 66, US 17 West of Marshall

Free State Rd 5400 0% 1% 0.091 5500N F1% 2% N N

FR 185 Grove Lane

96%

Bus From:To:

Fauquier County17 0%55 0.618

John Marshal Hwy 5400 0% 1% 0.091 5500G F1% 2% F G

Bus US 17 Marshall

96%

From:

To:

Fauquier County17 0.71 0%55 0.618

Main St East 4700 0% 1% 0.088 4800G F1% 2% C G

30-709 Belvoir Rd; Zulla Rd

96%

From:

To:

Fauquier County 2.04 0%55 0.628

John Marshall Hwy 2200 0% 1% 0.092 2200G F1% 2% F G

WCL The Plains

96%

From:

To:

Fauquier County 2.15 0%55 0.657

Main St 2200 0% 1% 0.092 2200N F1% 2% N N

SR 245 Fauquier Ave

96%

From:

To:

Town of The Plains (Maint: 30) 0.32 0%55 0.657

Main St 1800 0% 1% 0.105 1800G F1% 1% C G

ECL The Plains

97%

From:

To:

Town of The Plains (Maint: 30) 0.22 0%55 0.546

John Marshall Hwy 1800 0% 1% 0.105 1800N F1% 1% N N

Prince William County Line

97%

From:

To:

Fauquier County 4.47 0%55

Fauquier County Line

0.546

John Marshall Hwy 6500 0% 1% 0.104 6400G F1% 1% F G

US 15 James Madison Hwy

97%

From:To:

Prince William County 3.70 0%55 0.753

John Marshall Hwy 10000 0% 1% 0.089 10000N F0% 0% N N

WCL Haymarket

98%

From:To:

Prince William County 0.01 0%55 0.558

Washington St 10000 0% 1% 0.089 10000G F0% 0% F G

76-625 Old Carolina Rd

98%

From:To:

Town of Haymarket (Maint: 76) 0.43 0%55 0.543

Washington St 7900 0% 1% 0.089 8400G F0% 0% C G

ECL Haymarket

98%

From:To:

Town of Haymarket (Maint: 76) 0.45 0%55 0.543

John Marshall Hwy 7900 0% 1% 0.089 8400N F0% 0% N N

US 29 Lee Highway

98%To:

Prince William County 1.44 0%55 0.543

Ramp to I-81 S at Exit 296 2200 0.076 2200G F G

SR 55 John Marshall Hwy

I-81 SouthTo:

From:

Shenandoah County 0.2055

Ramp to I-81 N at Exit 296 2600 0.114 2600G F G

SR 55 John Marshall Hwy

I-81 NorthTo:

From:

Shenandoah County 0.2455

1906/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 1700 0.127 1600F F F

SR 55 Free State Rd

I-66 EastTo:

From:

Fauquier County55

Ramp

Bus

620 0.143 600F F F

SR 55 Free State Rd

I-66 WestTo:

From:

Fauquier County17P

5555

Ramp

Bus

620 0.143 600F F F

I-66-W FROM RT 55 EAST & WEST

SR 55 I-66-W027A FROM & TO RT 66To:

From:

P55 1755

Tye River Turnpike 1100 1% 2% 0.108 1100G F1% 0% C G

US 11 Steeles Tavern

Rockbridge County Line

96%

From:

To:

From:

Augusta County 0.17 0%56

Augusta County Line

0.534

Tye River Turnpike 1100 0% 2% 0.102 1000G F1% 0% C G

81-608 Vesuvius

96%

From:

To:

Rockbridge County 1.52 0%56 0.551

Tye River Turnpike 410 0% 1% 0.125 400G F1% 0% C G

Nelson County Line

97%

From:

To:

Rockbridge County 3.74 0%56

Rockbridge County Line

0.517

Crabtree Falls Hwy 360 0% 1% 0.125 350F F0% 1% C F

62-687 Nash

98%

From:

To:

Nelson County 8.65 0%56 0.565

Crabtree Falls Hwy 620 1% 1% 0.121 620G F1% 2% F G

62-680 Massies Mill

95%

From:

To:

Nelson County 7.65 0%56 0.617

Crabtree Falls Hwy 900 1% 1% 0.096 910G F1% 2% C G

SR 151 South of Roseland

95%

From:

To:

Nelson County 1.96 0%56 0.547

Patrick Henry Hwy 1900 1% 1% 0.11 1800F F1% 9% F F

SR 151 North of Piney River

89%

From:To:

Nelson County151 2.56 0%56 0.510

Ty Branch Hwy 460 2% 2% 0.115 450F F2% 2% C F

SR 151 Y North of Piney River

92%

From:To:

Nelson County 0.20 0%56 0.579

1200 1% 1% 0.113 1200G F1% 2% C G

US 29 Near Colleen

94%

From:To:

Nelson County 4.83 0%56 0.712

Thomas Nelson Hwy 14000 0% 1% 0.086 14000F F1% 8% C F

US 29 South of Lovingston

89%

Bus From:To:

Nelson County29 4.28 0%56 0.623

Front Rd 2800 1% 1% 0.1 2800G F0% 1% C G

BUS US 29 Lovingston

97%

From:

To:

Nelson County29 0.30 0%56 0.588

James River Rd 2100 0% 1% 0.107 2100G F1% 1% C G

62-639 Craigtown Rd

97%

From:

To:

Nelson County 3.79 0%56 0.675

James River Rd 840 0% 1% 0.105 840G F1% 1% F G

62-626 James River Rd

97%

From:

To:

Nelson County 8.03 0%56

62-626 Union Dr and Cabell Rd

0.726

James River Rd 270 0% 2% 0.111 270G F1% 3% C G

Buckingham County Line

94%To:

Nelson County 2.72 0%56 0.633

1916/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

James River Hwy 320 0% 2% 0.127 320G F0% 2% C G

Nelson County Line

14-604 Meadow Creek Rd

95%

From:To:

From:

Buckingham County 2.65 0%56 0.61

James River Hwy 1700 0% 2% 0.096 1600G F0% 2% F G

US 60 Dentons Corner

95%To:

Buckingham County 0%56 0.568

Fairystone Park Hwy 2100 1% 1% 0.1 2000F F1% 2% C F

SR 8 Woolwine Hwy

SR 346 Fairy Stone State Park

94%

From:

To:

From:

Patrick County 7.88 0%57

SR 346 Fairystone Lake Dr

0.545

Fairystone Park Hwy 2400 0% 1% 0.094 2400F F0% 3% C F

Henry County Line

96%

From:

To:

Patrick County 2.98 0%57

Patrick County Line

0.54

Fairystone Park Hwy 4200 1% 1% 0.102 4400G F0% 1% F G

44-904 Krontz Dr

98%

From:

To:

Henry County 3.77 0%57 0.666

Fairystone Park Hwy 5700 1% 1% 0.102 6000G F0% 1% C G

Alt SR 57 Riverside Dr

98%

From:

To:

Henry County 2.09 0%57 0.681

Fairystone Park Hwy 5500 1% 1% 0.091 5800G F0% 1% C G

44-903 Henry St; Riverside Dr

97%

From:

To:

Henry County 2.83 0%57 0.610

Fairystone Park Hwy 10000 1% 1% 0.091 11000G F0% 1% F G

US 220 Virginia Ave

97%

From:

To:

Henry County 0%57

US 220 Bassett Forks

0.579

William F Stone Hwy 14000 1% 1% 0.088 13000G F1% 15% F G

US 220 South of Bassett Forks

80%

From:

To:

220 2%57

US 220 William F Stone Hwy

0.559

Appalachian Dr 1800 1% 1% 0.105 1900G F1% 3% C G

44-609 Daniels Creek Rd

95%

From:To:

Henry County 1.60 0%57 0.541

Appalachian Dr 5800 0% 1% 0.107 6200G F0% 0% C G

44-667 Koehler Rd

98%

From:To:

Henry County 2.00 0%57 0.608

Fayette St 2700 1% 0% 0.111 2900G F0% 0% F G

Pine Hall Rd

99%

From:To:

City of Martinsville 1.34 0%57 0.572

Fayette St 3200 1% 0% 0.106 3400G F0% 0% C G

US 220 Memorial Blvd

99%

Bus From:To:

City of Martinsville 0.34 0%57 0.554

Memorial Blvd 9500 1% 1% 0.086 10000G F0% 2% C G

Broad St

97%

Bus From:

To:

City of Martinsville220 0.85 0%57 0.525

Memorial Blvd 13000 1% 1% 0.085 14000G F0% 2% F G

US 58; BUS US 220

97%

Bus From:

To:

City of Martinsville220 0.25 0%57 0.555

Starling Ave 7500 1% 1% 0.085 8000G F0% 0% C G

Mulberry Rd

98%

Bus From:

To:

58 0.82 0%57 0.521

Starling Ave 6500 1% 1% 0.086 6900G F0% 0% F G

Church St

98%To:

City of Martinsville58 0.18 0%57 0.542

1926/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Church St

Bus

7700 1% 1% 0.086 8200G F0% 0% C G

Starling Ave

Church St Ext

98%

Bus From:To:

From:

58 0.10 0%57 0.595

Church St 7500 1% 1% 0.084 8100G F0% 0% F G

Fairy St

98%

Bus From:To:

City of Martinsville58 0.28 0%57 0.635

E Church Rd 7800 1% 1% 0.087 8300G F0% 0% F G

Brookdale St

98%

Bus From:To:

City of Martinsville58 0.26 0%57 0.615

E Church Rd 11000 1% 1% 0.078 11000G F0% 1% F G

Hooker St

98%

Bus From:To:

City of Martinsville58 0.13 0%57 0.583

E Church Rd 13000 1% 1% 0.084 14000G F0% 1% C G

ECL Martinsville

98%

Bus From:

To:

City of Martinsville58 0.77 0%57 0.583

A L Philpott Hwy 12000 0% 1% 0.108 13000A A0% 1% C A

US 58

98%

From:

To:

Henry County58 0.54 0%57

US 58 A L Phillpott Hwy

0.647

Chatham Rd 2800 1% 1% 0.11 2800G F0% 2% C G

44-647 Mountain Valley Rd

96%

From:

To:

Henry County 9.82 0%57 0.665

Chatham Rd 1700 1% 1% 0.109 1700G F1% 4% C G

Pittsylvania County Line

93%

From:

To:

Henry County 2.98 0%57

Henry County Line

0.583

Callands Rd 1500 1% 1% 0.099 1500G F1% 7% C G

SR 41 Franklin Tpke

90%

From:

To:

Pittsylvania County 4.95 0%57 0.627

Callands Rd 1900 1% 2% 0.097 1900G F1% 6% C G

71-750 Green Pond Rd; Strawberry Rd

90%

From:To:

Pittsylvania County 3.24 0%57 0.578

Callands Rd 1500 1% 2% 0.100 1500G F1% 7% C G

71-799 Climax Rd

90%

From:To:

Pittsylvania County 3.97 0%57 0.523

Callands Rd 2300 1% 1% 0.097 2200G F1% 4% C G

71-1428 E, Moses Mill Rd

94%

From:To:

Pittsylvania County 3.94 0%57 0.557

Callands Rd 3400 1% 2% 0.090 3300G F1% 6% F G

WCL Chatham

90%

From:To:

Pittsylvania County 0.10 0%57 0.615

Depot St 3400 1% 2% 0.090 3300N F1% 6% N N

Bus US 29 N, S Main St

90%

Bus From:

To:

Town of Chatham (Maint: 71) 0.52 0%57

BUS US 29

0.615

S Main St 5200 0% 1% 0.098 5100N F1% 1% N N

BUS US 29

97%

From:

To:

Town of Chatham (Maint: 71)29 0.19 0%57

Bus US 29 S, S Main St

0.556

Halifax Rd 1300 1% 1% 0.089 1200G F0% 3% C G

ECL Chatham

95%

From:

To:

Town of Chatham (Maint: 71) 0%57 0.588

Halifax Rd 1300 1% 1% 0.089 1200G F0% 3% C G

US 29

95%To:

Pittsylvania County 0.63 0%57 0.588

1936/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Halifax Rd 1400 1% 2% 0.100 1300G F1% 6% C G

US 29

71-649 W, Sheva Rd

90%

From:To:

From:

Pittsylvania County 3.56 0%57 0.510

Halifax Rd 1300 1% 1% 0.084 1300G F1% 9% C G

71-895 Coleman Mountain Rd

88%

From:To:

Pittsylvania County 2.41 0%57 0.556

Halifax Rd 1200 1% 1% 0.094 1200G F2% 9% C G

71-640 Java Rd; Spring Garden Rd

87%

From:To:

Pittsylvania County 1.38 0%57 0.566

Halifax Rd 1500 1% 1% 0.088 1400G F1% 9% F G

71-699 Brownville Heights Rd

88%

From:To:

Pittsylvania County 0.52 0%57 0.571

Halifax Rd 1100 1% 2% 0.093 1100G F1% 10% C G

71-698 Stone Rd; Henrys Mill Rd

87%

From:

To:

Pittsylvania County 2.19 0%57 0.545

Halifax Rd 880 1% 1% 0.100 860G F1% 14% C G

71-729 W, Pickaway Rd

82%

From:

To:

Pittsylvania County 2.01 0%57 0.716

Halifax Rd 980 1% 1% 0.097 960G F1% 9% F G

71-697 Dabney House Rd

88%

From:

To:

Pittsylvania County 0.56 0%57 0.551

Halifax Rd 870 1% 1% 0.1 850G F1% 14% C G

Halifax County Line

82%

From:

To:

Pittsylvania County 1.83 0%57

Pittsylvania County Line

0.723

Chatham Rd 710 1% 1% 0.098 710G F1% 17% C G

41-844 Tune Trail

80%

From:

To:

Pittsylvania County 3.53 0%57 0.615

Chatham Rd 930 1% 1% 0.096 930G F1% 9% C G

41-845 Ed Mason Lane

88%

From:

To:

Halifax County 1.64 0%57 0.554

Chatham Rd 1400 1% 1% 0.113 1400G F1% 9% C G

41-676 Asbury Church Rd

89%

From:To:

Halifax County 3.62 0%57 0.551

Chatham Rd 1800 1% 1% 0.089 1800G F1% 4% C G

SR 360 Mountain Rd

94%To:

Halifax County 4.06 0%57 0.534

Riverside Dr 4500 1% 1% 0.104 4800G F0% 1% C G

SR 57 Bassett

44-903 Stanleytown

97%

ALT From:

To:

From:

Henry County 2.87 0%

ALT

57

44-903 TB Stanley Hwy

0.551

N River Rd 6700 1% 1% 0.112 7200G F0% 1% F G

US 220

97%To:

Henry County 1.22 0%57 0.622

Daniel Boone Trail 6000 1% 1% 0.100 6000G F1% 3% F G

Tennessee State Line

52-912 W, Station Creek Rd

95%

From:

To:

From:

Lee County 1.76 0%58 0.521

Daniel Boone Trail 5300 1% 1% 0.099 5300G F1% 3% F G

52-691 Old Quarry Rd

95%

From:

To:

Lee County 4.33 0%58 0.513

Daniel Boone Trail 3900 1% 1% 0.109 3900A A1% 3% C A

52-690 Caylor Rd; Doc Hurst Rd

95%To:

Lee County 3.13 0%58 0.511

1946/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Daniel Boone Trail 4500 1% 1% 0.102 4500G F1% 3% F G

52-690 Dochurst Rd

52-684 Norray Rd

95%

From:

To:

From:

Lee County 3.09 0%58

52-684 Chadwell Station Rd

0.525

Daniel Boone Trail 3100 1% 1% 0.094 3100G F1% 3% F G

52-667 Old Nursery Rd

95%

From:To:

Lee County 6.84 0%58 0.536

Daniel Boone Heritage Hwy 3200 1% 1% 0.097 3200G F1% 3% F G

52-758 Cony Hollow

95%

From:To:

Lee County 8.94 0%58 0.527

Daniel Boone Heritage Hwy 4600 1% 1% 0.103 4700G F1% 3% F G

WCL Jonesville

95%

From:To:

Lee County 4.32 0%58 0.581

4600 1% 1% 0.103 4700N F1% 3% N N

ALT US 58

95%

From:

To:

Town of Jonesville (Maint: 52) 0.95 0%58 0.581

Wilderness Rd 4400 1% 1% 0.096 4300G F2% 4% F G

ECL Jonesville

93%

From:

To:

Town of Jonesville (Maint: 52) 0.77 0%58 0.561

Daniel Boone Trail 4400 1% 1% 0.096 4300N F2% 4% N N

52-641 East of Jonesville

93%

From:

To:

Lee County 0.84 0%58 0.561

Daniel Boone Trail 3000 1% 1% 0.089 2900G F2% 4% F G

US 421 Dot

93%

From:

To:

Lee County 7.54 0%58 0.545

4800 1% 1% 0.086 4700G F2% 4% C G

Scott County Line

93%

From:

To:

Lee County421 6.00 0%58

Lee County Line

0.553

Duff Pat Hwy 4500 1% 1% 0.094 4500G F2% 4% F G

WCL Duffield

93%

From:

To:

Scott County (Maint: 52)421 4.55 0%58 0.654

4500 1% 1% 0.094 4500N F2% 4% N N

US 23

93%

From:To:

Town of Duffield (Maint: 84)421 0.20 0%58 0.654

11000 1% 1% 0.085 12000G F1% 4% F G

SR 65

93%

From:To:

Scott County23 421 4.67 0%58 0.511

11000 1% 1% 0.085 12000G F1% 4% F G

84-870

93%

From:To:

23 421 3.56 0%58 0.524

Daniel Boone Heritage Hwy 11000 1% 1% 0.086 12000G F1% 4% F G

Bus US 23 West of Gate City

93%

From:To:

23 421 5.92 0%58 0.544

12000 1% 1% 0.104 12000N A1% 4% N N

NCL Gate City

93%

From:

To:

Town of Gate City (Maint: 84)23 421 1.77 0%58 0.505

12000 1% 1% 0.104 12000N A1% 4% N N

SCL Gate City

93%

From:

To:

Town of Gate City (Maint: 84)23 421 0.33 0%58 0.505

12000 1% 1% 0.104 12000N A1% 4% N N

NCL Gate City

93%

From:

To:

Town of Gate City (Maint: 84)23 421 0.41 0%58 0.505

12000 1% 1% 0.104 12000A A1% 4% C A

Bus US 23 East of Gate City

93%To:

Town of Gate City (Maint: 84)23 421 0.23 0%58 0.505

1956/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

23000 1% 1% 0.091 24000N F1% 4% N N

Bus US 23 East of Gate City

SCL Gate City

93%

From:To:

From:

Town of Gate City (Maint: 84)23 421 0.61 0%58 0.601

23000 1% 1% 0.091 24000G F1% 4% F G

NCL Weber City

93%

From:To:

Town of Weber City (Maint: 84)23 421 0.35 0%58 0.601

23000 1% 1% 0.091 24000G F1% 4% F G

US 23

93%

From:To:

Town of Weber City (Maint: 84)23 421 0.08 0%58 0.601

Hilton Rd 10000 0% 1% 0.092 11000G F1% 1% F G

SR 224 Wadlow Gap Rd

98%

From:To:

Town of Weber City (Maint: 84)421 0.26 0%58 0.558

2600 0% 1% 0.106 2600G F1% 1% C G

ECL Weber City

98%

From:

To:

Town of Weber City (Maint: 84)421 0%58 0.704

Hilton Rd 2600 0% 1% 0.106 2600G F1% 1% C G

84-709 A P Carter Hwy

98%

From:

To:

Scott County421 4.86 0%58 0.704

Bristol Hwy 650 1% 2% 0.097 640G F1% 1% C G

84-696 McMurray Hollow Rd

94%

From:

To:

Scott County421 3.27 0%58 0.543

Bristol Hwy 360 1% 3% 0.092 350G F2% 2% C G

Washington County Line

92%

From:

To:

Scott County421 9.35 0%58

Scott County Line

0.564

Gate City Hwy 750 0% 1% 0.089 740G F1% 1% C G

95-700 Rich Valley Rd

97%

From:

To:

Washington County421 2.65 0%58 0.506

Gate City Hwy 1900 1% 3% 0.112 1900G F2% 2% F G

95-633 E, Reedy Creek Rd

92%

From:

To:

Washington County421 2.47 0%58 0.603

Gate City Hwy 4100 0% 1% 0.091 4300G F0% 1% C G

WCL Bristol

97%

From:To:

Washington County421 1.12 0%58 0.663

Gate City Hwy 4100 0% 1% 0.091 4300G F0% 1% C G

I-81; US 421

97%

From:

To:

Washington County421 0%58

US 58; US 421

0.663

I-381From:

To:

City of Bristol (Maint: 95)81 2.44 See I-81 for directional traffic volume estimates for this segment.58

39000 1% 1% 0.098 39000A A1% 19% F A77% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.532

US 11, US 19From:

To:

City of Bristol (Maint: 95)81 1.39 See I-81 for directional traffic volume estimates for this segment.58

51000 1% 1% 0.084 51000F F1% 10% F F87% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.528

Old Airport RdFrom:

To:

City of Bristol (Maint: 95)81 2.13 See I-81 for directional traffic volume estimates for this segment.58

47000 1% 1% 0.096 48000A A1% 19% F A77% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.517

NCL BristolTo:

City of Bristol (Maint: 95)81 0.93 See I-81 for directional traffic volume estimates for this segment.58

45000 1% 1% 0.096 46000A A1% 19% F A77% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.508

1966/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

FR-310

95-611From:

To:

From:

Washington County81 0.99 See I-81 for directional traffic volume estimates for this segment.58

NCL Bristol

43000 1% 1% 0.096 44000A A1% 20% F A76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.556

FR-310From:

To:

Washington County81 3.84 See I-81 for directional traffic volume estimates for this segment.58

95-611

45000 1% 1% 0.096 46000A A1% 19% F A77% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.508

SR 140From:

To:

Washington County81 2.00 See I-81 for directional traffic volume estimates for this segment.58

45000 0% 2% 0.084 46000F F0% 10% F F87% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.502

SCL AbingdonFrom:

To:

Washington County81 1.93 See I-81 for directional traffic volume estimates for this segment.58

41000 1% 1% 0.096 42000A A1% 20% C A76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.539

SR 75From:

To:

Town of Abingdon (Maint: 95)81 0.14 See I-81 for directional traffic volume estimates for this segment.58

41000 1% 1% 0.096 42000A A1% 20% C A76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.539

NCL AbingdonFrom:

To:

Town of Abingdon (Maint: 95)81 1.06 See I-81 for directional traffic volume estimates for this segment.58

I-81, US 11

42000 1% 1% 0.079 43000F F1% 11% F F85% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

Lee Highway 23000 0% 0% 0.084 25000G F1% 1% F G

US 11 East of Abingdon

98%

From:

To:

Washington County11 0.30 0%58

US 11 Lee Highway

0.508

Jeb Stuart Hwy 7000 0% 1% 0.088 6900G F1% 3% F G

E 95-708 Bethel Rd

94%

From:To:

Washington County 5.53 0%58 0.583

Jeb Stuart Hwy 5100 0% 1% 0.085 5000G F1% 3% C G

WCL Damascus

94%

From:To:

Washington County 3.57 0%58 0.545

Jeb Stuart Hwy 5100 0% 1% 0.085 5000N F1% 3% N N

SR 91 W, Greenway Ave

94%

From:To:

Town of Damascus (Maint: 95) 1.38 0%58 0.545

Jeb Stuart Hwy 3800 0% 1% 0.086 3800G F1% 3% F G

ECL Damascus

94%

From:To:

Town of Damascus (Maint: 95)91 0.45 0%58 0.579

Jeb Stuart Hwy 3800 0% 1% 0.086 3800N F1% 3% N N

SR 91 E, Mountain City Rd

94%

From:

To:

Washington County91 0.54 0%58 0.579

Jeb Stuart Hwy 480 0% 0% 0.112 470G F0% 0% C G

95-603 Konnaraock Rd

99%

From:

To:

Washington County 9.63 0%58

95-603 Konnarock Rd

0.535

Jeb Stuart Hwy 370 1% 1% 0.116 370G F0% 0% C G

Grayson County Line

97%To:

Washington County 5.80 0%58 0.547

1976/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Highlands Pkwy; Jeb Stuart Hwy 400 0% 3% 0.092 410G F0% 1% C G

Washington County Line

SR 362 Grayson Highlands State Park

95%

From:To:

From:

Grayson County 9.57 0%58 0.551

Highlands Pkwy 260 0% 3% 0.123 270G F0% 1% C G

38-740 North of Rugby

97%

From:To:

Grayson County 3.76 0%58 0.539

Highlands Pkwy 370 0% 1% 0.124 390G F0% 1% C G

SR 16 Troutdale Hwy

98%

From:

To:

Grayson County 3.99 0%58

SR 16 Highlands Pkwy

0.561

Troutdale Hwy 1200 1% 3% 0.104 1200G F1% 4% C G

SR 16 Jefferson Hwy

91%

From:To:

Grayson County16 3.99 0%58 0.503

Wilson Hwy 1500 1% 3% 0.093 1500G F2% 4% C G

38-711 Fox Creek Rd

90%

From:

To:

Grayson County 3.79 0%58 0.515

Wilson Hwy 1900 1% 2% 0.094 2000G F2% 3% C G

WCL Independence

92%

From:

To:

Grayson County 8.04 0%58 0.607

W Main St 1900 1% 2% 0.094 2000N F2% 3% N N

US 21 Independence Ave

92%

From:

To:

Town of Independence (Maint: 38) 0.86 0%58 0.607

E Main St 5700 1% 1% 0.110 5900G F1% 3% F G

ECL Independence

95%

From:

To:

Town of Independence (Maint: 38)221 1.20 0%58 0.621

Grayson Pkwy 5700 1% 1% 0.110 5900N F1% 3% N N

SR 274 Riverside Dr

95%

From:

To:

Grayson County221 1.55 0%58 0.621

Grayson Pkwy 6300 1% 1% 0.095 6500G F1% 3% C G

SR 94 Riverside Dr

95%

From:

To:

Grayson County221 8.68 0%58 0.527

Grayson Pkwy 7200 1% 1% 0.099 7500G F1% 3% F G

WCL Galax

95%

From:To:

Grayson County221 1.36 0%58 0.561

Reserve Blvd 7500 0% 1% 0.094 8200G F1% 2% C G

Greenville Rd W Stuart Dr

96%

From:To:

City of Galax221 0.47 0%58 0.537

Reserve Blvd; W Stuart Dr 6600 0% 1% 0.084 7100G F1% 2% F G

Fries Rd

96%

From:To:

City of Galax221 1.10 0%58 0.556

W Stuart Dr 9900 0% 1% 0.088 11000G F1% 2% F G

SR 89 Main St

96%

From:To:

City of Galax221 0.20 0%58 0.574

E Stuart Dr 12000 0% 1% 0.094 13000G F1% 3% F G

Meadow St

96%

From:

To:

City of Galax221 0.34 0%58 0.533

E Stuart Dr 16000 0% 1% 0.078 17000G F1% 3% F G

Haynes Rd

96%

From:

To:

City of Galax221 1.81 0%58 0.504

E Stuart Dr 13000 0% 1% 0.079 14000G F1% 3% C G

ECL Galax

96%

From:

To:

City of Galax221 1.10 0%58 0.54

Carrollton Pike 13000 1% 1% 0.084 14000G F1% 3% F G

17-722 Cranberry Rd

96%To:

Carroll County221 2.05 0%58 0.51

1986/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Carrollton Pike 14000 1% 1% 0.082 15000G F1% 3% F G

17-722 Cranberry Rd

17-872 Woodlawn Road

96%

From:

To:

From:

Carroll County221 1.28 0%58

17-872 Woodlawn Rd

0.524

Carrollton Pike 12000 1% 1% 0.107 13000A A1% 3% C A

I-77

96%

From:To:

Carroll County221 3.69 0%58 0.557

Carrollton Pike 13000 0% 1% 0.084 13000G F1% 0% F G

WCL Hillsville

97%

From:To:

Carroll County221 0.72 0%58 0.559

West Stuart Dr 13000 0% 1% 0.084 13000N F1% 0% N N

US 221 Floyd Pike

97%

From:To:

Town of Hillsville (Maint: 17)221 2.10 0%58 0.559

East Stuart Dr 1700 0% 1% 0.091 1800G F1% 0% C G

ECL Hillsville

97%

From:

To:

Town of Hillsville (Maint: 17) 2.26 0%58 0.604

Danville Pike 1700 0% 1% 0.091 1800N F1% 0% N N

17-680 Crooked Oak Rd

97%

From:

To:

Carroll County 5.94 0%58 0.604

Danville Pike 2100 0% 1% 0.085 2200G F1% 0% F G

Floyd County Line

97%

From:

To:

Carroll County 8.14 0%58

Carroll County Line

0.506

Danville Pike 1700 1% 1% 0.092 1800G F1% 8% C G

Patrick County Line

89%

From:

To:

Floyd County 1.57 0%58 0.514

Danville Pike 1700 1% 1% 0.092 1800N F1% 8% N N

Bus US 58

89%

From:

To:

Patrick County 1.38 0%58 0.514

Danville Pike 1500 1% 1% 0.108 1500F F1% 20% C F

Bus US 58

76%

From:

To:

Patrick County 1.90 2%58

Bus US 58 E Blue Ridge St

0.515

Jeb Stuart Hwy 2100 2% 2% 0.112 2100F F1% 7% C F

70-764 Mountain View Rd

88%

From:To:

Patrick County 1.44 0%58 0.52

Jeb Stuart Hwy 1800 2% 2% 0.105 1800F F1% 8% C F

N SR 8 Cruzes Store

88%

From:

To:

Patrick County 9.44 0%58

N SR 8 Cruzes Store Woolwine Pkwy

0.532

Jeb Stuart Hwy 4800 1% 1% 0.097 4700F F1% 4% C F

Bus US 58 W Blue Ridge St

92%

From:To:

Patrick County8 2.01 0%58 0.595

Jeb Stuart Hwy 3900 1% 1% 0.098 3900F F1% 6% F F

70-1025 Johnson St

91%

From:To:

Patrick County 0.86 0%58 0.653

Jeb Stuart Hwy 4400 1% 1% 0.091 4400F F1% 3% C F

Bus US 58 E Blue Ridge St

94%

From:

To:

Patrick County 0.69 0%58 0.563

Jeb Stuart Hwy 8600 0% 1% 0.093 8600F F0% 0% C F

70-680 South Mayo Drive

99%

From:

To:

Patrick County 3.78 0%58 0.537

Jeb Stuart Hwy 5200 1% 1% 0.105 5200F F1% 8% F F

70-626 South of Critz; Abram Penn Hwy

89%

From:

To:

Patrick County 3.63 0%58 0.518

Jeb Stuart Hwy 5600 1% 1% 0.108 5600F F1% 8% F F

Henry County Line

89%To:

Patrick County 6.59 0%58 0.576

1996/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

A L Philpott Hwy 5500 1% 1% 0.095 5500G F1% 4% F G

Patrick County Line

44-695 Spencer-Preston Rd

93%

From:To:

From:

Henry County 2.67 0%58 0.555

A L Philpott Hwy 6900 1% 1% 0.094 6800G F1% 4% F G

44-687 E, Soapstone Rd

93%

From:To:

Henry County 3.31 0%58 0.581

A L Philpott Hwy 9500 1% 1% 0.092 10000G F1% 4% C G

US 220 William F Stone Hwy; US 58 Bus

93%

From:

To:

Henry County 2.46 0%58

US 220 West of Martinsville

0.639

William F Stone Hwy 14000 1% 1% 0.085 13000G F1% 15% F G

US 220 South of Martinsville

80%

From:

To:

220 2%58

US 220; Bus US 220 Greensboro Rd

0.507

William F Stone Hwy 12000 1% 1% 0.097 13000G F1% 5% F G

44-650 Irisburg Rd

93%

From:

To:

Henry County 0%58 0.511

William F Stone Hwy 8100 1% 1% 0.083 8400G F1% 5% F G

Bus US 58

93%

From:

To:

Henry County 3.72 0%58

Bus US 58 William F Stone Hwy

0.516

A L Philpott Hwy 12000 1% 1% 0.089 12000G F1% 5% F G

44-620 Old Liberty Dr

93%

From:

To:

Henry County 1.89 0%58 0.591

A L Philpott Hwy 11000 1% 1% 0.09 12000G F1% 5% F G

44-610 Axton Rd

93%

From:

To:

Henry County 2.11 0%58 0.561

A L Philpott Hwy 10000 1% 1% 0.091 10000G F1% 5% F G

Pittsylvania County Line

93%

From:

To:

Henry County 1.38 0%58

Henry County Line

0.521

11000 1% 1% 0.088 12000G F1% 5% F G

71-622 West of Brosville

93%

From:To:

Pittsylvania County 3.78 0%58 0.524

11000 1% 1% 0.087 12000F F1% 5% C F

71-708 Long Circle

93%

From:To:

Pittsylvania County 0.97 0%58 0.508

Martinsville Hwy 14000 1% 1% 0.087 15000G F1% 5% F G

Bus US 58

93%

From:

To:

Pittsylvania County 4.30 0%58

Bus US 58 Maritinsville Hwy

0.508

Danville Expressway 6300 1% 1% 0.082 6600G F1% 5% F G

71-1260 Oakridge Farms Rd

93%

From:To:

Pittsylvania County 2.51 0%58 0.596

6600 1% 1% 0.083 6800G F1% 5% F G

WCL Danville

93%

From:To:

Pittsylvania County 4.31 0%58 0.630

6600 1% 1% 0.083 6800G F1% 5% F G

US 29 Danville Expressway

93%

From:

To:

City of Danville (Maint: 71) 0.44 0%58 0.630

Danville Expwy 15000 1% 1% 0.084 15000G F2% 14% F G

Elizabeth St

82%

From:

To:

City of Danville (Maint: 71)29 1.12 0%58 0.601

Danville Expwy 15000 1% 1% 0.100 15000A A2% 14% C A

SR 86, S Main St

82%To:

29 2.63 0%58 0.573

2006/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Danville Expwy 17000 1% 1% 0.083 17000G F2% 14% F G

SR 86, S Main St

Goodyear Blvd

82%

From:To:

From:

29 1.85 0%58 0.568

Danville Expwy 19000 1% 1% 0.080 20000G F2% 14% F G

US 29

82%

From:

To:

29 1.36 0%58

US 29 Danville Expressway; Bus US 58

0.512

South Boston Rd 24000 1% 1% 0.085 25000G F2% 13% F G

Kentuck Rd

84%

From:To:

City of Danville360 0.90 0%58 0.517

South Boston Rd 18000 1% 1% 0.083 18000G F2% 13% F G

ECL Danville

84%

From:To:

City of Danville360 1.98 0%58 0.512

Philpott Rd 11000 1% 1% 0.078 11000G F2% 13% F G

SR 62

84%

From:

To:

Pittsylvania County360 2.37 0%58 0.515

Philpott Rd 7000 1% 1% 0.102 7400A A2% 13% C A

Halifax County Line

84%

From:

To:

Pittsylvania County360 3.32 0%58

Pittsylvania County Line

0.552

Philpott Rd 6500 1% 1% 0.081 6800F F2% 13% F F

SR 119 Delila

84%

From:

To:

Halifax County360 3.48 0%58

SR 119 Calvary Rd

0.526

Philpott Rd 6400 1% 1% 0.085 6700F F2% 13% F F

41-658 Turbeville Rd

84%

From:

To:

Halifax County360 6.58 0%58

41-658 Turbeville Rd; Melon Rd

0.502

Philpott Rd 7800 1% 1% 0.104 8200A A1% 13% C A

US 501 Huell Matthews Hwy

84%

From:

To:

Halifax County360 9.25 0%58 0.568

Bill Tuck Hwy 9500 1% 1% 0.083 9700G F1% 13% F G

ECL South Boston

84%

From:To:

Town of South Boston (Maint: 41)360 0.18 0%58 0.557

Bill Tuck Hwy 9500 1% 1% 0.083 9700N F1% 13% N N

US 360 John Randolph Blvd

84%

From:To:

Town of South Boston (Maint: 41)360 0.52 0%58 0.557

Bill Tuck Hwy 5700 1% 1% 0.081 6000F F1% 13% F F

41-601 Buckshoal Rd

84%

From:To:

Halifax County 5.00 0%58 0.542

Bill Tuck Hwy 4500 1% 1% 0.084 4800F F1% 13% F F

Mecklenburg County Line

84%

From:

To:

Halifax County 5.57 0%58

Halifax County Line

0.501

4600 1% 1% 0.085 4700G F1% 13% F G

58-735 Hite Dr

84%

From:To:

Mecklenburg County 2.96 0%58 0.504

5400 1% 1% 0.086 5600G F1% 13% F G

SR 49 West of Clarksville

84%

From:

To:

Mecklenburg County 2.99 0%58 0.550

7300 1% 1% 0.089 7500G F1% 13% F G

Bus US 58 Virginia Ave

84%

From:

To:

Mecklenburg County49 1.26 0%58 0.567

4700 1% 1% 0.085 4900G F1% 13% F G

US 15; Bus US 15

84%To:

Mecklenburg County 1.46 0%58 0.544

2016/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

5500 1% 1% 0.089 5900G F1% 12% F G

US 15; Bus US 15

US 15, Bus US 58, SR 49

85%

From:To:

From:

Mecklenburg County 2.39 0%58 0.567

4800 1% 1% 0.107 5200A A1% 12% C A

WCL Boydton

85%

From:To:

Mecklenburg County 8.41 0%58 0.618

4800 1% 1% 0.107 5200N A1% 12% N N

NCL Boydton

85%

From:To:

Town of Boydton (Maint: 58) 0.60 0%58 0.618

4800 1% 1% 0.107 5200N A1% 12% N N

SR 92

85%

From:To:

Mecklenburg County 0.20 0%58 0.618

5400 1% 1% 0.089 5800G F1% 12% F G

SR 386 Mecklenburg Correctional Center Access Rd

85%

From:

To:

Mecklenburg County 0.92 0%58 0.570

5800 1% 1% 0.098 6200G F1% 12% F G

SR 4 Buggs Island Rd

85%

From:

To:

Mecklenburg County 4.87 0%58 0.577

6500 1% 1% 0.084 6900G F1% 12% F G

US 1 Big Fork

85%

From:

To:

Mecklenburg County 4.23 0%58 0.527

10000 2% 2% 0.122 11000G F1% 2% F G

US 1 Near SWCL South Hill

93%

From:

To:

Mecklenburg County1 3.23 0%58 0.534

6100 1% 1% 0.083 6100N F1% 18% N N

58-780 Theater Rd

79%

From:

To:

Mecklenburg County1 0.20 1%58 0.522

6100 1% 1% 0.083 6100G F1% 18% F G

58-903 Goodes Ferry Rd

79%

From:

To:

Mecklenburg County 1.61 1%58 0.522

6900 1% 1% 0.086 6800G F1% 18% F G

SCL South Hill; Maple Lane

79%

From:To:

Town of South Hill (Maint: 58) 0.98 1%58 0.509

6600 1% 1% 0.086 6500G F1% 18% F G

BUS US 58; Country Lane

79%

From:To:

Town of South Hill (Maint: 58) 0.69 1%58 0.509

E Atlantic St 19000 1% 1% 0.085 19000G F1% 18% F G

ECL South Hill; I-85

79%

From:To:

Town of South Hill (Maint: 58) 0.24 1%58 0.525

22000 1% 1% 0.087 22000G F1% 18% F G

WCL LaCrosse

79%

From:To:

Mecklenburg County 1.27 1%58 0.519

22000 1% 1% 0.087 22000N F1% 18% N N

ECL LaCrosse

79%

From:

To:

Town of LaCrosse (Maint: 58) 0.52 1%58 0.519

22000 1% 1% 0.087 22000N F1% 18% N N

58-644 Watkins Rd

79%

From:

To:

Mecklenburg County 0.61 1%58 0.519

9900 1% 1% 0.08 9800G F1% 18% F G

WCL Brodnax

79%

From:

To:

Mecklenburg County 1.98 1%58 0.5

9900 1% 1% 0.08 9800N F1% 18% N N

Brunswick County Line

79%To:

Town of Brodnax (Maint: 58) 0.46 1%58 0.5

2026/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Piney Pond Rd 8800 1% 1% 0.07 8700G F1% 18% F G

Mecklenburg County Line

ECL Brodnax

79%

From:To:

From:

Town of Brodnax (Maint: 12) 0.72 1%58 0.51

Governor Harrison Pkwy 7900 1% 1% 0.108 8000A A1% 18% C A

12-694 Cattail Rd

79%

From:

To:

Brunswick County 9.60 1%58

12-694 Cattail Rd; Twin Ponds Rd

0.516

Governor Harrison Pkwy 7400 1% 1% 0.077 7300G F1% 18% F G

Bus US 58 EAST

79%

From:To:

Brunswick County 2.99 1%58 0.565

Governor Harrison Pkwy 8000 1% 1% 0.08 7900G F1% 18% F G

12-712 Edgerton

79%

From:To:

Brunswick County 3.02 1%58 0.569

Governor Harrison Pkwy 7700 1% 1% 0.073 7600G F1% 18% F G

Greensville County Line

79%

From:

To:

Brunswick County 6.92 1%58

Brunswick County Line

0.555

Pleasant Shade Dr 9000 1% 1% 0.086 9100F F1% 18% F F

WCL Emporia

79%

From:

To:

Greensville County 6.34 1%58 0.501

West Atlantic St 11000 1% 1% 0.088 11000F F1% 18% F F

Purdy Rd

79%

From:

To:

City of Emporia (Maint: 40) 0.41 1%58 0.517

West Atlantic St 19000 1% 1% 0.086 18000G F1% 18% F G

I-95

79%

From:

To:

City of Emporia (Maint: 40) 0.13 1%58 0.554

16000 0% 1% 0.076 15000F F1% 20% F F

US 301 Main St

77%

From:

To:

City of Emporia (Maint: 40) 0.92 1%58 0.546

14000 0% 1% 0.073 13000F F1% 20% F F

Reese St

77%

From:

To:

City of Emporia (Maint: 40) 0.64 1%58 0.535

13000 0% 1% 0.075 12000F F1% 20% F F

Davis St

77%

From:To:

City of Emporia (Maint: 40) 0.49 1%58 0.53

12000 0% 1% 0.072 11000F F1% 20% F F

East Atlantic St

77%

From:To:

City of Emporia (Maint: 40) 0.65 1%58 0.535

13000 0% 1% 0.075 13000F F1% 20% F F

ECL Emporia

77%

From:To:

City of Emporia (Maint: 40) 0.40 1%58 0.518

Courtland Rd 13000 0% 1% 0.075 12000F F1% 20% F F

Southampton County Line

77%

From:

To:

Greensville County 1.50 1%58

Greensville County Line

0.519

Southampton Pkwy 12000 0% 1% 0.077 11000G F1% 20% F G

87-615 W, Adams Grove Rd; Hicksford Rd

77%

From:

To:

Southampton County 5.44 1%58 0.527

Southampton Pkwy 12000 0% 1% 0.098 11000G F1% 20% F G

87-659 Drewry Rd; Pinopolis

77%

From:

To:

Southampton County 4.72 1%58 0.673

Southampton Pkwy 12000 0% 1% 0.075 11000G F1% 20% F G

WCL Capron

77%

From:

To:

Southampton County 1%58 0.512

Southampton Pkwy 12000 0% 1% 0.075 11000N F1% 20% N N

87-653 Capron

77%To:

Town of Capron (Maint: 87) 1%58 0.512

2036/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Southampton Pkwy 13000 0% 1% 0.076 12000G F1% 20% F G

87-653 Main St

ECL Capron

77%

From:To:

From:

Town of Capron (Maint: 87) 1%58 0.501

Southampton Pkwy 13000 0% 1% 0.115 12000A A1% 20% C A

SR 35 & 58 Bus W of Courtland

77%

From:To:

Southampton County 1%58 0.578

Southampton Pkwy 15000 0% 1% 0.074 13000G F1% 20% F G

Bus US 58 East Of Courtland

77%

From:To:

Southampton County 1%58 0.551

20000 1% 1% 0.106 19000A A1% 16% C A

Bus US 58 West of Franklin

82%

From:To:

Southampton County 2.34 0%58 0.545

20000 1% 1% 0.106 19000N A1% 16% N N

US 58 Bus West of Franklin

82%

From:

To:

Southampton County 0.16 0%58 0.545

Southampton Pkwy 16000 1% 1% 0.076 15000G F1% 16% F G

US 258 South of Franklin

82%

From:

To:

Southampton County 3.74 0%58 0.523

Southampton Pkwy 17000 1% 1% 0.078 16000G F1% 16% F G

WCL Suffolk

82%

From:

To:

Southampton County258 3.02 0%58

Southampton County Line

0.553

Franklin Bypass 17000 1% 1% 0.074 17000F F1% 16% F F

US 258

82%

From:

To:

City of Suffolk258 1.27 0%58 0.548

Franklin Bypass 17000 1% 1% 0.075 16000N F1% 16% N N

SR 189

82%

From:

To:

City of Suffolk 0.18 0%58 0.527

Franklin Bypass 17000 1% 1% 0.075 16000F F1% 16% F F

SR 272 South Quay Rd

82%

From:

To:

City of Suffolk189P

189 1.01 0%58 0.527

S Quay Rd 18000 1% 1% 0.075 18000F F1% 16% F F

SR 189 S Quay Rd

82%

From:To:

City of Suffolk189P

189 4.23 0%58 0.543

Holland Bypass 19000 1% 1% 0.078 18000F F1% 16% F F

Bus US 58

82%

From:To:

City of Suffolk 1.05 0%58 0.594

Holland Rd 22000 1% 1% 0.081 21000F F1% 16% F F

133-610 W, Buckhorn Rd

82%

From:To:

City of Suffolk 1.32 0%58 0.599

22000 1% 1% 0.081 21000F F1% 16% F F

133-647 E, Lummis Rd

82%

From:

To:

City of Suffolk 2.77 0%58

133-647 Lummis Rd

0.607

Holland Rd 22000 1% 1% 0.08 22000F F1% 16% F F

133-643 Manning Bridge Rd

82%

From:

To:

City of Suffolk 2.05 0%58 0.613

Holland Rd 25000 1% 1% 0.086 25000F F1% 16% F F

133-738 Kenyon Rd

82%

From:

To:

City of Suffolk 0.67 0%58 0.539

Holland Rd 31000 1% 1% 0.084 29000G F1% 16% F G

Cove Point Rd

82%

From:

To:

City of Suffolk 0.38 0%58 0.549

Holland Rd 29000 1% 1% 0.087 29000F F1% 16% F F

US 13 Southwest Suffolk Bypass

82%To:

City of Suffolk 1.15 0%58 0.528

2046/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Suffolk Bypass 37000 1% 1% 0.095 37000F F1% 16% F F

Bus US 58

133-604 Pitchkittle Rd

82%

From:To:

From:

City of Suffolk13 1.41 0%58 0.65

Suffolk Bypass 40000 1% 1% 0.087 39000F F1% 16% F F

US 460 Pruden Blvd

82%

From:To:

City of Suffolk13 0%58 0.601

Suffolk Bypass 45000 0% 1% 0.086 47000F F1% 7% F F

SR 10, SR 32 Godwin Blvd

90%

From:To:

City of Suffolk13 460 0%58 0.599

Suffolk Bypass 55000 0% 1% 0.085 58000F F1% 7% F F

133-642 Wilroy Rd

90%

From:To:

City of Suffolk13 460 1.87 0%58 0.575

Suffolk Bypass 47000 0% 1% 0.085 49000F F1% 7% F F

Bus US 13, Bus US 58 Military Hwy

90%

From:

To:

City of Suffolk13 460 2.30 0%58

Bus US 58 Military Hwy Eastbound

0.591

Military Highway 68000 0% 1% 0.083 71000G F1% 7% F G

WCL Chesapeake

90%

From:

To:

City of Suffolk13 460 3.46 0%58

ECL Suffolk

0.612

Military Highway 70000 0% 1% 0.099 74000A A1% 7% C A

I-664

90%

From:

To:

City of Chesapeake (Maint: 64)13 460 2.94 0%58 0.567

9200 0% 1% 0.11 9700G F1% 7% F G

SR 191 Jolliff Rd; US 13 Military Highway

90%

ALT From:

To:

City of Chesapeake13 460 0.11 0%58 0.52

Airline Blvd 6300 2% 1% 0.091 6700G F0% 2% C G

WCL Portsmouth

96%

ALT From:

To:

City of Chesapeake460 1.72 0%58

ECL Chesapeake

0.569

Airline Blvd 10000 2% 1% 0.093 11000G F0% 2% F G

Greenwood Dr

96%

ALT From:To:

City of Portsmouth460 0.29 0%58 0.577

Airline Blvd 10000 2% 1% 0.084 11000G F0% 2% F G

Elmhurst Lane

96%

ALT From:To:

City of Portsmouth460 0.20 0%58 0.528

Airline Blvd 7700 2% 1% 0.083 8200G F0% 2% F G

SR 239 Victory Blvd

96%

ALT From:To:

City of Portsmouth460 1.30 0%58 0.504

Airline Blvd 7900 2% 1% 0.089 8400G F0% 2% F G

SR 337 Portsmouth Blvd

96%

From:To:

City of Portsmouth460 0.28 0%58 0.56

Airline Blvd 9600 2% 1% 0.091 10000G F0% 2% F G

US 17 Frederick Blvd

96%

From:

To:

City of Portsmouth 1.40 0%58 0.532

Airline Blvd 12000 1% 1% 0.089 12000G F0% 1% F G

High St

97%

From:

To:

City of Portsmouth 0.19 0%58 0.573

London Blvd 16000 1% 1% 0.086 17000G F0% 1% C G

SR 141 London Blvd

97%

From:

To:

City of Portsmouth 0%58 0.602

Martin Luther King Freeway 49000 1% 1% 0.084 52000G F0% 1% F G

SR 164 Western Frwy

97%To:

City of Portsmouth (Maint: 64) 0%58 0.557

2056/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Martin Luther King Freeway 25000 0% 0% 0.092 31000G A1% 3% C G

SR 164 Western Frwy

Elizabeth River Midtown Tunnel

95%

From:

To:

From:

City of Portsmouth (Maint: 64) 0%58

Martin Luther King Freeway

0.515

Elizabeth River Midtown Tunnel 25000 0% 0% 0.092 31000G A1% 3% C G

ECL Portsmouth

95%

From:To:

City of Portsmouth (Maint: 64) 0%58 0.515

Elizabeth River Midtown Tunnel 25000 0% 0% 0.092 31000G A1% 3% C G

SR 337 Brambleton Ave

95%

From:

To:

City of Norfolk (Maint: 64) 0%58

SR 337

0.515

Brambleton Ave 30000 0% 0% 0.08 NAG F1% 4% F

Colley Ave

94%

From:To:

City of Norfolk337 0%58 0.561

Brambleton Ave 31000 0% 0% 0.087 36000G F1% 4% F G

E SR 337

94%

From:

To:

City of Norfolk337 0.83 0%58

E SR 337 Brambleton Ave

0.704

Duke St 7200 1% 2% 0.099 7900G F1% 1% F G

Olney Rd

96%

From:

To:

City of Norfolk 0.17 0%58 0.68

Virginia Beach Blvd 5200 1% 2% 0.090 5600G F1% 1% F G

Boush Street

96%

From:

To:

City of Norfolk 0.07 0%58 0.661

Virginia Beach Blvd 5000 1% 2% 0.092 5300G F1% 1% F G

US 460 Monticello Ave; St Pauls Blvd

96%

From:

To:

City of Norfolk 0.24 0%58

Monticello Ave

0.558

Virginia Beach Blvd 12000 1% 2% 0.094 13000G F1% 1% F G

SR 168 Tidewater Dr

96%

From:

To:

City of Norfolk 0.70 0%58 0.634

Virginia Beach Blvd 13000 1% 2% 0.095 14000G F1% 1% C G

Park Ave

96%

From:To:

City of Norfolk 0.53 0%58 0.561

Virginia Beach Blvd 15000 2% 2% 0.088 16000G F1% 1% C G

SR 405 Ballentine Blvd

96%

From:To:

City of Norfolk 0.96 0%58 0.525

Virginia Beach Blvd 26000 2% 2% 0.098 28000G F1% 1% F G

Azalea Garden Rd

96%

From:To:

City of Norfolk 0.88 0%58 0.617

Virginia Beach Blvd 29000 2% 2% 0.091 31000G F1% 1% F G

US 13 Military Hwy

96%

From:To:

City of Norfolk 1.35 0%58 0.666

Virginia Beach Blvd 23000 2% 2% 0.087 24000G F1% 1% F G

SR 165 Kempsville Rd

96%

From:To:

City of Norfolk 0.79 0%58 0.521

Virginia Beach Blvd 24000 0% 1% 0.092 26000G F0% 0% C G

WCL Va Beach; Newtown Rd

99%

From:

To:

City of Norfolk 0.93 0%58

ECL Norfolk; Newtown Rd

0.571

Virginia Beach Blvd 30000 0% 1% 0.093 28000G F0% 0% F G

SR 190 Witchduck Rd

99%

From:

To:

City of Virginia Beach 1.33 0%58 0.536

Virginia Beach Blvd 30000 0% 1% 0.108 30000F B1% 1% C F

SR 225 Independence Blvd

98%To:

City of Virginia Beach 1.11 0%58 0.519

2066/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Virginia Beach Blvd 35000 0% 0% 0.097 34000G F0% 0% F G

SR 225 Independence Blvd

Rosemont Rd

99%

From:To:

From:

City of Virginia Beach 2.18 0%58 0.5

Virginia Beach Blvd 43000 0% 0% 0.099 41000G F0% 0% F G

Plaza Trail North

99%

From:To:

City of Virginia Beach 0.41 0%58 0.502

Virginia Beach Blvd 31000 0% 0% 0.097 29000G F0% 0% F G

Lynnhaven Pkwy

99%

From:To:

City of Virginia Beach 1.37 0%58 0.557

Virginia Beach Blvd 32000 0% 0% 0.086 31000G F0% 0% F G

SR 279 Great Neck Rd

99%

From:To:

City of Virginia Beach 1.06 0%58 0.57

Virginia Beach Blvd 27000 0% 0% 0.085 NAG F0% 0% F

Bus US 58; Va Beach Blvd

99%

From:

To:

City of Virginia Beach 0.14 0%58 0.572

Laskin Rd 25000 0% 0% 0.106 25000A A0% 0% C A

First Colonial Rd

99%

From:

To:

City of Virginia Beach 0%58 0.57

Laskin Rd 23000 0% 0% 0.080 24000G F0% 0% F G

Birdneck Rd

99%

From:

To:

City of Virginia Beach 1.53 0%58 0.567

Laskin Rd 24000 0% 0% 0.078 24000G F0% 0% F G

US 60 Pacific Ave

99%To:

City of Virginia Beach 0.97 0%58 0.558

Ramp to I-81 S at Exit 1 1700 0.099 1800F F F

Ramps US 58 E 96A; US 58 W 96A

I-81 SouthTo:

From:

City of Bristol (Maint: 95) 0.2458

Ramp to I-81 N at Exit 1 1800 1% 1% 0.093 1900F F1% 18% F F

Ramps US 58 E 96B; US 421 W 66B

I-81 North

78%To:

From:

City of Bristol (Maint: 95) 0.02 1%58

Ramp 2100 0.084 2100G F G

US 58 Carrollton Pike

I-77 SouthTo:

From:

Carroll County 0.1858

Ramp 3100 0.072 3100G F G

US 58 Carrollton Pike

I-77 NorthTo:

From:

Carroll County 0.2158

Ramp US 58 W US 421 E to I-81 S at Exit 1 460 0.132 460G F G

US 58 US 421 Eastbound

Ramp US 58 96ATo:

From:

City of Bristol (Maint: 95) 0.03

East

58

Ramp US 58 W US 421 E to I-81 N at Exit 1 830 0.138 830G F G

US 58 US 421 Eastbound

Ramps US 58 96B; US 421 W 66BTo:

From:

City of Bristol (Maint: 95) 0.14

East

58

Ramp 1900 1% 1% 0.090 1900G F1% 18% F G

US 58 E, E Atlantic St

I-85 South

79%To:

From:

Mecklenburg County 1%

East

58

2076/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 1000 1% 1% 0.097 1000G F1% 18% F G

US 58 East

I-85 North

79%To:

From:

Mecklenburg County 1%

East

58

Ramp 1700 0.136 1700G F G

US 58 E, West Atlantic St

I-95 SouthTo:

From:

City of Emporia (Maint: 40) 0.18

East

58

Ramp 1100 0.136 1100G F G

US 58 East

I-95 NorthTo:

From:

City of Emporia (Maint: 40) 0.13

East

58

Ramp NA NA NA

US 58 TO RT 258

US 258; 1US 258-PTo:

From:

Southampton County 0.22

East

58

Ramp 510 0.111 510G F G

US 58 TO RTE 189

US 58-E451B TO RTE 189 SOUTHEast From:

To:

From:

City of Suffolk258 0.17

East

58

Ramp 210 0.113 210G F G

1SR 189-P FROM RTE 58 EASTTo:

City of Suffolk258 0.0558

Ramp 25000 0.115 25000G F G

US 58 E, Military Highway

Ramps to and from US Military HwyEast From:

To:

From:

City of Chesapeake (Maint: 64)

East

58

Ramp 24000 0.101 25000G F G

I-664 EastTo:

City of Chesapeake (Maint: 64)58

Ramp 8900 0.077 9500G F G

US 58 E, Military Highway

I-664 WestTo:

From:

City of Chesapeake (Maint: 64)

East

58

Ramp US 58 W US 421 W to I-81 S at Exit 1 900 0.09 900G F G

US 58 US 421 Westbound

Ramps US 58 E 96A; US 58 96ATo:

From:

City of Bristol (Maint: 95)

West

58

Ramp 2000 1% 1% 0.081 2000G F1% 18% F G

US 58 W, E Atlantic St

I-85 South

79%

West From:

To:

From:

Mecklenburg County 1%

West

58

Gap TO RT 85 SB

Ramp 1900 NA 1900G G

I-85 SouthTo:

Mecklenburg County58

Ramp 1400 0.099 1500A A A

US 58

I-85 NorthTo:

From:

Mecklenburg County

West

58

Ramp 3500 0.092 3500G F G

US 58 West

I-95 SouthTo:

From:

City of Emporia (Maint: 40)

West

58

2086/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 1300 0.099 1300G F G

US 58 West

I-95 NorthTo:

From:

City of Emporia (Maint: 40) 0.18

West

58

Ramp NA NA NA

US 58 TO RTE 258

1US 258-P C2US 258 US 258- 9BUTo:

From:

Southampton County258P

0.14

West

58

Ramp 380 0.107 410G F G

US 58 W, Military Highway

I-664 EastTo:

From:

City of Chesapeake (Maint: 64)

West

58

Ramp 2700 0.109 2900G F G

US 58 W, Military Highway

I-664 WestTo:

From:

City of Chesapeake (Maint: 64)

West

58

Ramp 13000 0.091 14000F F F

US 58 and US 58 Bus

I-264 WestTo:

From:

City of Virginia Beach (Maint: 75)

West

58

WB Ramp from Brambleton Ave to Midtown Tunnel 5300 0% 0% 0.105 5600G F0% 0% F G

Elizabeth River Mid Tunnel

SR 337 Brambleton Ave

99%

To:

From:

City of Norfolk (Maint: 64)P

0%58

31000 0% 0% NA 36000N 1% 3% N N96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

Main St 5300 1% 1% 0.097 5300G F1% 1% C G

US 58 Jones St

NCL Jonesville

96%

ALT From:

To:

From:

Town of Jonesville (Maint: 52) 0.59 0%

ALT

58 0.571

5300 1% 1% 0.097 5300N F1% 1% N N

52-645 Clyde Pearson Rd

96%

ALT From:

To:

Lee County 3.51 0%58

52-645 VC Tech Dr

0.571

W Morgan Ave 7300 1% 1% 0.092 7200G F1% 2% F G

WCL Pennington Gap

96%

ALT From:To:

Lee County 2.52 0%58 0.512

Morgan Ave 7300 1% 1% 0.092 7200N F1% 2% N N

US 421 W, Old Zion Rd

96%

ALT From:To:

Town of Pennington Gap (Maint: 52) 1.85 0%58 0.512

E Morgan Ave 9900 1% 1% 0.09 9800G F1% 2% C G

US 421 E, Woodway Rd

96%

ALT From:To:

Town of Pennington Gap (Maint: 52)421 0.40 0%58 0.524

Trail of the Lonesome Pine 6100 1% 1% 0.087 6000G F1% 2% C G

ECL Pennington Gap

96%

ALT From:

To:

Town of Pennington Gap (Maint: 52) 0.25 0%58 0.519

Trail of the Lonesome Pine 6100 1% 1% 0.087 6000N F1% 2% N N

Chapman Rd

96%

ALT From:

To:

Lee County 4.58 0%58

Chapman Road

0.519

Trail of the Lonesome Pine 3700 0% 1% 0.09 3600G F1% 2% F G

52-642 Old Woodway Rd

97%To:

Lee County 2.69 0%58 0.576

2096/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Trail of the Lonesome Pine 3500 0% 1% 0.102 3400G F1% 2% F G

52-642 Old Woodway Rd

52-982 S, Seminary Church Rd

97%

ALT From:To:

From:

Lee County 2.67 0%

ALT

58 0.535

Trail of the Lonesome Pine 3500 0% 1% 0.102 3500G F1% 2% F G

52-982 N, Seminary Church Rd

97%

ALT From:To:

Lee County 2.22 0%58 0.535

Trail of the Lonesome Pine 4000 0% 1% 0.102 4000G F1% 2% F G

Wise County Line

97%

ALT From:

To:

Lee County 1.32 0%58

Lee County Line

0.535

Pennington Gap Hwy 4600 0% 1% 0.094 4500G F1% 2% F G

97-608 Williams Hollow Rd

97%

ALT From:To:

Wise County 1.50 0%58 0.626

Pennington Gap Hwy 4600 0% 1% 0.094 4500N F1% 2% N N

WCL Big Stone Gap

97%

ALT From:

To:

Wise County 0.56 0%58 0.626

Cumberland Ave; Wood Ave 5200 0% 1% 0.092 5600G F1% 2% C G

W 1st Street

97%

ALT From:

To:

Town of Big Stone Gap 1.15 0%58 0.640

Wood Ave 5000 0% 1% 0.087 5400G F1% 2% F G

E 1st Street

97%

ALT From:

To:

Town of Big Stone Gap 0.13 0%58 0.544

Wood Ave 4600 0% 1% 0.082 4900G F1% 2% F G

Bus US 23, 5th St

97%

BusALT From:

To:

Town of Big Stone Gap 0.42 0%58

US 23

0.574

E 5th St 7200 0% 1% 0.085 7700G F0% 2% F G

Gilley Ave

97%

BusALT From:

To:

Town of Big Stone Gap23 0.24 0%58

E 5th St

0.536

Gilley Ave 8800 0% 1% 0.089 9400G F0% 2% C G

SCL Big Stone Gap

97%

BusALT From:To:

Town of Big Stone Gap23 0.93 0%58 0.57

Gilley Ave 8800 0% 1% 0.089 9400N F0% 2% N N

US 23; Bus US 23

97%

ALT From:To:

Wise County23 0.35 0%58 0.57

Orby Cantrell Hwy 10000 1% 1% 0.089 11000G F0% 4% F G

S 97-610

95%

ALT From:To:

(Maint: 97)23 1.31 0%58 0.506

Orby Cantrell Hwy 14000 1% 1% 0.089 15000G F0% 4% F G

N 97-610

95%

ALT From:

To:

Wise County23 5.30 0%58 0.568

Orby Cantrell Hwy 12000 1% 1% 0.085 13000G F0% 4% F G

WCL Norton

95%

ALT From:

To:

Wise County23 0.86 0%58 0.530

12000 1% 1% 0.085 13000N F0% 4% N N

11th St

95%

ALT From:

To:

City of Norton (Maint: 97)23 1.09 0%58 0.530

Orby Cantrell Hwy 13000 1% 1% 0.09 14000G F1% 4% C G

US 23

94%To:

23 1.44 0%58 0.511

2106/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Norton Coeburn Rd 9600 0% 1% 0.088 10000G F1% 3% F G

US 23

Wise County Line

94%

ALT From:

To:

From:

City of Norton (Maint: 97) 0%

ALT

58

ECL Norton

0.527

Norton Coeburn Rd 9600 0% 1% 0.088 10000N F1% 3% N N

97-762

94%

ALT From:

To:

Wise County 2.04 0%58

97-762 Mathews Rd

0.527

Norton Coeburn Rd 9200 0% 1% 0.087 9900G F1% 3% F G

97-813 Old Norton Coeburn Rd

94%

ALT From:To:

Wise County 2.30 0%58 0.545

Norton Coeburn Rd 9300 0% 1% 0.085 10000G F1% 3% F G

WCL Coeburn

94%

ALT From:To:

Wise County 1.67 0%58 0.543

Norton Coeburn Rd 9300 0% 1% 0.085 10000N F1% 3% N N

SR 158 W, Front St

94%

ALT From:

To:

Town of Coeburn (Maint: 97) 0.94 0%58 0.543

Senator M M Long Hwy 7100 0% 1% 0.082 7700G F1% 3% F G

SR 72 Dungannon Rd

94%

ALT From:

To:

Town of Coeburn (Maint: 97) 0.92 0%58 0.578

Senator M M Long Hwy 6200 0% 1% 0.085 6700G F1% 3% F G

NCL Coeburn; 97-893 Bull Run Rd

94%

ALT From:

To:

Town of Coeburn (Maint: 97) 2.69 0%58

NCL Coeburn; 97-893

0.529

Bull Run Rd 6100 0% 1% 0.085 6600G F1% 3% F G

97-657 Carfax Rd

94%

ALT From:

To:

Wise County 4.35 0%58 0.507

Bull Run Rd 6400 0% 1% 0.083 6900G F1% 3% F G

97-655 Russel Creek Rd

94%

ALT From:

To:

Wise County 2.27 0%58 0.504

Bull Run Rd 6500 0% 1% 0.086 7000G F1% 3% F G

WCL Saint Paul

94%

ALT From:To:

Wise County 1.34 0%58 0.550

Bull Run Rd 6500 0% 1% 0.086 7000N F1% 3% N N

SR 63 Wise St

94%

ALT From:To:

Town of Saint Paul (Maint: 97) 0.30 0%58 0.550

Bull Run Rd 7400 0% 1% 0.082 8000G F1% 3% F G

Russell County Line

94%

ALT From:

To:

Town of Saint Paul (Maint: 97) 0.48 0%58

Wise County Line

0.542

Castlewood Rd 9100 0% 1% 0.106 9700A A1% 3% C A

SR 65

94%

ALT From:

To:

Russell County 2.56 0%58

SR 65 Memorial Dr

0.529

Castlewood Rd 7600 0% 1% 0.085 8100F F0% 3% C F

SCL Castlewood

95%

ALT From:

To:

Russell County 1.04 0%58 0.563

Trail of the Lonesome Pine 7600 0% 1% 0.085 8100N F0% 3% N N

SR 71 West

95%

ALT From:

To:

Russell County 3.10 0%58 0.563

Trail of the Lonesome Pine 7300 0% 1% 0.089 7800F F1% 3% F F

SR 71 E, Trail of the Lonesome Pine

95%To:

Russell County71 1.46 0%58 0.616

2116/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

5600 0% 1% 0.098 6000F F1% 3% F F

SR 71 E, Trail of the Lonesome Pine

83-671 Honaker Chapel Rd

95%

ALT From:To:

From:

Russell County 1.98 0%

ALT

58 0.667

5900 0% 1% 0.092 6300F F1% 3% F F

US 19

95%

ALT From:To:

Russell County 0%58 0.634

13000 0% 1% 0.092 14000F F1% 3% F F

Washington County Line

95%

ALT From:

To:

Russell County19 1.98 0%58

Russell County Line

0.621

Porterfield Hwy 15000 0% 1% 0.091 16000G F1% 3% F G

95-802 Mendota Rd

95%

ALT From:To:

Washington County19 3.25 0%58 0.586

Porterfield Hwy 16000 0% 1% 0.091 17000G F1% 3% F G

95-700 Rich Valley Rd

95%

ALT From:

To:

Washington County19 3.03 0%58 0.608

Porterfield Hwy 37000 0% 1% 0.088 40000G F1% 3% F G

95-766 WEST

95%

ALT From:

To:

Washington County19 2.59 0%58 0.617

Porterfield Hwy 20000 0% 1% 0.091 20000G F2% 4% C G

NCL Abingdon

94%

ALT From:

To:

Washington County19 1.20 0%58 0.587

Porterfield Rd 19000 0% 1% 0.086 20000G F1% 3% F G

US 19 Porterfield Hwy

95%

ALT From:

To:

Town of Abingdon (Maint: )19 0.21 0%58 0.616

Russell Rd 7200 0% 0% 0.093 7600G F0% 0% C G

Valley Street

99%

ALT From:

To:

Town of Abingdon 1.01 0%58

Valley St

0.526

Main St 9300 0% 1% 0.083 9900G F0% 0% F G

Main St

98%

ALT From:

To:

Town of Abingdon11 0.24 0%58

US 11

0.531

Cummings St 13000 0% 1% 0.088 14000G F0% 1% C G

I-81

98%To:

Town of Abingdon75 0.78 0%58 0.552

Orby Cantrell Hwy 10000 1% 1% 0.089 11000G F0% 4% F G

Bus US 23 South of Big Stone Gap

97- 610 S, Powell Valley Rd

95%

ALT From:

To:

From:

(Maint: 97)P

23 1.31 0%

ALT

58

97-610 S Powell Valley Rd

0.506

Orby Cantrell Hwy 14000 1% 1% 0.089 15000G F0% 4% F G

97-610 N Powell Valley Rd

95%

ALT From:

To:

Wise CountyP

23 5.30 0%58 0.568

Orby Cantrell Hwy 12000 1% 1% 0.085 13000G F0% 4% F G

WCL Norton

95%

ALT From:

To:

Wise CountyP

23 0.86 0%58 0.530

12000 1% 1% 0.085 13000N F0% 4% N N

11Th St; 12th St Ext

95%To:

City of Norton (Maint: 97)P

23 1.09 0%58 0.530

2126/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Orby Cantrell Hwy 13000 1% 1% 0.09 14000G F1% 4% C G

11Th St; 12th St Ext

ALT US 58, SR 283 Norton-Coeburn Hwy

94%To:

From:

P23 1.44 0%

ALT

58 0.511

5600 1% 1% 0.103 5500G F0% 2% C G

US 58 South of Lawrenceville

SCL Lawrenceville

96%

Bus From:To:

From:

Brunswick County46 0.20 0%

Bus

58 0.579

5600 1% 1% 0.103 5500N F0% 2% N N

SR 46, E Church St

96%

Bus From:To:

Town of Lawrenceville (Maint: 12)46 0.80 0%58 0.579

Main St 4500 1% 1% 0.093 4400G F0% 2% F G

ECL Lawrenceville

96%

Bus From:To:

Town of Lawrenceville (Maint: 12) 0.35 0%58 0.527

Lawrenceville Plank Rd 4500 1% 1% 0.093 4400N F0% 2% N N

US 58 Governor Harrison Pkwy

96%To:

Brunswick County 1.29 0%58 0.527

Madison St 920 1% 2% 0.116 900G F0% 0% C G

US 58 West of Boydton

SR 92

96%

Bus From:

To:

From:

Town of Boydton (Maint: 58) 0.48 0%

Bus

58 0.667

Madison St 1100 1% 1% 0.124 1100G F1% 0% C G

NCL Boydton

98%

Bus From:

To:

Town of Boydton (Maint: 58) 0.55 0%58 0.753

1100 1% 1% 0.124 1100N F1% 0% N N

US 58 East of Boydton

98%To:

Mecklenburg County 0.05 0%58 0.753

Market Dr 12000 0% 1% 0.089 12000F F0% 1% C F

US 58 West Intersection

West Atlantic St

97%

Bus From:

To:

From:

City of Emporia (Maint: 40) 0.21 0%

Bus

58

US 58 Connector

0.518

West Atlantic St 11000 0% 0% 0.088 11000F F0% 0% C F

North Main Street

99%

Bus From:To:

City of Emporia (Maint: 40) 0.44 0%58 0.622

East Atlantic St 3600 0% 1% 0.102 3900F F1% 1% C F

Reese St

97%

Bus From:To:

City of Emporia (Maint: 40) 0.25 0%58 0.607

East Atlantic St 1800 0% 0% 0.096 1900F F0% 0% F F

US 58 East Intersection

98%To:

City of Emporia (Maint: 40) 1.20 0%58 0.554

Clay St 2500 1% 1% 0.153 2900A A0% 1% C A

US 58

WCL Franklin

98%

Bus From:

To:

From:

Southampton County 2.30 0%

Bus

58 0.607

Clay St 2700 1% 1% 0.100 3100G F0% 1% F G

Hunterdale Rd

98%

Bus From:

To:

City of Franklin 1.20 0%58 0.602

Clay St 2800 1% 1% 0.105 3300G F0% 1% F G

Homestead Rd

98%To:

City of Franklin 0.58 0%58 0.555

2136/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Clay St 2500 1% 1% 0.101 2900G F0% 1% F G

Homestead Rd

Lee St

98%

Bus From:To:

From:

City of Franklin 0.35 0%

Bus

58 0.617

Clay St 990 1% 1% 0.108 1200G F0% 1% C G

Gardner St

97%

Bus From:

To:

City of Franklin 0.16 0%58

2800 1% 1% 0.084 3100G F0% 0% C G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.67

Clay St 1500 1% 1% 0.101 1800G F0% 1% C G

High St

97%

Bus From:To:

City of Franklin 0.17 0%58

2700 1% 1% 0.087 3000G F0% 1% C G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.525

0.569

4th Avenue 1000 1% 1% 0.106 1200G F0% 1% F G

Mechanic St

98%

Bus From:

To:

City of Franklin 0.26 0%58

Fourth Ave

0.646

Mechanic St 2100 1% 2% 0.11 2500G F1% 1% C G

Second Ave

96%

BusBus From:

To:

City of Franklin 0.10 0%58

US 258

0.633

E 2nd Ave 6700 1% 1% 0.091 7900G F0% 1% F G

ECL Franklin

98%

BusBus From:

To:

City of Franklin258 0.19 0%58 0.553

6700 1% 1% 0.091 7900G F0% 1% F G

Isle of Wight County Line

98%

BusBus From:

To:

Southampton County258 0%58

Southampton County Line

0.553

Carrsville Hwy 5300 1% 1% 0.088 5500F F0% 1% F F

US 258 Walters Hwy

98%

Bus From:

To:

Isle of Wight County258 1.57 0%58 0.526

Carrsville Hwy 2700 1% 1% 0.103 2900F F1% 4% C F

WCL Suffolk

93%

Bus From:

To:

Isle of Wight County 5.11 0%58

Isle of Wight County Line

0.513

Ruritan Blvd 1800 0% 1% 0.11 1900F F1% 0% C F

SR 189

97%

Bus From:To:

City of Suffolk 2.65 0%58 0.606

Holland Rd 2300 0% 1% 0.098 2400F F1% 1% C F

133-653 Dutch Rd; Glen Haven Drive

95%

Bus From:To:

City of Suffolk 0.26 0%58 0.683

Holland Rd 2900 0% 1% 0.095 3100F F1% 1% C F

US 58

96%To:

City of Suffolk 0.46 0%58 0.706

Lee Street 1100 1% 2% 0.122 1200G F0% 0% C G

Bus 58 Clay St

High St

97%

Bus From:

To:

From:

City of FranklinP

0.16 0%

Bus

58

Lee Street

2700 1% 1% 0.087 3000G F0% 1% C G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.706

0.569

High St 1800 1% 1% 0.101 1900G F0% 0% C G

Bus 58 Fourth Ave

97%

To:

City of FranklinP

0.27 0%58

2800 1% 1% 0.084 3100G F0% 0% C G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.547

0.67

2146/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Holland Rd 8200 0% 1% 0.085 8700F F1% 1% F F

US 58 East of Holland

133-1722 Kilby Shores Rd

97%

Bus From:To:

From:

City of Suffolk 0.05 0%

Bus

58 0.512

Holland Rd 7700 0% 1% 0.092 8200G F1% 1% C G

SR 337 Constance Rd

97%

Bus From:

To:

City of Suffolk 1.79 0%58

SR 337 Holland Rd

0.587

Constance Rd 7400 0% 1% 0.097 7900G F0% 1% F G

WCL Suffolk Pitchkettle Rd

98%

Bus From:To:

City of Suffolk 0.29 0%58 0.507

Constance Rd 8600 0% 1% 0.088 9100G F0% 1% C G

SR 32 Main St

98%

BusBusBus From:To:

City of Suffolk 0.86 0%58 0.551

Constance Rd 14000 0% 1% 0.085 14000G F1% 1% F G

Pinner Street

97%

BusBusBus From:

To:

City of Suffolk13 460 0.88 0%58

Highland Ave

0.592

Portsmouth Blvd 16000 0% 1% 0.088 17000F F1% 1% C F

SR 337 Washington St

97%

BusBusBus From:

To:

City of Suffolk13 460 1.60 0%58 0.539

Portsmouth Blvd 21000 0% 1% 0.086 23000G F1% 2% C G

US 58

96%To:

City of Suffolk13 460 1.22 0%58 0.589

Meherrin Rd 3500 1% 1% 0.131 3500G F1% 5% C G

US 58 Southampton Pkwy

WCL Courtland

91%

Bus From:

To:

From:

Southampton County35 2.03 0%

Bus

58 0.509

Meherrin Rd 3500 1% 1% 0.131 3500N F1% 5% N N

SR 35 Main St

91%

Bus From:

To:

Town of Courtland (Maint: 87)35 0.14 0%58

SR 35; Meherrin Rd

0.509

Main St 7200 1% 1% 0.088 7000G F1% 7% C G

ECL Courtland

91%

Bus From:To:

Town of Courtland (Maint: 87) 1.10 0%58 0.509

Jeruselem Rd 7200 1% 1% 0.088 7000N F1% 7% N N

US 58 Southampton Pkwy

91%To:

Southampton County 1.18 0%58 0.509

Virginia Beach Blvd 23000 1% 1% 0.076 25000G F1% 0% F G

US 58 Laskin Rd

First Colonial Rd

97%

Bus From:To:

From:

City of Virginia Beach 1.40 0%

Bus

58 0.55

Virginia Beach Blvd 16000 1% 1% 0.079 15000G F1% 0% F G

Oceana Blvd

97%

Bus From:

To:

City of Virginia Beach 0.44 0%58 0.541

Virginia Beach Blvd 11000 1% 1% 0.080 10000G F1% 0% F G

Birdneck Rd

97%

Bus From:

To:

City of Virginia Beach 0.96 0%58 0.540

Virginia Beach Blvd 9200 1% 1% 0.079 8700G F1% 0% C G

Atlantic Ave

97%To:

City of Virginia Beach 1.17 0%58 0.547

2156/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp NA NA NA

C7US 58 TO ROUTE 264 WEST

US 58-W503A TO ROUTE 58 BUS VA BEACH BLTo:

From:

City of Virginia Beach (Maint: 75) 0.09

Bus

58

BusBus

2000 0% 1% 0.106 2100N F1% 1% N N

Bus Us 23

CL Gate City

97%

BusBusBus From:To:

From:

Scott County23 421 0.04 0%

Bus

58 0.565

Daniel Boone Rd 2000 0% 1% 0.106 2100G F1% 1% C G

84-762

97%

BusBusBus From:To:

Town of Gate City (Maint: 84)23 421 0.80 0%58 0.565

Daniel Boone Rd 2700 0% 1% 0.094 2900G F0% 0% F G

84-763

98%

BusBusBus From:To:

Town of Gate City (Maint: 84)23 421 0.84 0%58 0.55

W Jackson St 3500 0% 1% 0.088 3700G F0% 0% F G

84-665

98%

BusBusBus From:

To:

Town of Gate City (Maint: 84)23 421 0.15 0%58 0.542

W Jackson St 4900 0% 1% 0.088 5300G F0% 0% F G

SR 71

98%

BusBusBus From:

To:

Town of Gate City (Maint: 84)23 421 0.12 0%58 0.621

8100 0% 1% 0.089 8700G F0% 0% C G

84-836

98%

BusBusBus From:

To:

Town of Gate City (Maint: 84)23 421 0.47 0%58 0.546

15000 0% 1% 0.096 16000G F0% 0% F G

US 23 South of Gate City

98%To:

Town of Gate City (Maint: 84)23 421 0.23 0%58 0.505

A L Philpott Hwy 7300 0% 0% 0.094 7700G F0% 1% C G

US 58; US 220 William F Stone Hwy

Bus US 220 Greensboro Rd

98%

BusBus From:To:

From:

Henry County 2.40 0%

Bus

58 0.646

Memorial Blvd 16000 0% 1% 0.086 17000G F1% 1% F G

SCL Martinsville

97%

BusBus From:To:

Henry County220 0.75 0%58 0.604

Memorial Blvd 15000 0% 1% 0.087 16000G F1% 1% C G

SR 57 Starling Avenue

97%

Bus From:

To:

City of Martinsville220 0.71 0%58

Bus US 220 Memorial Blvd

0.585

Starling Ave 7500 1% 1% 0.085 8000G F0% 0% C G

Mulberry Rd

98%

Bus From:To:

City of Martinsville57 0.82 0%58 0.521

Starling Ave 6500 1% 1% 0.086 6900G F0% 0% F G

Church St

98%

Bus From:

To:

City of Martinsville57 0.18 0%58

Starling Ave

0.542

Church St 7700 1% 1% 0.086 8200G F0% 0% C G

Oakdale St; Starling Ave

98%

Bus From:

To:

City of Martinsville57 0.10 0%58

Church St Ext

0.595

Church St 7500 1% 1% 0.084 8100G F0% 0% F G

Fairy St

98%To:

City of Martinsville57 0.28 0%58 0.635

2166/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

E Church Rd 7800 1% 1% 0.087 8300G F0% 0% F G

Fairy St

Brookdale St

98%

Bus From:To:

From:

City of Martinsville57 0.26 0%

Bus

58 0.615

E Church Rd 11000 1% 1% 0.078 11000G F0% 1% F G

Hooker St

98%

Bus From:To:

City of Martinsville57 0.13 0%58 0.583

E Church Rd 13000 1% 1% 0.084 14000G F0% 1% C G

ECL Martinsville

98%

Bus From:To:

City of Martinsville57 0.77 0%58 0.583

A L Philpott Hwy 12000 0% 1% 0.108 13000A A0% 1% C A

SR 57 Chatham Rd

98%

Bus From:To:

Henry County57 0.54 0%58 0.647

A L Philpott Hwy 10000 0% 1% 0.085 11000G F0% 1% F G

44-930 Dogwood Dr

98%

Bus From:

To:

Henry County 2.48 0%58 0.616

A L Philpott Hwy 11000 0% 1% 0.095 11000G F0% 1% F G

US 58 A L Philpott Hwy

98%To:

Henry County 0.57 0%58 0.59

Danville St 1800 2% 1% 0.122 1800G F1% 2% C G

US 1 South

US 1 North

94%

Bus From:

To:

From:

1 1P

0%

Bus

58

4600 2% 1% 0.113 4500G F1% 2% F G94% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.575

Danville St 4700 2% 2% 0.122 4600N F1% 2% N N

SCL South Hill

93%

Bus From:

To:

Mecklenburg County1 0.16 0%58

Locust St

0.534

Danville St 6200 2% 2% 0.102 6100G F1% 2% F G

Plank Rd

93%

Bus From:

To:

Town of South Hill1 0.28 0%58

SCL South Hill

0.53

Danville St 4700 2% 2% 0.122 4600G F1% 2% C G

Locust St

93%

Bus From:

To:

Town of South Hill1 1.89 0%58

Plank Rd

0.534

Danville St 6700 2% 2% 0.099 6600G F1% 2% F G

Goodes Ferry Blvd

93%

Bus From:To:

Town of South Hill1 0.09 0%58 0.550

Danville St 6200 2% 2% 0.099 6100G F1% 2% F G

Mecklenburg Ave

93%

Bus From:

To:

Town of South Hill1 0.23 0%58

Danville St

0.556

Mecklenburg Ave 6400 1% 1% 0.093 6300G F1% 1% F G

US 1; SR 47 Atlantic St

96%

Bus From:

To:

Town of South Hill1 0.16 0%58

US 1; SR 47

0.503

Atlantic St 9500 0% 1% 0.087 9800G F0% 2% C G

Windsor St

97%

Bus From:

To:

Town of South Hill 0.48 0%58 0.508

Atlantic St 12000 0% 1% 0.087 12000G F0% 2% C G

US 58 E Atlantic St

97%To:

Town of South Hill 0.66 0%58 0.508

2176/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Dr Thomas Walker Rd 1200 1% 1% 0.108 1200G F0% 0% C G

US 58; 52-687

US 58 Daniel Boone Trail

97%To:

From:

Lee County 7.00 0%

Bus

58 0.548

2500 1% 1% 0.106 2500N F0% 0% N N

US 58 Jeb Stuart Hwy

WCL Stuart

98%

Bus From:To:

From:

Patrick County8 0.51 0%

Bus

58 0.521

West Blue Ridge St 2500 1% 1% 0.097 2500F F0% 0% C F

E SR 8 Stuart; Patrick Ave

98%To:

Town of Stuart (Maint: 70)8 1.00 0%58 0.595

Virginia Ave 3400 0% 0% 0.104 3500N F0% 1% N N

US 58; 58-815

WCL Clarksville

98%

Bus From:To:

From:

Town of Clarksville (Maint: 58)49 0.55 0%

Bus

58 0.511

Virginia Ave 3400 0% 0% 0.104 3500G F0% 1% C G

US 15 W, College St

98%

Bus From:

To:

Town of Clarksville (Maint: 58)49 0.97 0%58 0.511

Virginia Ave 5800 0% 0% 0.087 5700G F0% 0% C G

NCL Clarksville

99%

Bus From:

To:

15 49 0.88 0%58 0.533

5800 0% 0% 0.087 5700N F0% 0% N N

US 58 East of Clarksville

99%To:

Mecklenburg County15 49 0.84 0%58 0.533

Martinsville Hwy 12000 1% 1% 0.094 13000N F1% 5% N N

US 58 Danville Expressway

WCL Danville; SR 51 Westover Dr

93%

Bus From:

To:

From:

Pittsylvania County 1.31 0%

Bus

58 0.602

Riverside Dr 12000 1% 1% 0.094 13000G F1% 5% F G

Bus US 29 Park Ave

93%

Bus From:To:

City of Danville 4.97 0%58 0.602

Riverside Dr 12000 1% 1% 0.083 12000G F1% 5% F G

SR 51 Westover Dr

93%

Bus From:To:

City of Danville 0.93 0%58 0.530

Riverside Dr 22000 1% 1% 0.083 22000G F1% 5% F G

Bus US 29 Central Blvd

93%

Bus From:To:

City of Danville 0.43 0%58 0.519

Riverside Dr 23000 1% 1% 0.085 23000G F1% 5% F G

Piney Forest Rd

93%

Bus From:To:

City of Danville 0.32 0%58 0.556

Riverside Dr 20000 1% 1% 0.088 21000G F1% 5% F G

Arnette Blvd

93%

Bus From:

To:

City of Danville 0.92 0%58 0.516

Riverside Dr 12000 1% 1% 0.08 13000G F1% 5% F G

N Main St

93%

Bus From:

To:

City of Danville 0.82 0%58 0.535

River St 15000 1% 1% 0.089 15000G F1% 5% F G

Old Halifax Rd

93%To:

City of Danville360 0.64 0%58 0.514

2186/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

South Boston Rd 14000 1% 1% 0.085 14000G F1% 5% F G

Old Halifax Rd

US 29, US 58 Danville Expressway

93%To:

From:

City of Danville360 1.24 0%

Bus

58 0.53

Jeb Stuart Hwy 510 1% 1% 0.108 500F F1% 8% F F

US 58 Danville Pike

Blue Ridge Parkway

89%

Bus From:To:

From:

Patrick County 0.93 0%

Bus

58 0.556

Jeb Stuart Hwy 1200 2% 1% 0.112 1200F F0% 0% C F

US 58 Danville Pike

96%To:

Patrick County 0.99 0%58 0.52

Dryden Loop 3100 0% 1% 0.09 3300G F1% 2% C G

Alt US 58

Alt US 58

95%To:

From:

Lee County 1.72 0%

Bus

58 0.585

1300 2% 1% 0.087 1300G F1% 3% C G

SR 47 North of Drakes Branch

NCL Drakes Branch

93%

From:

To:

From:

Town of Drakes Branch (Maint: 19) 0.55 0%59 0.538

1300 2% 1% 0.087 1300N F1% 3% N N

WCL Keysville

93%

From:

To:

Charlotte County 6.77 0%59 0.538

1300 2% 1% 0.087 1300N F1% 3% N N

SR 40 Keysville

93%To:

Town of Keysville (Maint: 19) 0.58 0%59 0.538

West Virginia State Line

FR-198 Jerrys Run RdFrom:

To:

From:

Alleghany County64 1.83 See I-64 for directional traffic volume estimates for this segment.60

8000 1% 1% 0.086 7700G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.549

03-661 Ogle Creek RdFrom:

To:

Alleghany County64 5.33 See I-64 for directional traffic volume estimates for this segment.60

8000 1% 1% 0.087 7600G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.541

I-64 East Ramp to SR 159From:

To:

Alleghany County64 2.85 See I-64 for directional traffic volume estimates for this segment.60

I-64 East

7700 1% 1% 0.086 7300G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.549

Ramp

SR 159 Midland TrailFrom:

To:

Alleghany County64 0.22 See I-64 for directional traffic volume estimates for this segment.60

I-64

Midland Trail Rd 1800 0% 1% 0.104 1900G F2% 16% C G

WCL Covington

82%

From:

To:

Alleghany County 0%60 0.709

N Monroe Avenue 3200 0% 1% 0.093 3400G F0% 0% F G

SR 154 W Riverside St

98%

From:

To:

City of Covington 0.09 0%60 0.587

N Monroe Avenue 2800 0% 1% 0.094 3000G F0% 0% F G

W Locust Street

98%

From:

To:

City of Covington 0.14 0%60 0.586

S Monroe Avenue 3900 0% 1% 0.085 4200G F0% 0% C G

E Oak Street

98%To:

City of Covington 0.43 0%60 0.545

2196/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

S Monroe Avenue 4000 0% 1% 0.088 4200G F0% 0% F G

E Oak Street

US 220 N Alleghany Ave

98%

From:To:

From:

City of Covington 0.40 0%60 0.545

E Madison Avenue 10000 0% 1% 0.080 11000G F0% 0% F G

S Highland Ave

98%

From:To:

City of Covington220 0.12 0%60 0.598

East Madison St 11000 1% 1% 0.084 12000G F1% 7% C G

SR 18 Carpenter St

91%

From:To:

City of Covington220 0.26 0%60 0.628

E Madison St 10000 1% 1% 0.083 11000G F2% 7% C G

ECL Covington

90%

From:To:

City of Covington220 0.46 0%60 0.595

Madison St 8800 1% 1% 0.08 9300G F2% 7% F G

US 220

90%

From:

To:

Alleghany County220 0.62 0%60 0.552

8800 1% 1% 0.08 9300N F2% 7% N N

I-64 East of Covington

90%

From:

To:

Alleghany County220P

0%60 0.552

Ramp to I-64 E at Exit 16 3600 0.098 3900G F G

I-64-E FROM RT 60EAST & RT 648SOUTHFrom:

To:

Alleghany County60P

220 0.2860

US 60; US 220

03-696From:

To:

Alleghany County64 220 4.81 See I-64 for directional traffic volume estimates for this segment.60

17000 1% 1% 0.079 16000G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

BUS US 60 BUS US 220 West of Clifton ForgeFrom:

To:

Alleghany County64 220 2.37 See I-64 for directional traffic volume estimates for this segment.60

17000 1% 1% 0.082 16000G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.525

WCL Clifton ForgeFrom:

To:

Alleghany County64 220 1.11 See I-64 for directional traffic volume estimates for this segment.60

10000 1% 1% 0.083 9900G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.505

ECL Clifton ForgeFrom:

To:

Town of Clifton Forge (Maint: 03)64 220 1.55 See I-64 for directional traffic volume estimates for this segment.60

10000 1% 1% 0.083 9900G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.505

US 220; BUS US 60From:

To:

Alleghany County64 220 0.97 See I-64 for directional traffic volume estimates for this segment.60

10000 1% 1% 0.083 9900G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.505

SR 42, SR 269From:

To:

Alleghany County64 1.78 See I-64 for directional traffic volume estimates for this segment.60

8900 1% 1% 0.086 8400G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.528

SR 269To:

Alleghany County64 6.38 See I-64 for directional traffic volume estimates for this segment.60

7300 1% 1% 0.081 6900G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.503

2206/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

SR 269

Rockbridge County LineFrom:

To:

From:

Alleghany County64 5.34 See I-64 for directional traffic volume estimates for this segment.60

Alleghany County Line

7800 1% 1% 0.08 7300G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.503

81-780From:

To:

Rockbridge County64 1.92 See I-64 for directional traffic volume estimates for this segment.60

7800 1% 1% 0.08 7300G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.503

US 60From:

To:

Rockbridge County64 7.38 See I-64 for directional traffic volume estimates for this segment.60

I-64-E TO RT 60WEST & EAST

7700 1% 1% 0.12 7600A A1% 23% C A74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.555

Ramp

I-64, 81- 623 NEAR KERRS CREEKFrom:

To:

Rockbridge County64 0.18 See I-64 for directional traffic volume estimates for this segment.60

1900 0% 1% 0.099 1900G F3% 2% C G

81-631 Big Spring Dr

94%

From:

To:

Rockbridge County 0.43 0%60 0.607

1900 0% 1% 0.107 1900G F0% 0% C G

81-641 West of Lexington

98%

From:

To:

Rockbridge County 3.09 0%60 0.590

3500 0% 1% 0.102 3400G F0% 0% F G

WCL Lexington

98%

From:

To:

Rockbridge County 2.08 0%60 0.588

Nelson St 3000 0% 1% 0.101 3100G F0% 0% C G

Borden Rd

98%

From:

To:

City of Lexington 0.13 0%60 0.595

Nelson St 4900 0% 1% 0.094 5200G F0% 0% F G

Glasgow Street

98%

From:To:

City of Lexington 0.45 0%60 0.535

Nelson St 5200 0% 1% 0.097 5500G F0% 0% F G

C2US 11-P, S Jefferson St

98%

From:To:

City of Lexington 0.20 0%60 0.561

Nelson St 6800 1% 1% 0.085 7300G F1% 1% F G

Randolph St

96%

From:

To:

City of Lexington 0.11 0%60

Randolph Street

0.582

Nelson St 6200 1% 1% 0.085 6600G F1% 1% F G

Spotswood Dr

96%

From:To:

City of Lexington 0.21 0%60 0.582

Nelson St 11000 1% 1% 0.091 12000G F1% 1% C G

ECL Lexington at US 11

96%

From:To:

City of Lexington 0.35 0%60 0.533

Midland Trail 12000 0% 1% 0.093 12000G F1% 1% C G

I-81 East of Lexington

97%

From:

To:

Rockbridge County 2.15 0%60 0.540

Midland Trail 12000 0% 1% 0.091 12000G F1% 3% F G

81-608 W, Pathfinder Dr

94%

From:

To:

Rockbridge County 2.17 0%60 0.55

Midland Trail, James A. Anderson Memorial Hwy 10000 0% 1% 0.091 NAG F1% 3% F

WCL Buena Vista

94%To:

Rockbridge County 0.90 0%60 0.713

2216/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Lexington Ave 8600 0% 1% 0.086 9200G F1% 3% F G

WCL Buena Vista

Alleghany Ave

94%

From:To:

From:

City of Buena Vista 0.08 0%60 0.517

Lexington Ave 8300 0% 1% 0.087 8900G F1% 3% C G

Beech Ave

94%

From:To:

City of Buena Vista 0.53 0%60 0.514

29th St 3800 1% 1% 0.094 4100G F2% 5% C G

ECL Buena Vista

91%

From:To:

City of Buena Vista 1.31 0%60 0.545

1200 1% 1% 0.092 1200G F2% 5% F G

Amherst County Line

91%

From:

To:

Rockbridge County 3.12 0%60

Rockbridge County Line

0.559

Lexington Tpke 900 1% 1% 0.095 880G F1% 22% C G

05-635 Forks of Buffalo

75%

From:

To:

Amherst County 9.42 0%60 0.538

Lexington Tpke 1500 1% 2% 0.098 1500G F2% 13% C G

05-778 West of Amherst

82%

From:

To:

Amherst County 6.92 0%60 0.591

Lexington Tpke 2200 1% 1% 0.09 2200G F1% 22% F G

WCL Amherst

75%

From:

To:

Amherst County 5.30 0%60 0.619

Lexington Tpke 2200 1% 1% 0.09 2200N F1% 22% N N

Bus US 29 Main St

75%

From:

To:

Town of Amherst (Maint: 05) 0.44 0%60 0.619

E. Lexington Ave 6000 1% 1% 0.085 6400G F1% 22% F G

US 29 By-Pass East of Amherst

75%

From:

To:

Town of Amherst (Maint: 05) 0%60 0.508

Richmond Hwy 5300 2% 1% 0.108 5600G F1% 8% C G

ECL Amherst

87%

From:

To:

Town of Amherst (Maint: 05) 0%60 0.534

Richmond Hwy 5300 2% 1% 0.108 5600N F1% 8% N N

05-606 W, Dulwich Dr

87%

From:To:

Amherst County 0.75 0%60 0.534

Richmond Hwy 5300 2% 1% 0.108 5600N F1% 8% N N

05-606 E, Fox Hall Dr

87%

From:

To:

Amherst County 0.04 0%60

05-600 Riverville Rd

0.534

Richmond Hwy 1600 1% 1% 0.090 1500G F3% 26% C G

Nelson County Line

68%

From:

To:

Amherst County 4.05 0%60

Amherst County Line

0.535

Richmond Hwy 1400 1% 2% 0.109 1400G F1% 21% C G

Appomattox County Line

76%

From:

To:

Nelson County 6.33 0%60

Nelson County Line

0.571

Anderson Hwy 900 1% 2% 0.095 890F F2% 7% F F

Buckingham County Line

89%

From:

To:

Appomattox County 4.14 0%60

Appomattox County Line

0.592

James Anderson Hwy 700 1% 2% 0.105 680G F4% 25% C G

SR 24 Mount Rush

67%

From:

To:

Buckingham County 9.37 0%60 0.52

James Anderson Hwy 2500 1% 1% 0.089 2500G F1% 11% C G

SR 56 Dentons Corner

86%To:

Buckingham County 2.02 0%60 0.627

2226/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

James Anderson Hwy 3600 1% 1% 0.092 3600G F1% 11% F G

SR 56 Dentons Corner

14-633 Buckingham CH

86%

From:

To:

From:

Buckingham County 1.75 0%60

14-633 Oak Hill Rd

0.727

James Anderson Hwy 3700 1% 1% 0.093 3600G F1% 11% F G

US 15 Sprouses Corner

86%

From:To:

Buckingham County 4.03 0%60 0.657

James Anderson Hwy 2300 1% 2% 0.098 2300G F1% 6% C G

Cumberland County Line

90%

From:

To:

Buckingham County 8.38 0%60

Buckingham County Line

0.570

Anderson Hwy 2400 1% 1% 0.090 2400G F1% 5% C G

SR 45 West of Cumberland CH

91%

From:To:

Cumberland County 4.06 0%60 0.531

Anderson Hwy 6800 1% 2% 0.088 6600F F1% 6% F F

24-600 Stoney Point Rd

90%

From:

To:

Cumberland County45 2.42 0%60 0.548

Anderson Hwy 8200 0% 2% 0.088 8000F F1% 2% C F

SR 13 Old Buckingham Rd

95%

From:

To:

Cumberland County45 1.09 0%60 0.576

Anderson Hwy 6500 1% 1% 0.088 6300F F1% 10% F F

SR 45 East of Cumberland CH

87%

From:

To:

Cumberland County45 1.34 0%60 0.576

Anderson Hwy 4400 1% 1% 0.11 4500A A1% 3% C A

Powhatan County Line

94%

From:

To:

Cumberland County 6.05 0%60

Cumberland County Line

0.548

James Anderson Hwy 6700 1% 1% 0.09 6600F F1% 3% F F

72-629 Old Tavern Rd; Trenholm Rd

94%

From:

To:

Powhatan County 4.19 0%60 0.629

James Anderson Hwy 9800 1% 1% 0.096 9600F F1% 3% C F

US 522 Maidens Rd

94%

From:

To:

Powhatan County 5.41 0%60 0.66

James Anderson Hwy 17000 0% 1% 0.088 18000G F1% 1% F G

SR 300 Scottsville Rd

96%

From:To:

Powhatan County 1.85 0%60 0.716

James Anderson Hwy 22000 0% 1% 0.091 22000G F1% 1% F G

72-622 Dorset Rd

96%

From:To:

Powhatan County 5.01 0%60 0.663

James Anderson Hwy 26000 0% 1% 0.094 26000G F1% 1% C G

Stavemill Rd

96%

From:To:

Powhatan County 2.88 0%60 0.647

James Anderson Hwy 31000 0% 1% 0.098 31000G F1% 1% F G

Chesterfield County Line

96%

From:

To:

Powhatan County 2.22 0%60

Powhatan County Line

0.656

Midlothian Tpke 35000 0% 1% 0.092 37000N F0% 1% N N

20-607 Huguenot Springs Rd

98%

From:

To:

Chesterfield County 1.36 0%60 0.649

Midlothian Tpke 35000 0% 1% 0.092 37000G F0% 1% F G

SR 288

98%

From:

To:

Chesterfield County 1.33 0%60 0.649

Midlothian Tpke 35000 0% 1% 0.092 37000G F0% 1% F G

20-667 Otterdale Rd

98%

From:

To:

Chesterfield County 0.63 0%60 0.649

Midlothian Tpke 34000 0% 1% 0.091 36000G F0% 1% F G

20-754 Coalfield Rd

98%To:

Chesterfield County 1.46 0%60 0.553

2236/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Midlothian Tpke 43000 0% 1% 0.086 46000G F0% 1% F G

20-754 Coalfield Rd

SR 147 Huguenot Rd

98%

From:To:

From:

Chesterfield County 2.26 0%60 0.568

Midlothian Tpke 46000 0% 1% 0.108 48000F A1% 1% F F

20-675 Robius Rd

97%

From:To:

Chesterfield County 1.79 0%60 0.523

Midlothian Tpke 63000 0% 1% 0.087 66000G F0% 1% F G

SR 76 Powhite Pkwy

98%

From:To:

Chesterfield County 1.12 0%60 0.513

Midlothian Tpke 52000 0% 1% 0.082 55000G F0% 1% F G

20-678 Providence Rd

98%

From:To:

Chesterfield County 0.95 0%60 0.528

Midlothian Tpke 57000 0% 1% 0.081 60000G F0% 1% F G

SR 150 Chippenham Pkwy; WCL Richmond

98%

From:

To:

Chesterfield County 1.30 0%60 0.514

Midlothian Tpke 38000 0% 1% 0.083 41000G F0% 1% F G

Carnation St

98%

From:

To:

City of Richmond 0.38 0%60 0.53

Midlothian Tpke 24000 1% 1% 0.088 NAG F0% 0% C

SR 161 Belt Blvd

98%

From:

To:

City of Richmond 1.78 0%60 0.594

Midlothian Tpke 18000 1% 1% 0.095 19000G F0% 0% C G

Roanoke St

99%

From:

To:

City of Richmond 0.62 0%60

Midlothian Tpke

0.589

Roanoke St 8000 1% 0% 0.1 8600G F0% 0% C G

Forest Hill Ave

98%

From:

To:

City of Richmond 0.45 0%60

Roanoke St

0.607

Forest Hill Ave 20000 1% 1% 0.097 21000G F0% 0% C G

Semmes Ave

98%

From:

To:

City of Richmond 0.22 0%60

Forest Hill Ave

0.63

Semmes Ave 18000 1% 0% 0.101 19000G F0% 0% C G

US 1, US 301 Cowardin Ave

98%

From:To:

City of Richmond 1.13 0%60 0.664

Semmes Ave 11000 1% 0% 0.119 11000G F0% 0% F G

Manchester Bridge

98%

From:

To:

City of Richmond 0.56 0%60

Semmes Ave

0.704

Manchester Bridge 15000 1% 0% 0.121 17000G F0% 0% F G

9th St

98%

From:

To:

City of Richmond 0.49 0%60

Manchester Bridge

0.601

9th St 10000 1% 0% 0.154 11000G F0% 0% F G

SR 147 Cary St

98%

From:

To:

City of Richmond 0%60

SR 147; 9th St

17000 1% 0% 0.114 18000G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.641

Cary St 3400 1% 0% 0.085 3600G F0% 0% F G

US 360 14th Street

98%

From:

To:

City of Richmond 0.45 0%60

US 360 14th St

12000 1% 0% 0.097 13000G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.635

14th St 11000 0% 1% 0.093 13000N F0% 0% N N

RT 360/MAIN STREET

98%To:

City of Richmond360 0.08 0%60 0.507

2246/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Main St 14000 0% 1% 0.102 NAG F0% 0% F

14th St

RT 360

98%

From:

To:

From:

City of Richmond360 0.30 0%60

US 360, 18th St

0.748

Main St 13000 1% 0% 0.087 14000G F0% 0% F G

21st St

98%

From:To:

City of Richmond 0.18 0%60 0.768

Main St 14000 1% 0% 0.089 15000G F0% 0% F G

25th St

98%

From:To:

City of Richmond 0.25 0%60 0.765

Main St 14000 2% 1% 0.097 16000G F2% 1% C G

Williamsburg Ave

94%

From:

To:

City of Richmond5 0.30 0%60

Main St

0.585

Williamsburg Ave 9500 1% 1% 0.087 10000G F1% 1% F G

Stoney Run Dr

97%

From:

To:

City of Richmond 0.46 0%60

Williamsburg Ave

0.602

Stoney Run Dr 2400 1% 1% 0.106 2600G F1% 1% F G

Government Rd

97%

From:

To:

City of Richmond 0.50 0%60

Stoney Run Dr

0.579

Government Rd 5400 1% 1% 0.091 5900G F1% 1% F G

Williamsburg Rd

97%

From:

To:

City of Richmond 0.73 0%60

Government Rd

0.591

Williamsburg Rd 8400 1% 1% 0.097 9000G F1% 2% C G

ECL Richmond

96%

From:

To:

City of Richmond 0.39 0%60 0.509

Williamsburg Rd 14000 1% 1% 0.085 15000G F1% 1% F G

Charles City Rd

97%

From:

To:

Henrico County 0.57 0%60 0.524

Williamsburg Rd 11000 1% 1% 0.091 12000G F1% 1% C G

Laburnum Ave

97%

From:To:

Henrico County 1.54 0%60 0.509

Williamsburg Rd 13000 1% 1% 0.082 14000G F1% 3% C G

SR 156 Airport Dr

94%

From:To:

Henrico County 1.23 0%60 0.571

Williamsburg Rd 9400 1% 1% 0.084 10000G F1% 3% F G

SR 33 Nine Mile Rd

94%

From:To:

Henrico County156 1.48 0%60 0.53

Williamsburg Rd 10000 1% 1% 0.091 11000G F1% 3% F G

I-295

94%

From:To:

Henrico County33 156 1.40 0%60 0.555

Williamsburg Rd 12000 1% 1% 0.123 12000A A2% 3% C A

SR 156; Elko Rd

94%

From:

To:

Henrico County33 156 2.24 0%60

SR 156 Elko Rd

0.642

Williamsburg Rd 8100 1% 1% 0.095 8500G F2% 3% F G

New Kent County Line

94%

From:

To:

Henrico County33 1.85 0%60

Henrico County Line

0.647

Pocahontas Trail 13000 1% 1% 0.086 13000G F2% 3% F G

SR 33 New Kent Hwy

94%

From:

To:

New Kent County33 0.91 0%60

SR 33 Bottoms Bridge

0.599

Pocahontas Trail 10000 0% 1% 0.093 10000G F3% 2% F G

SR 106

94%To:

New Kent County 4.03 0%60 0.620

2256/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Pocahontas Trail 5500 0% 1% 0.093 5500G F3% 2% F G

SR 106

63-615 Mountcastle Rd

94%

From:To:

From:

New Kent County 2.62 0%60 0.634

Pocahontas Trail 6600 0% 1% 0.115 6600G F3% 2% C G

SR 155 Providence Forge

94%

From:To:

New Kent County 2.88 0%60 0.677

Pocahontas Trail 4300 0% 1% 0.092 4300G F3% 2% F G

James City County Line

94%

From:

To:

New Kent County 8.58 0%60

New Kent County Line

0.549

Richmond Rd 6300 1% 1% 0.100 6200G F0% 0% F G

SR 30 North of Toano

98%

From:To:

James City County 5.05 0%60 0.651

Richmond Rd 14000 1% 1% 0.095 15000G F0% 0% F G

47-607 Croaker Rd

98%

From:

To:

James City County 3.12 0%60 0.585

Richmond Rd 18000 1% 1% 0.09 20000G F0% 0% C G

47-614 Centerville Rd

98%

From:

To:

James City County 2.85 0%60 0.548

Richmond Rd 21000 1% 1% 0.086 23000G F0% 0% F G

SR 199

98%

From:

To:

James City County 0.15 0%60 0.524

Richmond Rd 11000 1% 1% 0.091 12000G F0% 0% F G

47-658 Olde Towne Rd

98%

From:

To:

James City County 1.81 0%60 0.529

Richmond Rd 18000 0% 1% 0.083 20000N F0% 0% N N

WCL Williamsburg

99%

From:

To:

James City County 0.43 0%60 0.500

Richmond Rd 18000 0% 1% 0.083 20000G F0% 0% F G

Ironbound Rd

99%

From:

To:

City of Williamsburg 1.37 0%60 0.500

Richmond Rd 21000 0% 1% 0.077 NAG F0% 0% C

Bypass Rd

99%

From:

To:

City of Williamsburg 0.30 0%60

Richmond Rd

0.551

Bypass Rd 20000 0% 0% 0.077 NAG F0% 0% C

NCL Williamsburg

99%

From:To:

City of Williamsburg 0.11 0%60 0.541

Bypass Rd 20000 0% 0% 0.077 NAN F0% 0% N

NCL Williamsburg

99%

From:To:

York County 1.12 0%60 0.541

Bypass Rd 11000 0% 1% 0.093 12000G F0% 0% C G

Parkway Dr

98%

From:To:

City of Williamsburg 0.50 0%60 0.587

Bypass Rd 9300 0% 1% 0.093 9800G F0% 0% F G

SR 5 Capitol Landing Rd

98%

From:

To:

City of Williamsburg 0.16 0%60 0.595

Page St 12000 0% 1% 0.092 13000G F0% 0% F G

Second Street

98%

From:

To:

City of Williamsburg5 0.31 0%60 0.576

Page St 11000 0% 1% 0.09 12000G F0% 0% C G

SR 5 Lafayette St; York St

98%

From:

To:

City of Williamsburg5 0.25 0%60

SR 5 Lafayette St; Page St

0.567

York St 10000 1% 1% 0.103 11000G F0% 0% C G

ECL Williamsburg

98%To:

City of Williamsburg 0.60 0%60 0.555

2266/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Pocahontas Trail 7900 1% 1% 0.089 8300G F0% 0% F G

ECL Williamsburg

SR 199

98%

From:To:

From:

James City County (Maint: 137) 1.34 0%60 0.522

Pocahontas Trail 7900 1% 1% 0.089 8300N F0% 0% N N

York County Line

98%

From:

To:

James City County 0.04 0%60

James City County Line

0.522

Pocahontas Trail 7900 1% 1% 0.089 8300N F0% 0% N N

Entrance to Busch Gardens

98%

From:To:

York County 0.31 0%60 0.522

Pocahontas Trail 8900 2% 2% 0.086 9500G F1% 4% F G

James City County Line

91%

From:

To:

York County 2.22 0%60

York County Line

0.54

Pocahontas Trail 8900 2% 2% 0.096 9400G F1% 4% C G

NCL Newport News

91%

From:

To:

James City County 3.10 0%60

James City County Line

0.527

Warwick Blvd 9000 2% 2% 0.085 9600G F1% 4% F G

Yorktown Rd

91%

From:

To:

City of Newport News 1.70 0%60 0.534

Warwick Blvd 12000 1% 1% 0.084 13000G F1% 3% C G

SR 105 Ft Eustis Blvd

93%

From:

To:

City of Newport News 1.61 0%60 0.535

Warwick Blvd 28000 1% 1% 0.09 NAG F1% 3% F

Snidow Blvd

93%

From:

To:

City of Newport News 1.68 0%60 0.605

Warwick Blvd 30000 1% 1% 0.082 32000G F0% 0% F G

Denbigh Blvd

97%

From:

To:

City of Newport News 1.66 0%60 0.543

Warwick Blvd 31000 1% 1% 0.080 33000G F0% 0% F G

Bland Blvd

97%

From:

To:

City of Newport News 0.78 0%60 0.51

Warwick Blvd 34000 1% 1% 0.088 36000G F0% 0% F G

Oyster Point Rd

97%

From:To:

City of Newport News 1.45 0%60 0.53

Warwick Blvd 29000 1% 0% 0.087 31000G F0% 0% F G

Deep Creek Road

98%

From:To:

City of Newport News 2.39 0%60 0.549

Warwick Blvd 31000 1% 0% 0.084 33000G F0% 0% F G

J Clyde Morris Blvd

98%

From:To:

City of Newport News 0.89 0%60 0.531

Warwick Blvd 26000 1% 0% 0.1 NAG F0% 0% C

Harpersville Rd

98%

From:To:

City of Newport News 1.07 0%60 0.599

Warwick Blvd 23000 1% 0% 0.101 24000G F0% 0% F G

Main Street

98%

From:

To:

City of Newport News 1.49 0%60 0.629

Warwick Blvd 22000 1% 0% 0.112 23000G F0% 0% F G

Mercury Blvd

98%

From:

To:

City of Newport News 1.08 0%60 0.722

Warwick Blvd 23000 1% 0% 0.126 NAG F0% 0% C

Huntington Ave

98%To:

City of Newport News 0.61 0%60 0.855

2276/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Huntington Ave 8800 1% 0% 0.188 9300G F0% 0% F G

Warwick Blvd

50th St

98%

From:

To:

From:

City of Newport News 1.24 0%60

20000 1% 1% 0.112 21000G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.82

Huntington Ave 9200 1% 0% 0.132 9800G F0% 0% F G

39th St

98%

From:

To:

City of Newport News 0.55 0%60

21000 1% 1% 0.118 23000G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.619

Huntington Ave 10000 1% 0% 0.174 11000G F0% 0% F G

29th St

98%

From:To:

City of Newport News 0.50 0%60

13000 1% 1% 0.177 14000G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.664

Huntington Ave 5100 1% 0% 0.195 5400G F0% 0% F G

25th St

98%

From:

To:

City of Newport News 0.28 0%60

Huntington Ave

8600 1% 1% 0.185 9100G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.605

25th St 7600 0.225 NAG F

I-664From:

To:

City of Newport News 0.2360

25th St 2300 2% 3% 0.225 2500G F0% 0% C G

Jefferson Ave

94%

From:To:

City of Newport News 0.25 0%60

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

25th St 1900 2% 3% 0.116 2000G F0% 0% F G

Roanoke Ave

94%

From:

To:

City of Newport News 0.76 0%60

3000 2% 2% 0.1 3200G F0% 0% F G95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.698

0.518

25th St 1500 3% 1% 0.103 1600G F0% 0% C G

26th St

95%

From:

To:

City of Newport News 0.51 0%60

2400 4% 2% 0.095 2500G F0% 0% C G94% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.560

0.607

25th St 3400 2% 3% 0.089 3600G F0% 0% F G

WCL Hampton

94%

From:

To:

City of Newport News 0.53 0%60

WCL Newport News

0.507

Kecoughtan Rd 3700 2% 1% 0.096 4000G F0% 0% C G

Powhatan Pkwy

96%

From:To:

City of Hampton 1.18 0%60 0.504

Kecoughtan Rd 4800 1% 1% 0.096 5100G F0% 0% F G

Lasalle Ave

98%

From:To:

City of Hampton 1.03 0%60 0.505

Kecoughtan Rd 6200 1% 1% 0.091 6600G F0% 0% C G

SR 143 Victoria Blvd

98%

From:

To:

City of Hampton 1.04 0%60 0.53

Kecoughtan Rd 8500 1% 1% 0.089 9000G F0% 0% F G

Settlers Landing Rd

98%

From:

To:

City of Hampton143 0.26 0%60

Kecoughtan Rd

0.51

Settlers Landing Rd 12000 1% 1% 0.087 13000G F0% 0% C G

SR 134 Armistead Ave

97%To:

City of Hampton143 0.13 0%60 0.585

2286/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Settlers Landing Rd 11000 1% 1% 0.089 11000G F0% 0% F G

SR 134 Armistead Ave

Eaton St

97%

From:To:

From:

City of Hampton143 0.46 0%60 0.612

Settlers Landing Rd 14000 1% 1% 0.082 15000G F0% 0% F G

I-64

97%

From:To:

City of Hampton143 0.67 0%60 0.645

Ramp 6500 0% 1% 0.114 6600G F1% 3% F G

I-64-E FROM RTS 60 & 143SETTLERS LAND

95%

From:

To:

City of Hampton (Maint: 99)60 0.13 0%60

US 60 SR 143 Tyler St

Hampton Roads Beltway

SR 169 Mallory StFrom:

To:

City of Hampton (Maint: 99)64 0.33 See I-64 for directional traffic volume estimates for this segment.60

82000 0% 1% 0.072 84000G F1% 2% F G96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

Hampton Roads Bridge Tunnel

WCL NorfolkFrom:

To:

City of Hampton (Maint: 99)64 4.00 See I-64 for directional traffic volume estimates for this segment.60

ECL Hampton

83000 1% 1% 0.08 82000F B0% 2% C F96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

Hampton Roads Bridge Tunnel

Bayville StFrom:

To:

City of Norfolk (Maint: 64)64 0.09 See I-64 for directional traffic volume estimates for this segment.60

83000 1% 1% 0.08 82000F B0% 2% C F96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

Hampton Roads Beltway

4th View StFrom:

To:

City of Norfolk (Maint: 64)64 1.74 See I-64 for directional traffic volume estimates for this segment.60

I-64-E TO 4TH VIEW ST

77000 0% 1% 0.076 80000F F1% 2% F F96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.544

Ramp

I-64 WFrom:

To:

City of Norfolk (Maint: 64)64 0.17 See I-64 for directional traffic volume estimates for this segment.60

I-64

4th View St 11000 1% 1% 0.088 11000G F0% 0% C G

Ocean View Ave East

98%

From:

To:

City of Norfolk (Maint: 64) 0.25 0%60

4th View St

0.709

Ocean View Ave East 12000 0% 1% 0.096 13000G F0% 0% C G

US 460 Granby St

99%

From:To:

City of Norfolk 0.95 0%60 0.514

Ocean View Ave East 16000 0% 1% 0.096 17000G F0% 0% F G

SR 194 Chesapeake Blvd

99%

From:To:

City of Norfolk 0.47 0%60 0.514

Ocean View Ave East 14000 0% 1% 0.095 15000G F0% 0% F G

122-8618 Cape View Ave

99%

From:To:

City of Norfolk 1.41 0%60 0.631

Ocean View Ave East 16000 0% 1% 0.095 17000G F0% 0% F G

21st Street

99%

From:

To:

City of Norfolk 1.67 0%60 0.583

Shore Dr 22000 1% 1% 0.089 24000G F0% 0% C G

SR 170 Little Creek Rd

98%

From:

To:

City of Norfolk 0.88 0%60 0.555

Shore Dr 21000 0% 1% 0.088 22000G F0% 0% F G

WCL Virginia Beach

99%To:

City of Norfolk 0.97 0%60 0.512

2296/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Shore Dr 23000 0% 1% 0.09 24000G F0% 0% F G

ECL Norfolk

SR 166 Diamond Springs Rd

99%

From:To:

From:

City of Virginia Beach 0.22 0%60 0.508

Shore Dr 18000 0% 1% 0.089 19000G F0% 0% F G

SR 225 Independence Blvd

99%

From:To:

City of Virginia Beach 1.81 0%60 0.543

Shore Dr 13000 0% 1% 0.084 13000G F0% 0% F G

US 13 Northampton Blvd

99%

From:To:

City of Virginia Beach 1.05 0%60 0.566

Shore Dr 26000 0% 1% 0.123 27000A A0% 0% C A

Bay Lake Rd

99%

From:To:

City of Virginia Beach 0.66 0%60 0.582

Shore Dr 24000 0% 1% 0.087 26000G F0% 0% F G

SR 279 Great Neck Rd

99%

From:

To:

City of Virginia Beach 2.60 0%60 0.556

Shore Dr 9400 0% 1% 0.085 10000G F0% 0% F G

Seashore State Park Entrance

99%

From:

To:

City of Virginia Beach 1.18 0%60 0.503

Shore Dr 7200 0% 1% 0.092 7600G F0% 0% F G

Atlantic Ave

99%

From:

To:

City of Virginia Beach 3.58 0%60

83rd St

0.508

Atlantic Ave 11000 0% 1% 0.082 11000G F0% 0% F G

50th St

99%

From:

To:

City of Virginia Beach 2.07 0%60 0.5

Atlantic Ave 14000 0% 1% 0.08 14000G F0% 0% F G

Pacific Ave

99%

From:

To:

City of Virginia Beach 0.59 0%60

Atlantic Ave

0.538

Pacific Ave 15000 0% 1% 0.077 16000G F0% 0% F G

US 58 Laskin Rd

99%

From:

To:

City of Virginia Beach 0.73 0%60 0.527

Pacific Ave 12000 0% 1% 0.074 12000G F0% 0% F G

22nd St

99%

From:To:

City of Virginia Beach 0.65 0%60 0.572

Pacific Ave 12000 0% 1% 0.072 13000G F0% 0% F G

21st St

99%

From:To:

City of Virginia Beach 0.07 0%60 0.605

Pacific Ave 12000 0% 1% 0.075 13000G F0% 0% F G

17th St

99%

From:To:

City of Virginia Beach 0.27 0%60 0.553

Atlantic Ave 5200 0% 1% 0.083 5600G F0% 0% F G

5th St

98%To:

City of Virginia Beach 1.15 0%60 0.555

Ramp 980 0.131 970G F G

US 60 Midland Trail Rd

I-64 EastTo:

From:

Alleghany County 0.2760

Ramp 500 0.175 500G F G

US 60 Midland Trail Rd

I-64 WestTo:

From:

Alleghany County60P

0.1160

Ramp to I-64 W at Exit 16 1300 0.101 1400G F G

US 60 Madison St

I-64 WestTo:

From:

Alleghany County 0.0860

2306/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp to I-64 E at Exit 16 3600 0.098 3900G F G

US 60

I-64 EastTo:

From:

Alleghany County220P

0.2860

Ramp 190 0.126 190G F G

81-623 Frederickburg Rd

I-64 WestTo:

From:

Rockbridge County 0.2060

Ramp 830 0.141 830G F G

US 60

I-64 EastTo:

From:

Rockbridge County 0.2660

Ramp to I-81 S at Exit 188 1400 0.100 1400G F G

Ramps US 60 E060A; US 60 W060A

I-81 NTo:

From:

Rockbridge County 0.2160 0.65

Ramp to I-81 N at Exit 188 3300 0.092 3300G F G

Ramps US 60 E060B; US 60 W060B

I-81 NorthTo:

From:

Rockbridge County 0.1660 0.851

Ramp 4200 0.277 4500G F G

US 60 25th; 26th St Split

I-664 EastTo:

From:

City of Newport News (Maint: 99) 0.1060

Ramp 5200 0.162 5500G F G

US 60 Ramp Merge

I-664 WestTo:

From:

City of Newport News (Maint: 99) 0.1860

Ramp 6500 0% 1% 0.114 6600G F1% 3% F G

US 60 Settlers Landing Rd

I-64 East

95%To:

From:

City of Hampton (Maint: 99) 0.13 0%60

Ramp 8800 0.082 9400G F G

US 60, SR 143

I-64 WestTo:

From:

City of Hampton (Maint: 99)60

Ramp 2200 0.107 2400G F G

US 60 4th View St

I-64 EastTo:

From:

City of Norfolk (Maint: 64) 0.1760

Ramp 6400 0.127 6800G F G

US 60 4th View St

I-64 WestTo:

From:

City of Norfolk (Maint: 64) 0.1860

Ramp toward I-81 S at Exit 188 790 0.118 790G F G

US 60 E

Ramp US 60 60 ATo:

From:

Rockbridge County 0.04

East

60

Ramp toward I-81 N at Exit 188 540 0.113 540G F G

US 60 E

Ramp US 60 60 BTo:

From:

Rockbridge County 0.05

East

60

Ramp 730 1% 2% 0.109 770G F2% 5% C G

US 60 E, Williamsburg Rd

I-295 East Collector Rd

90%To:

From:

Henrico County 0.42 0%

East

60

2316/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 1100 0% 2% 0.142 1100G F2% 3% C G

US 60 E, Williamsburg Rd

I-295 West Collector Rd

92%To:

From:

Henrico County 0.23 0%

East

60

Ramp 3200 NA 3500G G

US 60 25th St

US 60- 267A; 4US 60-P000A FROM HUNTo:

From:

City of Newport News (Maint: 99) 0.20

East

60

Ramp toward I-81 S at Exit 188 610 0.133 610G F G

US 60 W

Ramp US 60 60 ATo:

From:

Rockbridge County 0.03

West

60

Ramp toward I-81 N at Exit 188 2800 0.087 2800G F G

US 60 W

Ramp US 60 60 BTo:

From:

Rockbridge County 0.07

West

60

Ramp 1900 1% 1% 0.150 2000G F1% 4% C G

US 60 W, Williamsburg Rd

I-295 East Collector Rd

93%To:

From:

Henrico County 0.23 0%

West

60

Ramp 5400 1% 1% 0.156 5800G F2% 3% C G

US 60 W, Williamsburg Rd

I-295 West Collector Rd

94%To:

From:

Henrico County 0.39 0%

West

60

8th St 6400 1% 0% 0.163 6800G F0% 0% F G

Manchester Bridge

Canal St

98%

From:

To:

From:

City of RichmondP

0.19 0%60

17000 1% 0% 0.114 18000G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.641

8th St 7100 1% 0% 0.135 8000G F0% 0% F G

Main St

98%

From:

To:

City of RichmondP

0.21 0%60

8th St

18000 1% 0% NA 19000G 0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

Main St 8300 1% 0% 0.105 9500G F0% 0% F G

14th St

98%

To:

City of RichmondP

0.37 0%60

12000 1% 0% 0.097 13000G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.635

Ramp 700 0.3 740G F G

I-64-W FROM OCEAN VIEW AVE60 PARALLEL

I-64 WFrom:

To:

From:

City of Norfolk (Maint: 64)P

60P

0.0360

Ocean View Ave 4900 1% 1% 0.094 5200G F0% 0% C G

4th View St

98%To:

City of NorfolkP

0%60 0.776

Ramp 700 0.3 740G F G

US 60 Ocean View Ave

I-64 WestTo:

From:

City of Norfolk (Maint: 64)P

0.0360

Warwick Blvd 11000 1% 1% 0.162 12000G F0% 0% C G

US 60

50Th St

97%

To:

From:

City of Newport NewsP

0%60

20000 1% 1% 0.112 21000G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.820

2326/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Warwick Blvd 12000 1% 1% 0.142 13000G F0% 0% F G

50Th St

38Th St

98%

From:

To:

From:

City of Newport NewsP

0.59 0%60

21000 1% 1% 0.118 23000G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.619

Warwick Blvd 3500 1% 1% 0.235 3700G F0% 0% C G

25Th St

98%

To:

City of Newport NewsP

0.77 0%60

13000 1% 1% 0.177 14000G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.664

26th St 1100 2% 2% 0.084 1200G F0% 0% C G

US 60

Chestnut Ave

96%

From:To:

From:

City of Newport NewsP

1.39 0%60

3000 2% 2% 0.106 3200G F0% 0% F G95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.557

26th St 890 4% 3% 0.086 940G F0% 0% C G

25th St

93%

To:

City of Newport NewsP

0.49 0%60

2400 4% 2% 0.095 2500G F0% 0% C G94% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.606

Ramp 710 NA 770G G

US 60 26th Street

US 60 East Exit 267A RampTo:

From:

City of Newport News (Maint: 99)P

0.2960

Ramp 500 0.175 500G F G

I-64-W FROM RT 60WEST AND RT 159

US 60 TO I-64 WESTTo:

From:

Alleghany CountyP

60 0.1160

Ridgeway St

Bus

6400 1% 1% 0.089 6800G F0% 0% C G

I-64, SR 384

WCL Clifton Forge

98%

BusBus From:

To:

From:

Alleghany County220 0.44 0%

Bus

60 0.543

Ridgeway St 6900 1% 0% 0.095 7400G F0% 0% F G

6th St

99%

BusBus From:To:

Town of Clifton Forge220 0.27 0%60 0.524

Ridgeway St 6700 1% 0% 0.098 7100G F0% 0% C G

Roxbury St

99%

BusBus From:To:

Town of Clifton Forge220 0.61 0%60 0.514

Ridgeway St 5800 1% 0% 0.083 6200G F0% 0% F G

Commercial Ave

99%

BusBus From:To:

Town of Clifton Forge220 0.14 0%60

6600 1% 0% 0.090 7000G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.595

0.531

Ridgeway St 5800 1% 0% 0.083 6200N F0% 0% N N

Bus US 220 Main St

99%

BusBus From:

To:

Town of Clifton Forge220 188P

188 0.07 0%60

Bus US 220 Ridgeway St

6800 1% 0% 0.090 7200N F0% 0% N N98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.595

0.531

Main St 5300 1% 0% 0.096 5600G F0% 0% C G

B St

98%

BusBus From:

To:

Town of Clifton Forge220 0.26 0%60 0.536

Main St 5200 1% 0% 0.095 5500G F0% 0% F G

Bus US 220

98%To:

Town of Clifton Forge220 0.06 0%60 0.535

2336/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

4400 0% 0% 0.091 4700G F0% 0% C G

US 220 Bus

ECL Clifton Forge

99%

Bus From:To:

From:

Town of Clifton Forge 0.87 0%

Bus

60 0.524

Main St 3600 0% 1% 0.095 3800G F0% 1% C G

US 220 Market Ave

98%

Bus From:To:

Alleghany County 0.34 0%60 0.527

Grafton St 5700 1% 1% 0.089 6000G F1% 8% C G

03-670 Longdale Furnace Road

89%

Bus From:To:

Alleghany County220 42 0.47 0%60 0.528

Market Ave 5700 1% 1% 0.081 6000G F1% 8% F G

I-64 US 60

89%To:

Alleghany County220 0.19 0%60 0.526

Ramp 2900 0.106 2900G F G

SR 384 Dabney S Lancaster Community College Road S

I-64 WestTo:

From:

Alleghany County 0.14

Bus

60

Ramp 400 0.137 400G F G

Bus US 60

I-64 EastTo:

From:

Alleghany County 0.20

Bus

60

Ramp 860 0.093 920G F G

Ramp Merge

I-64 EastTo:

From:

Alleghany County 0.14

Bus

60

Ramp 2200 0.087 2300G F G

03-629 Douthat Rd

I-64 WestTo:

From:

Alleghany County220 0.22

Bus

60

Ramp 1800 0.107 1800G F G

C1US 60 Gap TO I-64 EAST

C1US 60-W003A C1US 60- 3A FROMTo:

From:

Alleghany County 0.03

Bus

60

Roxbury St

Bus

1800 1% 1% 0.098 1900G F0% 1% F G

Ridgeway St

Kesswick St

97%

BusBus From:

To:

From:

Town of Clifton ForgeP

220 0.05 0%

Bus

60

Roxbury St

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.679

Kesswick St 730 1% 1% 0.111 770G F0% 1% C G

Main St

97%

BusBus From:

To:

Town of Clifton ForgeP

220 0.14 0%60

Kesswick St

6600 1% 0% 0.090 7000G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.530

Main St 940 1% 1% 0.101 990G F0% 1% F G

Ridgeway Street

97%

To:

Town of Clifton ForgeP

220 188P

188 0.07 0%60

6800 1% 0% 0.091 7200N F0% 0% N N98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.539

Ramp 110 0.191 110G F G

C1US 60 I-64-E027A FROM & TO RT

C1US 60-E003A C1US 60- 3A FROMTo:

From:

Alleghany County 0.03

Bus

60

2346/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

E Riverside Dr 3000 0% 1% 0.093 3000F F0% 0% C F

SR 16 Tazewell Ave

US 19, US 460

98%

From:To:

From:

Town of Tazewell 0.86 0%61 0.561

5100 0% 0% 0.096 5200N F0% 0% N N

ECL Tazewell

99%

From:To:

Town of Tazewell 0.06 0%61 0.536

E Riverside Dr 5100 0% 0% 0.096 5200N F0% 0% N N

NCL Tazewell

99%

From:To:

Town of Tazewell 0.63 0%61 0.536

E Riverside Dr 5100 0% 0% 0.096 5200F F0% 0% C F

US 19 BUS, US 460 BUS Fincastle Tpke

99%

From:To:

Town of Tazewell 0.60 0%61 0.536

Ben Bolt Ave 3400 0% 1% 0.09 3400F F1% 0% F F

SCL Tazewell

97%

From:

To:

Town of Tazewell 0.48 0%61 0.521

Clearfork Rd 2600 0% 2% 0.088 2600F F1% 0% C F

92-623 Burkes Garden Rd

96%

From:

To:

Tazewell County 4.43 0%61 0.653

Clearfork Rd 520 0% 1% 0.095 520F F1% 1% C F

92-662 Cove Creek

97%

From:

To:

Tazewell County 7.31 0%61 0.566

Clearfork Rd 410 0% 1% 0.102 420F F1% 0% C F

Bland County Line

97%

From:

To:

Tazewell County 1.65 0%61

Tazewell County Line

0.546

Clear Fork Creek Hwy 340 2% 2% 0.108 340G F1% 3% C G

US 52 North Scenic Hwy

92%

From:

To:

Bland County 10.53 0%61

SR 61 Clear Fork Creek Hwy

0.658

450 0% 2% 0.128 450N F3% 2% N N

I-77 West of Rocky Gap

93%

From:

To:

52 0.06 0%61 0.581

Clear Fork Creek Hwy 1900 1% 1% 0.132 1800G F3% 1% C G

SR 61 Wolf Creek Hwy

94%

From:

To:

Bland County52 0.38 0%61

US 52 Clear Fork Creek Hwy

0.541

Wolf Creek Hwy 350 2% 1% 0.112 340G F2% 1% C G

Giles County Line

95%

From:

To:

Bland County 7.42 0%61

Bland County Line

0.744

Wolf Creek Rd 260 1% 2% 0.139 260F F1% 1% C F

35-724 Chapel, Old Wolf Creek Rd

94%

From:

To:

Giles County 5.11 0%61

35-724 Old Wolf Creek Rd

0.622

Wolf Creek Rd 530 1% 1% 0.11 530F F1% 19% F F

35-724 Shumate, Old Wolf Creek Rd

78%

From:

To:

Giles County 4.60 1%61

35-724 Old Wolf Creek Rd

0.571

Wolf Creek Rd 600 1% 1% 0.112 600F F1% 2% F F

WCL Narrows

96%

From:

To:

Giles County 2.49 0%61

Park Dr 1900 0% 1% 0.105 1900F F0% 0% C F

Monroe St

98%

From:

To:

Town of Narrows (Maint: 35) 0.67 0%61

Park St

0.563

Monroe St 3500 1% 1% 0.099 3500F F1% 8% F F

Kimberling St

89%To:

Town of Narrows (Maint: 35) 0.17 0%61 0.547

2356/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Monroe St 4300 1% 1% 0.100 4300F F1% 8% F F

Kimberling St

SR 100 Main St

89%

From:To:

From:

Town of Narrows (Maint: 35) 0.13 0%61 0.59

McArthur Ln 4900 1% 1% 0.099 4900F F0% 0% F F

S East of New River

98%

From:To:

Town of Narrows (Maint: 35) 0.11 0%61 0.559

Fleshman St 4500 1% 1% 0.095 4500F F0% 0% C F

US 460 Virginia Ave

98%To:

Town of Narrows (Maint: 35) 0.49 0%61 0.528

3500 0% 1% 0.099 3500G F2% 7% C G

North Carolina State Line

US 58 East of Danville

90%To:

From:

Pittsylvania County 4.01 0%62 0.541

Wise St 3400 1% 1% 0.088 3400G F4% 4% F G

ALT US 58

NCL Saint Paul

91%

From:

To:

From:

Town of Saint Paul (Maint: 97) 1.46 0%63 0.576

3400 1% 1% 0.088 3400N F4% 4% N N

Russell County Line

91%

From:

To:

Wise County 0.14 0%63 0.576

Dante Rd 2800 1% 1% 0.09 2900G F4% 4% C G

NCL Castlewood

91%

From:

To:

Russell County 1.50 0%63 0.511

Dante Rd 1700 1% 1% 0.092 1700G F5% 4% C G

83-608 Dante

89%

From:

To:

Russell County 4.11 0%63 0.576

Dante Rd 1100 0% 1% 0.081 1100G F7% 5% C G

Dickenson County Line; 83-616

86%

From:

To:

Russell County 3.22 0%63

Russell County Line; 83-616

0.602

Dante Mountain Rd 1100 1% 1% 0.085 1000G F3% 4% C G

25-656 Roaring Fork Rd

90%

From:To:

Dickenson County 4.02 0%63 0.567

Dante Mountain Rd 1200 1% 1% 0.096 1200G F3% 5% C G

25-714 N, Ritter Circle

91%

From:To:

Dickenson County 7.83 0%63 0.575

Dante Mountain Rd 2200 0% 2% 0.096 2100G F2% 6% C G

SR 83 Fremont

90%

From:To:

Dickenson County 2.05 0%63 0.619

Dickenson Hwy 2700 1% 2% 0.099 2700G F2% 5% C G

SR 83 CLINCHCO

90%

From:

To:

Dickenson County83 4.94 0%63

SR 83 Clincho

0.601

Big Ridge Rd 770 0% 3% 0.119 770G F1% 0% C G

25-616 The Lake Rd

95%

From:

To:

Dickenson County 3.51 0%63 0.809

Big Ridge Rd 390 1% 1% 0.122 390G F0% 0% C G

25-614 Flanngan Dam Rd

98%

From:

To:

Dickenson County 2.70 0%63

25-614 Flannagan Dam Rd

0.653

Big Ridge Rd 820 1% 1% 0.110 810G F1% 0% C G

WCL Haysi

97%

From:

To:

Dickenson County 3.01 0%63 0.515

820 1% 1% 0.110 810N F1% 0% N N

N SR 80 & SR 83

97%To:

Town of Haysi (Maint: 25) 0.79 0%63 0.515

2366/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 13000 0.1 13000G F G

I-64 E & W Ramp Merge

US 33 E, Staples Mill RdTo:

From:

Henrico County 0.1764

4100 1% 1% 0.075 3800G F1% 22% F G

West Virginia State Line

FR-198 Jerrys Run Rd

75%

East From:

To:

From:

Alleghany County60 1.83 0%

East

64

8000 1% 1% 0.086 7700G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.549

4100 1% 1% 0.076 3900G F1% 22% F G

03-661 Ogle Creek Rd

75%

East From:To:

Alleghany County60 5.33 0%64

8000 1% 1% 0.087 7600G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.541

4000 1% 1% 0.077 3700G F1% 22% F G

SR 159 Midland Trail

75%

East From:

To:

Alleghany County60 2.85 0%64

US 60; SR 159 Midland Trail

7700 1% 1% 0.086 7300G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.549

4300 1% 1% 0.081 4100G F1% 22% F G

WCL Covington

75%

East From:To:

Alleghany County 4.62 0%64

8700 1% 1% 0.077 8300G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.516

4300 1% 1% 0.081 4100G F1% 22% F G

SR 154 Durant Rd

75%

East From:

To:

City of Covington (Maint: 03) 0.21 0%64

8700 1% 1% 0.077 8300G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.516

5800 1% 1% 0.086 5400G F1% 22% F G

ECL Covington

75%

East From:

To:

City of Covington (Maint: 03) 1.19 0%64

12000 1% 1% 0.081 11000G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.517

5800 1% 1% 0.086 5400G F1% 22% F G

US 60, US 220

75%

East From:

To:

Alleghany County 0.65 0%64

10000 1% 1% 0.081 9600G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.517

8800 1% 1% 0.086 8200G F1% 22% F G

03-696 Selma Low Moor Rd

75%

East From:To:

Alleghany County60 220 4.81 0%64

17000 1% 1% 0.079 16000G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

8600 1% 1% 0.091 8100G F1% 22% F G

Bus US 60, Bus US 220

75%

East From:To:

Alleghany County60 220 2.37 0%64

17000 1% 1% 0.082 16000G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.525

5800 1% 1% 0.091 5400G F1% 22% F G

WCL Clifton Forge

75%

To:

Alleghany County60 220 1.11 0%64

10000 1% 1% 0.083 9900G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.505

2376/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

5800 1% 1% 0.091 5400G F1% 22% F G

WCL Clifton Forge

ECL Clifton Forge

75%

East From:

To:

From:

Town of Clifton Forge (Maint: 03)60 220 1.55 0%

East

64

10000 1% 1% 0.083 9900G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.505

5800 1% 1% 0.091 5400G F1% 22% F G

US 220, Bus US 60

75%

East From:

To:

Alleghany County60 220 0.97 0%64

10000 1% 1% 0.083 9900G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.505

4500 1% 1% 0.090 4200G F1% 22% F G

SR 42; SR 269

75%

East From:

To:

Alleghany County60 1.78 0%64

SR 42, SR 269

8900 1% 1% 0.086 8400G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.528

3700 1% 1% 0.089 3500G F1% 22% F G

SR 269; 03-850, N Mountain Rd

75%

East From:To:

Alleghany County60 6.38 0%64

7300 1% 1% 0.081 6900G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.503

3900 1% 1% 0.084 3600G F1% 22% F G

Rockbridge County Line

75%

East From:

To:

Alleghany County60 5.34 0%64

Alleghany County Line

7800 1% 1% 0.08 7300G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.503

3900 1% 1% 0.084 3600G F1% 22% F G

81-780 Scenic Dr

75%

East From:

To:

Rockbridge County60 1.92 0%64

7800 1% 1% 0.08 7300G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.503

3800 1% 1% 0.131 3700A A1% 22% C A

81-623 Fredericksburg Rd

75%

East From:

To:

Rockbridge County60 7.38 0%64

US 60; 81-623 Fredericksburg Rd

7700 1% 1% 0.12 7600A A1% 23% C A74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.555

4600 1% 1% 0.077 4200G F1% 22% F G

US 11 Lee Hwy

75%

East From:

To:

Rockbridge County 5.39 0%64

9000 1% 1% 0.075 8400G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.512

5800 1% 1% 0.091 5300G F1% 22% F G

I-81 South Interchange

75%

East From:

To:

Rockbridge County 0.98 0%64

I-64 East

12000 1% 1% 0.082 11000G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.532

Ramp from I-64 E Exit 56 to 81 N at Exit 191 3400 1% 1% 0.091 3200G F1% 22% F G

I-81 North

75%

NorthEast From:

To:

Rockbridge County 0.57 0%64

I-81 West Interchange

6800 1% 1% 0.082 6500G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.532

20000 1% 1% 0.125 19000A A1% 36% F A

US 11

60%

To:

Rockbridge County81 3.30 2%64

39000 1% 1% 0.11 37000A B1% 33% F A62% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.506

2386/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

North

20000 1% 1% 0.121 19000A A1% 36% F A

US 11

81-710

60%

NorthEast From:

To:

From:

Rockbridge County81 5.57 2%

East

64

40000 1% 1% 0.110 38000A A1% 33% F A62% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.602

21000 1% 1% 0.120 20000A A1% 36% F A

81-606

60%

NorthEast From:

To:

Rockbridge County81 4.49 2%64

41000 1% 1% 0.108 39000A A1% 33% F A62% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.588

22000 0% 1% 0.11 20000F B1% 1% F F

Augusta County Line

96%

NorthEast From:

To:

Rockbridge County81 0.59 0%64

Rockbridge County Line

42000 0% 1% 0.1 40000F B1% 15% F F81% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.584

22000 0% 1% 0.11 20000F B1% 1% F F

US 11

96%

NorthEast From:To:

Augusta County81 7.44 0%64

42000 0% 1% 0.1 40000F B1% 15% F F81% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.584

21000 1% 1% 0.12 20000A A1% 36% F A

07-654

60%

NorthEast From:To:

Augusta County81 4.74 2%64

42000 1% 1% 0.107 40000A A1% 33% F A62% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.53

23000 1% 1% 0.114 23000A A1% 36% F A

SR 262

60%

NorthEast From:

To:

Augusta County81 2.47 2%64

46000 1% 1% 0.103 46000A A1% 33% F A62% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.550

29000 0% 1% 0.077 28000F F1% 1% C F

I-81 East Interchange

96%

East From:

To:

Augusta County81 1.31 0%64

I-81 North

58000 1% 1% 0.08 56000F F1% 15% F F80% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.76

Ramp from I-81 N Exit 221 to 64 E at Exit 87 9200 1% 1% 0.11 9100A A1% 11% F A

I-64 East

86%

East From:

To:

Augusta County 0.31 0%64

I-81 North Interchange

19000 1% 1% 0.109 19000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.538

19000 1% 1% 0.103 20000A A1% 11% F A

SR 285 Tinkling Spring Rd

86%

East From:To:

Augusta County 3.83 0%64

38000 1% 1% 0.106 39000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.543

18000 1% 1% 0.084 17000G F1% 11% F G

WCL Waynesboro

86%

East From:To:

Augusta County 3.11 0%64

36000 1% 1% 0.083 35000G F1% 11% F G86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.507

18000 1% 1% 0.084 17000G F1% 11% F G

US 340 Stuarts Draft Hwy

86%

To:

City of Waynesboro (Maint: 07) 0.23 0%64

36000 1% 1% 0.083 35000G F1% 11% F G86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.507

2396/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

18000 1% 1% 0.104 18000A A1% 11% C A

US 340 Stuarts Draft Hwy

Delphine Ave, To 07-624

86%

East From:

To:

From:

City of Waynesboro (Maint: 07) 1.95 0%

East

64

37000 1% 1% 0.107 37000A A1% 11% C A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.545

16000 1% 1% 0.109 16000A A1% 11% F A

ECL Waynesboro

86%

East From:

To:

City of Waynesboro (Maint: 07) 0.70 0%64

33000 1% 1% 0.108 33000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.569

16000 1% 1% 0.109 16000A A1% 11% F A

US 250 Rockfish Gap Tpke

86%

East From:To:

Augusta County 2.31 0%64

33000 1% 1% 0.108 33000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.569

15000 1% 1% 0.125 15000A A1% 11% F A

Nelson County Line

86%

East From:

To:

Augusta County 0.38 0%64

Augusta County Line

31000 1% 1% 0.11 31000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.522

15000 1% 1% 0.125 15000A A1% 11% F A

Albemarle County Line

86%

East From:

To:

Nelson County (Maint: 02) 1.36 0%64

Nelson County Line

31000 1% 1% 0.11 31000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.522

15000 1% 1% 0.125 15000A A1% 11% F A

US 250 Rockfish Gap Tpke

86%

East From:

To:

Albemarle County 5.90 0%64

31000 1% 1% 0.11 31000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.522

18000 1% 1% 0.096 18000F F1% 11% F F

02-637 Dick Woods Rd

86%

East From:

To:

Albemarle County 6.91 0%64

35000 1% 1% 0.09 36000F F1% 11% F F86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.639

19000 1% 1% 0.142 19000A A1% 11% F A

US 29 Monacan Trail Rd

86%

East From:

To:

Albemarle County 4.25 0%64

38000 1% 1% 0.111 38000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.556

22000 1% 2% 0.127 23000A A1% 11% F A

02-631 5th St

86%

East From:To:

Albemarle County 1.49 0%64

45000 1% 2% 0.119 46000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.55

20000 1% 2% 0.129 21000A A1% 11% F A

SR 20 Scottsville Rd

86%

East From:To:

Albemarle County 1.73 0%64

41000 1% 2% 0.121 42000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.513

18000 1% 2% 0.129 19000A A1% 11% F A

WCL Charlottesville

86%

To:

Albemarle County 0.55 0%64

38000 1% 2% 0.118 38000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.522

2406/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

18000 1% 2% 0.129 19000A A1% 11% F A

WCL Charlottesville

ECL Charlottesville

86%

East From:

To:

From:

City of Charlottesville (Maint: 02) 0.17 0%

East

64

38000 1% 2% 0.118 38000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.522

18000 1% 2% 0.129 19000A A1% 11% F A

US 250 Richmond Rd

86%

East From:

To:

Albemarle County 2.00 0%64

38000 1% 2% 0.118 38000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.522

18000 1% 2% 0.141 18000A A1% 11% F A

02-616 Black Cat Rd

86%

East From:To:

Albemarle County 5.42 0%64

37000 1% 2% 0.112 38000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.557

16000 1% 2% 0.108 15000F F1% 11% F F

Fluvanna County Line

86%

East From:

To:

Albemarle County 1.42 0%64

Albemarle County Line

33000 1% 2% 0.089 31000F F1% 11% F F86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.626

16000 1% 2% 0.108 15000F F1% 11% F F

Louisa County Line

86%

East From:

To:

Fluvanna County (Maint: 54) 1.51 0%64

Fluvanna County Line

33000 1% 2% 0.089 31000F F1% 11% F F86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.626

16000 1% 2% 0.108 15000F F1% 11% F F

US 15 James Madison Hwy

86%

East From:

To:

Louisa County 4.06 0%64

33000 1% 2% 0.089 31000F F1% 11% F F86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.626

16000 1% 2% 0.128 15000A A1% 11% C A

SR 208 Courthouse Rd

86%

East From:

To:

Louisa County 6.32 0%64

32000 1% 2% 0.117 31000A A1% 11% C A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.615

14000 1% 2% 0.132 13000A A1% 11% F A

Maintenance Boundary

86%

East From:

To:

Louisa County 4.66 0%64

28000 1% 2% 0.121 27000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.549

14000 1% 2% 0.132 13000A A1% 11% F A

37-605 Shannon Hill Rd

86%

East From:To:

Goochland County 1.11 0%64

28000 1% 2% 0.121 27000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.549

14000 1% 2% 0.131 13000A A1% 11% F A

37-629 Old Fredericksburg Rd

86%

East From:To:

Goochland County 3.92 0%64

28000 1% 2% 0.120 27000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.505

15000 1% 2% 0.129 14000A A1% 11% F A

Louisa County Line

86%

To:

Goochland County 5.20 0%64

29000 1% 2% 0.119 28000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.588

2416/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

15000 1% 2% 0.129 14000A A1% 11% F A

Goochland County Line

US 522 Cross County Rd

86%

East From:

To:

From:

Louisa County (Maint: 37) 1.49 0%

East

64

29000 1% 2% 0.119 28000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.588

16000 1% 2% 0.121 15000A A1% 11% F A

Goochland County Line

86%

East From:

To:

Louisa County (Maint: 37) 3.07 0%64

Louisa County Line

32000 1% 2% 0.116 31000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.607

16000 1% 2% 0.121 15000A A1% 11% F A

37-617 Oilville Rd

86%

East From:To:

Goochland County 4.81 0%64

32000 1% 2% 0.116 31000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.607

21000 1% 2% 0.123 20000A A1% 11% F A

37-623 Ashland Rd

86%

East From:To:

Goochland County 6.56 0%64

41000 1% 2% 0.110 40000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.538

24000 1% 2% 0.125 24000A A1% 11% F A

SR 288

86%

East From:To:

Goochland County 1.19 0%64

48000 1% 2% 0.110 49000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.538

31000 1% 2% 0.158 33000A A1% 11% F A

Henrico County Line

86%

East From:

To:

Goochland County 0.64 0%64

Goochland County Line

62000 1% 2% 0.145 66000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.504

31000 1% 2% 0.158 33000A A1% 11% F A

I-295

86%

East From:

To:

Henrico County 2.28 0%64

62000 1% 2% 0.145 66000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.504

28000 0% 1% 0.165 31000A A1% 2% F A

US 250 Near Short Pump

96%

East From:

To:

Henrico County 0.67 0%64

57000 0% 1% 0.154 62000A A1% 2% F A96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.545

34000 0% 1% 0.14 37000A A1% 2% F A

Gaskins Rd

96%

East From:To:

Henrico County 1.43 0%64

68000 0% 1% 0.141 73000A A1% 2% F A96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.513

41000 0% 1% 0.135 45000A A1% 2% C A

Parham Rd

96%

East From:To:

Henrico County 1.39 0%64

81000 0% 1% 0.137 88000A A1% 2% C A96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.526

43000 0% 1% 0.131 46000A A1% 2% F A

US 250; Glenside Dr

96%

To:

Henrico County 2.03 0%64

85000 0% 1% 0.134 92000A A1% 2% F A96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.533

2426/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

47000 0% 1% 0.115 51000A A1% 2% F A

US 250; Glenside Dr

US 33 Staples Mill Rd

96%

East From:

To:

From:

Henrico County 2.03 0%

East

64

96000 0% 1% 0.122 104000A A1% 2% F A96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.559

60000 0% 1% 0.115 65000A A1% 2% F A

WCL Richmond

96%

East From:

To:

Henrico County 1.19 0%64

Henrico County Line

123000 0% 1% 0.116 134000A A1% 2% F A96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.569

60000 0% 1% 0.115 65000A A1% 2% F A

I-95; I-195

96%

East From:

To:

City of Richmond (Maint: 43) 0.15 0%64

Ramp to I-195 South

123000 0% 1% 0.116 134000A A1% 2% F A96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.569

I-64 E Ramp 41000 0% 1% 0.076 45000G F1% 2% F G

Ramp To I-95 North

96%

East From:To:

City of Richmond (Maint: 43) 0.24 0%64

87000 0% 1% 0.078 95000G F1% 2% F G96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.586

I-64 E Ramp 32000 0% 1% 0.072 35000G F1% 2% F G

Ramp From I-195 North

96%

East From:To:

City of Richmond (Maint: 43) 0.15 0%64

70000 0% 1% 0.08 77000G F1% 2% F G96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.578

I-64 E Ramp 30000 0% 1% 0.073 33000G F1% 2% F G

I-95 South

96%

SouthEast From:

To:

City of Richmond (Maint: 43) 0.20 0%64

I-95; I-195

63000 0% 1% 0.079 69000G F1% 2% F G96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.551

72000 1% 1% 0.086 74000A A1% 6% F A

SR 161 Boulevard

91%

SouthEast From:

To:

City of Richmond (Maint: 43)95 0.48 0%64

141000 1% 1% 0.087 146000A A1% 5% F A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.516

67000 1% 1% 0.09 69000A A1% 6% C A

Leigh St, Gilmer St

91%

SouthEast From:

To:

City of Richmond (Maint: 43)95 2.19 0%64

132000 1% 1% 0.085 135000A A1% 5% C A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

59000 1% 1% 0.09 61000A A1% 6% F A

US 1, US 301 Belvidere St

91%

SouthEast From:To:

City of Richmond (Maint: 43)95 0.28 0%64

117000 1% 1% 0.085 120000A A1% 5% F A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.503

73000 1% 1% 0.09 75000A A1% 6% F A

I-95 East Interchange

91%

East From:

To:

City of Richmond (Maint: 43)95 0.25 0%64

I-95 S

141000 1% 1% 0.084 145000A A1% 5% F A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.53

I-64 E Ramp 24000 1% 1% 0.101 25000N F1% 4% N N

Ramp to 3rd St

93%To:

City of Richmond (Maint: 43) 0.15 0%64

2436/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

I-64 E Ramp 24000 1% 1% 0.101 25000G F1% 4% F G

Ramp to 3rd St

Ramp from I-95 North

93%

East From:

To:

From:

City of Richmond (Maint: 43) 0.38 0%

East

64

I-95 East Interchange

45000 0% 1% NA 48000G 1% 3% F G94% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

45000 0% 1% 0.112 48000A A1% 2% F A

US 360 Mechanicsville Tpke

96%

East From:

To:

City of Richmond (Maint: 43) 1.14 0%64

90000 0% 1% 0.092 95000A A1% 2% F A96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.621

37000 0% 1% 0.11 39000A A1% 2% F A

MECL Richmond

96%

East From:To:

City of Richmond (Maint: 43) 0.25 0%64

73000 0% 1% 0.093 77000A A1% 2% F A96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.537

37000 0% 1% 0.11 39000A A1% 2% F A

MWCL Richmond

96%

East From:To:

Henrico County 0.77 0%64

73000 0% 1% 0.093 77000A A1% 2% F A96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.537

37000 0% 1% 0.11 39000A A1% 2% F A

ECL Richmond

96%

East From:To:

City of Richmond (Maint: 43) 0.24 0%64

73000 0% 1% 0.093 77000A A1% 2% F A96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.537

37000 0% 1% 0.11 39000A A1% 2% F A

SR 33 Nine Mile Rd

96%

East From:

To:

Henrico County 0.10 0%64

73000 0% 1% 0.093 77000A A1% 2% F A96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.537

29000 0% 1% 0.117 30000A A1% 2% F A

Laburnum Ave

96%

East From:

To:

Henrico County 2.14 0%64

57000 0% 1% 0.098 60000A A1% 2% F A96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.631

22000 0% 1% 0.126 22000A A1% 2% C A

SR 156 Airport Dr

96%

East From:

To:

Henrico County 1.88 0%64

43000 0% 1% 0.103 44000A A1% 2% C A96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.626

16000 0% 1% 0.134 16000A A1% 2% F A

I-295

96%

East From:To:

Henrico County 4.07 0%64

32000 0% 1% 0.105 32000A A1% 2% F A96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.673

32000 1% 1% 0.117 30000B A1% 8% F B

New Kent County Line

89%

East From:

To:

Henrico County 2.84 0%64

Henrico County Line

64000 1% 1% 0.111 59000B A1% 8% F B89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

32000 1% 1% 0.117 30000B A1% 8% F B

SR 33, SR 249

89%

To:

New Kent County 1.30 0%64

64000 1% 1% 0.111 59000B A1% 8% F B89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

2446/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

29000 1% 1% 0.116 26000A A1% 8% C A

SR 33, SR 249

SR 106 Emmaus Church Rd

89%

East From:

To:

From:

New Kent County33 5.32 0%

East

64

57000 1% 1% 0.111 52000A A1% 8% C A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.55

29000 1% 1% 0.117 26000A A1% 8% F A

SR 155

89%

East From:

To:

New Kent County33 3.47 0%64

58000 1% 1% 0.112 52000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.508

28000 1% 1% 0.116 25000F A1% 10% F F

SR 33 Eltham Rd

87%

East From:To:

New Kent County33 5.69 0%64

56000 1% 1% 0.109 50000F A1% 9% F F88% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.506

25000 1% 1% 0.123 22000A A2% 5% F A

James City County Line

92%

East From:

To:

New Kent County 4.29 0%64

New Kent County Line

49000 1% 1% 0.119 43000A A1% 5% F A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.509

25000 1% 1% 0.123 22000A A2% 5% F A

SR 30 Old Stage Rd

92%

East From:To:

James City County 2.45 0%64

49000 1% 1% 0.119 43000A A1% 5% F A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.509

27000 1% 1% 0.116 25000A A2% 5% F A

47-607 Croaker Rd

92%

East From:

To:

James City County 4.28 0%64

52000 1% 1% 0.111 47000A A1% 5% F A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

30000 1% 1% 0.109 28000A A2% 5% F A

York County Line

92%

East From:

To:

James City County 1.97 0%64

James City County Line

59000 1% 1% 0.108 55000A A1% 5% F A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.536

30000 1% 1% 0.109 28000A A2% 5% F A

SR 199 W, Humelsine Pkwy; 99-646 Newman Rd

92%

East From:

To:

York County 0.87 0%64

59000 1% 1% 0.108 55000A A1% 5% F A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.536

36000 1% 1% 0.082 34000G F2% 5% C G

SR 143 Camp Peary Rd

92%

East From:To:

York County 4.71 0%64

65000 1% 1% 0.093 61000G B1% 5% C G92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.515

36000 1% 1% 0.071 34000G F2% 5% F G

SR 199 E, Humelsine Pkwy

92%

East From:To:

York County 3.44 0%64

65000 1% 1% 0.075 63000G F1% 5% F G92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.565

45000 1% 1% 0.071 43000G F2% 5% F G

US 60 Pocahontas Trail; SR 143 Merrimac Trail

92%

To:

York County 1.62 0%64

82000 1% 1% 0.077 80000G F1% 4% F G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.523

2456/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

37000 0% 1% 0.074 38000G F1% 3% F G

US 60 Pocahontas Trail; SR 143 Merrimac Trail

James City County Line

95%

East From:

To:

From:

York County 0.59 0%

East

64

York County Line

77000 0% 1% 0.077 79000G F1% 3% F G95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.54

37000 0% 1% 0.074 38000G F1% 3% F G

SR 143 Merrimac Trail

95%

East From:

To:

James City County (Maint: 99) 2.04 0%64

77000 0% 1% 0.077 79000G F1% 3% F G95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.54

36000 0% 1% 0.075 37000G F1% 3% F G

WCL Newport News

95%

East From:To:

James City County (Maint: 99) 0.30 0%64

72000 0% 1% 0.070 74000G F1% 3% F G95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.516

36000 0% 1% 0.075 37000G F1% 3% F G

SR 238 Yorktown Rd

95%

East From:To:

City of Newport News (Maint: 99) 1.32 0%64

72000 0% 1% 0.070 74000G F1% 3% F G95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.516

38000 0% 1% 0.075 39000G F1% 3% F G

SR 105 Ft Eustis Blvd

95%

East From:To:

City of Newport News (Maint: 99) 2.04 0%64

77000 0% 1% 0.079 79000G F1% 3% F G95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.525

47000 0% 1% 0.081 48000G F1% 3% F G

SR 143 Jefferson Ave

95%

East From:

To:

City of Newport News (Maint: 99) 5.03 0%64

92000 0% 1% 0.074 94000G F1% 3% F G95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.511

53000 0% 1% 0.079 54000G F1% 3% F G

SR 171 Oyster Point Rd

95%

East From:

To:

City of Newport News (Maint: 99) 1.41 0%64

108000 0% 1% 0.076 110000G F1% 3% F G95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.514

61000 0% 1% 0.103 62000A A1% 3% C A

US 17 J Clyde Morris Blvd

95%

East From:

To:

City of Newport News (Maint: 99) 1.81 0%64

121000 0% 1% 0.1 123000A A1% 3% C A95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.558

67000 0% 1% 0.078 69000G F1% 3% F G

WCL Hampton

95%

East From:

To:

City of Newport News (Maint: 99) 1.06 0%64

ECL Newport News

135000 0% 1% 0.082 138000G F1% 3% F G95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.529

67000 0% 1% 0.078 69000G F1% 3% F G

Hampton Roads Center Parkway

95%

East From:To:

City of Hampton (Maint: 99) 1.97 0%64

135000 0% 1% 0.082 138000G F1% 3% F G95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.529

61000 0% 1% 0.074 63000G F1% 3% F G

SR 134 Magruder Blvd

95%

To:

City of Hampton (Maint: 99) 1.33 0%64

122000 0% 1% 0.077 125000G F1% 3% F G95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.545

2466/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

72000 0% 1% 0.074 73000G F1% 3% F G

SR 134 Magruder Blvd

US 258, SR 134 Mercury Blvd

95%

East From:

To:

From:

City of Hampton (Maint: 99)134 0.52 0%

East

64

144000 0% 1% 0.08 147000G F1% 3% F G95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.55

67000 0% 1% 0.078 69000G F1% 3% F G

I-664 Hampton Roads Beltway

95%

East From:

To:

City of Hampton (Maint: 99) 1.19 0%64

I-664

137000 0% 1% 0.08 140000G F1% 3% F G95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.55

Hampton Roads Beltway 51000 0% 1% 0.073 53000G F0% 2% F G

SR 167 LaSalle Ave

96%

East From:To:

City of Hampton (Maint: 99) 0.77 0%64

101000 0% 1% 0.070 104000G F1% 2% F G96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.524

Hampton Roads Beltway 48000 0% 1% 0.072 49000G F0% 2% F G

Rip Rap Rd

96%

East From:To:

City of Hampton (Maint: 99) 0.68 0%64

90000 0% 1% 0.067 92000G F1% 2% F G96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.541

Hampton Roads Beltway 38000 0% 1% 0.074 39000G F0% 2% F G

US 60, SR 143 Settlers Landing Rd

96%

East From:To:

City of Hampton (Maint: 99) 1.83 0%64

80000 0% 1% 0.069 82000G F1% 2% F G96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.546

Hampton Roads Beltway 42000 0% 1% 0.070 43000G F0% 2% F G

SR 169 Mallory St

96%

East From:

To:

City of Hampton (Maint: 99)60 0.33 0%64

82000 0% 1% 0.072 84000G F1% 2% F G96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

Hampton Roads Bridge Tunnel 43000 1% 1% 0.08 41000F B0% 2% C F

WCL Norfolk

96%

East From:

To:

City of Hampton (Maint: 99)60 4.00 0%64

ECL Hampton

83000 1% 1% 0.08 82000F B0% 2% C F96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

Hampton Roads Bridge Tunnel 43000 1% 1% 0.08 41000F B0% 2% C F

Bayville St

96%

East From:

To:

City of Norfolk (Maint: 64)60 0.09 0%64

83000 1% 1% 0.08 82000F B0% 2% C F96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

Hampton Roads Beltway 39000 0% 1% 0.072 41000F F0% 2% F F

4th View St

96%

East From:To:

City of Norfolk (Maint: 64)60 1.74 0%64

77000 0% 1% 0.076 80000F F1% 2% F F96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.544

Hampton Roads Beltway 37000 0% 1% 0.070 39000F F0% 2% F F

Bay Ave

96%

East From:To:

City of Norfolk (Maint: 64) 1.30 0%64

74000 0% 1% 0.072 77000F F1% 2% F F96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.533

Hampton Roads Beltway 41000 0% 1% 0.076 44000F F0% 2% F F

New Gate Rd

96%

To:

City of Norfolk (Maint: 64) 1.09 0%64

81000 0% 1% 0.080 85000F F1% 2% F F96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.567

2476/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Hampton Roads Beltway 46000 0% 1% 0.078 49000F F0% 2% F F

New Gate Rd

I-564, US 460 Granby St

96%

East From:

To:

From:

City of Norfolk (Maint: 64) 0.31 0%

East

64

83000 0% 1% 0.073 86000F F1% 2% F F96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.602

Hampton Roads Beltway 53000 0% 1% 0.084 55000F F1% 2% C F

SR 168 Tidewater Dr

96%

East From:

To:

City of Norfolk (Maint: 64) 1.38 0%64

122000 0% 1% NA 129000F 1% 2% F F97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

Hampton Roads Beltway 50000 0% 1% 0.083 55000F F0% 2% F F

SR 194 Chesapeake Blvd

96%

East From:To:

City of Norfolk (Maint: 64) 1.04 0%64

118000 0% 1% 0.073 128000G A0% 1% F G97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route: 0.676

Hampton Roads Beltway 57000 0% 1% 0.098 61000A A0% 2% C A

SR 247 Norview Ave

96%

East From:To:

City of Norfolk (Maint: 64) 1.00 0%64

133000 0% 1% NA 142000A 0% 1% C A97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

Hampton Roads Beltway 64000 0% 1% 0.078 67000F F1% 2% F F

SR 165 Military Hwy

97%

East From:To:

City of Norfolk (Maint: 64) 1.26 0%64

147000 0% 1% 0.081 152000F F0% 1% F F97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route: 0.661

Hampton Roads Beltway 54000 0% 1% 0.078 58000F F1% 2% F F

US 13, SR 166 Northampton Blvd

97%

East From:

To:

City of Norfolk (Maint: 64) 1.19 0%64

135000 0% 1% NA 143000F 0% 1% F F97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

Hampton Roads Beltway 69000 0% 1% 0.092 73000A A1% 2% F A

I-264

97%

East From:

To:

City of Norfolk (Maint: 64) 1.74 0%64

159000 0% 1% NA 170000A 1% 1% F A97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

Hampton Roads Beltway 65000 0% 1% 0.108 69000A A1% 2% C A

WCL Virginia Beach

97%

East From:

To:

City of Norfolk (Maint: 64) 1.34 0%64

ECL Norfolk

132000 0% 1% 0.096 141000A A1% 1% C A97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.571

Hampton Roads Beltway 65000 0% 1% 0.108 69000A A1% 2% C A

Indian River Rd

97%

East From:To:

City of Virginia Beach (Maint: 64) 1.35 0%64

132000 0% 1% 0.096 141000A A1% 1% C A97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.571

Hampton Roads Beltway 63000 0% 1% 0.083 65000F F1% 2% F F

ECL Chesapeake

97%

East From:

To:

City of Virginia Beach (Maint: 64) 1.57 0%64

WCL Virginia Beach

126000 0% 1% 0.081 133000F F1% 1% F F97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.507

Hampton Roads Beltway 63000 0% 1% 0.083 65000F F1% 2% F F

Greenbrier Parkway

97%

To:

City of Chesapeake (Maint: 64) 0.98 0%64

126000 0% 1% 0.081 133000F F1% 1% F F97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.507

2486/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Hampton Roads Beltway 41000 0% 1% 0.077 44000F F1% 2% F F

Greenbrier Parkway

SR 168 Battlefield Blvd

97%

East From:

To:

From:

City of Chesapeake (Maint: 64) 2.13 0%

East

64

78000 0% 1% 0.074 83000F F1% 1% F F97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.535

Hampton Roads Beltway 52000 0% 1% 0.076 55000F F1% 2% F F

I-464

97%

East From:

To:

City of Chesapeake (Maint: 64) 0.58 0%64

101000 0% 1% 0.081 108000F F1% 1% F F97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.55

Hampton Roads Beltway 40000 1% 1% 0.082 43000F F1% 5% F F

US 17 George Washington Hwy

92%

East From:To:

City of Chesapeake (Maint: 64)17 4.31 0%64

83000 0% 1% 0.072 88000F F1% 5% F F93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

Hampton Roads Beltway 37000 1% 1% 0.085 40000F F1% 5% F F

US 13, US 460 Military Highway

92%

East From:To:

City of Chesapeake (Maint: 64) 1.46 0%64

75000 0% 1% 0.076 80000F F1% 5% F F93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.551

Hampton Roads Beltway 40000 1% 1% 0.087 43000G A1% 5% C G

I-264, I-664

92%

To:

City of Chesapeake (Maint: 64) 2.31 0%64

77000 0% 1% 0.084 81000G A1% 5% C G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.513

Ramp 40 0.163 40G F G

I-64 East

Jerrys Run RdTo:

From:

Alleghany County 0.13

East

64

Jerry's Run Welcome Center 400 1% 1% 0.203 260N A0% 2% N N

I-64 East to Welcome Center

Enter Welcome Center Parking Lot

96%

East From:

To:

From:

Alleghany County 0.10 0%

East

64

Exit Welcome Center Parking Lot

Jerry's Run Welcome Center 400 1% 1% 0.203 260G A0% 2% C G

I-64 East from Welcome Center

96%To:

Alleghany County 0.10 0%64

Ramp 160 0.127 160G F G

I-64 East

03-661 Midland TrailTo:

From:

Alleghany County 0.14

East

64

Ramp 480 0.153 480G F G

I-64 East

SR 159 Dunlap Creek RdTo:

From:

Alleghany County60 0.22

East

64

Ramp 770 0.097 820G F G

I-64 East

SR 154 S Durant Rd/S Craig AveTo:

From:

City of Covington (Maint: 03) 0.18

East

64

Ramp 1100 0.101 1200G F G

I-64 East

US 60; 03-648 Horse Mountain ViewTo:

From:

Alleghany County

East

64

Ramp 2000 0.119 2000G F G

I-64 East

03-696 Selma Low Moor RdTo:

From:

Alleghany County 0.10

East

64

2496/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 3000 0.098 3000G F G

I-64 East

Bus US 60, Bus US 220To:

From:

Alleghany County 0.15

East

64

Ramp 1900 0.096 2000G F G

I-64 East

Bus US 60, Bus US 220To:

From:

Alleghany County 0.27

East

64

Ramp 920 0.109 920G F G

I-64 East

SR 42 Forty Two RdTo:

From:

Alleghany County 0.24

East

64

Longdale Furnace Truck Rest Area 210 0.102 210G F G

I-64 East to Truck Rest Area

Truck Parking AreaEast From:

To:

From:

Alleghany County 0.04

East

64

Alleghany Truck Rest Area 210 0.102 210N F N

Mid RampEast From:

To:

Alleghany County 0.0864

Alleghany Truck Rest Area 210 0.102 210N F N

Truck Parking AreaEast From:

To:

Alleghany County 0.1864

Alleghany Truck Rest Area 210 0.102 210N F N

I-64 East from Truck Rest AreaTo:

Alleghany County 0.0364

Ramp 80 0.172 80G F G

I-64 East

SR 269 Longdale Furnace RdTo:

From:

Alleghany County 0.23

East

64

Ramp 130 0.124 130G F G

I-64 East

Scenic DrTo:

From:

Rockbridge County 0.20

East

64

Ramp 200 0.113 200G F G

I-64 East

US 60 Fredericksburg RdTo:

From:

Rockbridge County60 0.18

East

64

Ramp 1100 0.126 1100G F G

I-64 East

US 11 N Lee HighwayTo:

From:

Rockbridge County 0.19

East

64

Ramp from I-64 E Exit 56 to I-81 S at Exit 191 2300 1% 1% 0.106 2100G F1% 22% F G

I-64 East

I-81 South

75%To:

From:

Rockbridge County 0.37 0%

East

64

Ramp 5300 0% 1% 0.1 5300G F1% 3% C G

I-64 East

SR 285 Tinkling Spring Rd

94%To:

From:

Augusta County 0.24 1%

East

64

Ramp 4400 0.090 4400G F G

I-64 East

I-64 East Exit 94B Ramp to US 340 EastTo:

From:

Augusta County 0.22

East

64

2506/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 2900 0.097 2900G F G

I-64 East

136-5118 Delphine AveTo:

From:

City of Waynesboro (Maint: 07) 0.22

East

64

Ramp 2500 0.099 2500G F G

I-64 East

I-64 West Exit 99A RampTo:

From:

Augusta County 0.32

East

64

Ramp NA NA NA

I-64 East

West End of Parking Lot; Gap

East From:

To:

From:

Nelson County (Maint: 02) 0.02

East

64

East End of Parking Lot; Gap

Ramp NA NA NA

I-64-E FROM SCENIC VIEWTo:

Nelson County (Maint: 02) 0.0264

Ramp NA NA NA

I-64 East

West End Parking Area

East From:

To:

From:

Albemarle County 0.07

East

64

East End Parking Area

Ramp NA NA NA

I-64-E FROM SCENIC VIEWTo:

Albemarle County 0.0564

Charlottesville Rest Area 830 1% 1% 0.105 680N F0% 2% N N

I-64 East to Rest Area

Enter Rest Area Parking Lot

96%

East From:

To:

From:

Albemarle County 0.19 0%

East

64

Exit Rest Area Parking Lot

Charlottesville Rest Area 830 1% 1% 0.105 680F F0% 2% F F

I-64 East from Rest Area

96%To:

Albemarle County 0.06 0%64

I-64 East Exit 107 1600 0.105 1600G F G

I-64 East

US 250 Rockfish Gap TrnpkTo:

From:

Albemarle County 0.14

East

64

Ramp 370 0.144 360F F F

I-64 East

02-637 Dick Woods RdTo:

From:

Albemarle County 0.17

East

64

Ramp 420 0.105 450G F G

I-64 East

US 29 S, Monacan Trail RdTo:

From:

Albemarle County 0.21

East

64

Ramp 7000 0.150 7400G F G

I-64 East

US 29 N, Monacan Trail RdTo:

From:

Albemarle County 0.19

East

64

Ramp 6300 0.085 6700G F G

I-64 East

5th Street ExtTo:

From:

Albemarle County 0.16

East

64

Ramp 4200 0.118 4500G F G

I-64 East

SR 20 S, Scottsville RdTo:

From:

Albemarle County 0.20

East

64

2516/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 2100 0.165 2300G F G

I-64 East

SR 20 N, Scottsville RdTo:

From:

Albemarle County 0.20

East

64

I-64 E Exit 124 5800 0.150 6400A A A

I-64 East

US 250 Richmond RdTo:

From:

Albemarle County 0.21

East

64

I-64 East Exit 129 3000 0.158 3000G F G

I-64 East

02-616 Black Cat RdTo:

From:

Albemarle County 0.22

East

64

Ramp 5500 0.133 5300F F F

I-64 East

US 15 James Madison HwyTo:

From:

Louisa County

East

64

Ramp 3400 0.133 3300F F F

I-64 East

SR 208 Courthouse RdTo:

From:

Louisa County 0.31

East

64

Ramp 700 0.152 690G F G

I-64 East

37-605 Shannon Hill RdTo:

From:

Goochland County 0.19

East

64

Ramp 500 0.143 490G F G

I-64 East

37-629 Old Fredericksburg RdTo:

From:

Goochland County 0.18

East

64

Ramp 950 0.139 930G F G

I-64 East

US 522 Cross County RdTo:

From:

Goochland County 0.26

East

64

Ramp 530 0.108 520G F G

I-64 East

37-617 Oilville RdTo:

From:

Goochland County 0.13

East

64

Goochland Rest Area 960 1% 1% 0.096 940N F1% 20% N N

I-64 East to Rest Area

Enter Rest Area Parking Lot

77%

East From:

To:

From:

Goochland County 0.09 0%

East

64

Exit Rest Area Parking Lot

Goochland Rest Area 960 1% 1% 0.096 940F F1% 20% C F

I-64 East from Rest Area

77%To:

Goochland County 0.13 0%64

Ramp 1500 1% 2% 0.095 1500G F2% 4% C G

I-64 Eastbound

37-623 Ashland Rd

91%To:

From:

Goochland County 0.21 0%

East

64

Ramp From I-64 E to SR 288 5200 1% 1% 0.125 5200A A2% 9% C A

I-64 East

SR 288

86%To:

From:

Goochland County 0.23 0%

East

64

Ramp from I-64 E Exit 178A to US 250 5800 0% 0% 0.114 6300G F0% 0% F G

I-64 East

US 250 W, Broad St

99%To:

From:

Henrico County 0.17 0%

East

64

2526/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp from I-64 E Exit 178B to US 250 4700 0% 1% 0.215 5000G F0% 0% F G

I-64 East

US 250 E, Broad St

99%To:

From:

Henrico County 0.21 0%

East

64

Ramp 3500 0.123 3700G F G

I-64 East

43-7514 S, Gaskins RdTo:

From:

Henrico County 0.31

East

64

Ramp 2800 0.130 3000G F G

I-64 East

43-7514 N, Gaskins RdTo:

From:

Henrico County 0.24

East

64

Ramp 6900 0.097 7300G F G

I-64 East

Parham RdTo:

From:

Henrico County 0.19

East

64

Ramp 6800 0.108 7200G F G

I-64 East Collector Rd

43-7536 S, Glenside DrTo:

From:

Henrico County 0.18

East

64

Ramp 3400 0.141 3600G F G

I-64 East Collector Rd

US 250 E, Broad StTo:

From:

Henrico County 0.17

East

64

Collector Road 8000 0.183 9100A A A

I-64 East

I-64 East Exit 183A to Glenside DrTo:

From:

Henrico County 0.16

East

64

Ramp 2300 0.108 2400G F G

I-64 East

43-7546 Dickens RdTo:

From:

Henrico County 0.11

East

64

Ramp from I-64 E Exit 185B to SR 33 1400 0.239 1700A A A

I-64 East

I-64 West Exit 185B RampTo:

From:

Henrico County 0.14

East

64

Exit 186 Ramp I-64 E to I-195 S 21000 0.105 23000G F G

I-64 East

Ramp to Laburnum AveEast From:

To:

From:

City of Richmond (Maint: 43) 0.16

East

64

Exit 186 Ramp I-64 E to I-195 S 17000 0.11 19000G F G

I-195 SouthTo:

City of Richmond (Maint: 43) 0.0864

Ramp 4300 0.127 4600G F G

I-64 East Exit 186A

127-7555 Laburnum AveTo:

From:

City of Richmond (Maint: 43) 0.16

East

64

Ramp 9200 0.099 9800G F G

I-64 East

I-195 NorthTo:

From:

City of Richmond (Maint: 43) 0.14

East

64

Ramp 1900 0.08 2000G F G

I-64 East Collector Rd

US 360 W, Mechanicsville TpkeTo:

From:

City of Richmond (Maint: 43)

East

64

2536/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 10000 0.099 11000G F G

I-64 East Collector Rd

US 360 E, Mechanicsville TpkeTo:

From:

Henrico County 0.17

East

64

Collector Road 14000 0.109 14000G F G

I-64 East

I-64 East Exit 192A to US 360 WestTo:

From:

City of Richmond (Maint: 43) 0.10

East

64

Ramp 1600 0.076 1700G F G

I-64 East

SR 33 W, Nine Mile RdTo:

From:

Henrico County 0.10

East

64

Ramp 6900 0.091 7300G F G

I-64 East

SR 33 E, Nine Mile RdTo:

From:

Henrico County 0.18

East

64

Ramp 9600 0.08 10000G F G

I-64 East

43-7555 Laburnum AveTo:

From:

Henrico County 0.23

East

64

Ramp from I-64 E Exit 197A to SR 156 S 6000 1% 1% 0.077 6300G F1% 3% F G

I-64 East

SR 156 S, Airport Dr

94%To:

From:

Henrico County 0%

East

64

Ramp from I-64 E Exit 197B to SR 156 N 3700 1% 1% 0.103 3900G F2% 3% F G

I-64 East

SR 156 N, Airport Dr

92%To:

From:

Henrico County 0.20 0%

East

64

Ramp from I-64 E Exit 200A to I-295 E 3500 1% 1% 0.119 3500G F1% 22% F G

I-64 East Collector Rd

I-295 South Collector Rd

75%To:

From:

Henrico County 0.37 0%

East

64

Ramp from I-64 E Exit 200B to I-295 W 490 1% 1% 0.160 500G F1% 9% F G

I-64 East Collector Rd

I-295 North Collector Rd

88%To:

From:

Henrico County 0.22 0%

East

64

Collector Road 3900 1% 1% 0.121 4000G F1% 9% F G

I-64 East

I-64 East Exit 200A Ramp

88%

East From:To:

From:

Henrico County 0.54 0%

East

64

Collector Road 510 0.169 510G F G

I-295 South Exit 28E RampEast From:

To:

Henrico County 0.2764

Collector Road 680 0.146 680G F G

I-64 East Exit 200B RampEast From:

To:

Henrico County 0.2364

Collector Road 180 0.136 180G F G

I-295 South Exit 28C & I-295 North Exit 28C RampsEast From:

To:

Henrico County 0.2364

Collector Road 16000 0.087 16000G F G

I-64 EastTo:

Henrico County 0.3364 0.763

2546/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 5500 0% 1% 0.162 NAG F0% 1% C

I-64 East

Ramp Split prior to Rt 33 & Rt 249

97%To:

From:

New Kent County 0.25 0%

East

64

Ramp 1400 0.092 5200G F G

I-64 East

SR 106 Emmaus Church RdTo:

From:

New Kent County 0.19

East

64

New Kent Welcome Center 1800 1% 1% 0.160 1600A A1% 8% F A

I-64 East to Rest Area

Enter Rest Area Parking Lot

89%

East From:

To:

From:

New Kent County 0.09 0%

East

64

Exit Rest Area Parking Lot

New Kent Welcome Center 1800 1% 1% 0.160 1600N A1% 8% N N

I-64 East from Rest Area

89%To:

New Kent County 0.18 0%64

Ramp 1800 0.136 6400G F G

I-64 East

SR 155 Courthouse Rd; N Courthouse RdTo:

From:

New Kent County 0.22

East

64

Ramp 3900 0.114 1600G F G

I-64 East

SR 33 E, Eltham RdTo:

From:

New Kent County33 0.49

East

64

Ramp 1600 0.101 1600G F G

I-64 East

I-64 East Exit 227B to SR 30 EastTo:

From:

James City County 0.33

East

64

Ramp 720 0.103 710G F G

I-64 East

SR 30 W, Croaker RdTo:

From:

James City County

East

64

Ramp 360 0.099 350G F G

I-64 East

SR 30 E, Croaker RdTo:

From:

James City County 0.20

East

64

Ramp 7900 0.093 7800G F G

I-64 East

SR 199 Humelsine PkwyTo:

From:

York County

East

64

Ramp 3300 0.09 3300G F G

I-64 East

SR 143 Merrimac TrailTo:

From:

York County 0.16

East

64

Ramp 1600 0.096 1700G F G

I-64 East

SR 199 WestTo:

From:

York County 0.31

East

64

Ramp 1800 0.198 1800G F G

I-64 East

SR 199 EastTo:

From:

York County 0.21

East

64

Ramp 2100 0.147 2200G F G

I-64 East

US 60To:

From:

York County 0.30

East

64

2556/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 130 0.115 140G F G

I-64 East

I-64 West Exit 243B to SR 143 NorthTo:

From:

York County

East

64

Ramp 1900 0.188 1900G F G

I-64 East

SR 143 Merrimac TrailTo:

From:

James City County 0.25

East

64

Ramp 3800 0.132 4000G F G

I-64 East

SR 105 W, Ft Eustis BlvdTo:

From:

City of Newport News (Maint: 99) 0.29

East

64

Ramp 4000 0.117 4300G F G

I-64 East

SR 105 E, Ft Eustis BlvdTo:

From:

City of Newport News (Maint: 99) 0.19

East

64

Ramp 7200 0.096 7600G F G

I-64 East Collector Rd

SR 143 S, Jefferson AveTo:

From:

City of Newport News (Maint: 99) 0.35

East

64

Ramp 2400 0.102 2500G F G

I-64 East Collector Rd

SR 143 N, Jefferson AveTo:

From:

City of Newport News (Maint: 99) 0.12

East

64

Ramp 12000 0.089 13000G F G

I-64 East

I-64 East Exit 255A to SR 143 SouthEast From:

To:

From:

City of Newport News (Maint: 99) 0.27

East

64

Collector Rd 4800 0.088 5100G F G

Ramp from SR 143 SouthEast From:

To:

City of Newport News (Maint: 99) 0.0764

Collector Rd 15000 0.086 16000G F G

I-64 East Exit 255B to SR 143 NorthEast From:

To:

City of Newport News (Maint: 99) 0.2164

Collector Rd 13000 0.085 14000G F G

Ramp from SR 143 NorthEast From:

To:

City of Newport News (Maint: 99) 0.0764

Collector Rd 16000 0.087 16000G F G

I-64 EastTo:

City of Newport News (Maint: 99) 0.3364

Ramp 1700 0.105 1800G F G

I-64 East

SR 171 W, Victory BlvdTo:

From:

City of Newport News (Maint: 99) 0.36

East

64

Ramp 4000 0.129 4200G F G

I-64 East

SR 171 E, Victory BlvdTo:

From:

City of Newport News (Maint: 99) 0.25

East

64

Ramp 5100 0.095 5400G F G

I-64 East

US 17 S, J Clyde Morris BlvdTo:

From:

City of Newport News (Maint: 99)

East

64

2566/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 1700 0.12 1800G F G

I-64 East

US 17 N, J Clyde Morris BlvdTo:

From:

City of Newport News (Maint: 99) 0.15

East

64

Ramp 3800 0.118 4100G F G

I-64 East

114-7026 W, Hampton Rds Ctr PkwyTo:

From:

City of Hampton (Maint: 99) 0.21

East

64

Ramp 7900 0.133 8400G F G

I-64 East

114-7026 E, Hampton Rds Ctr PkwyTo:

From:

City of Hampton (Maint: 99) 0.33

East

64

Ramp 16000 0.098 17000G F G

I-64 East

I-64 East Exit 263BEast From:

To:

From:

City of Hampton (Maint: 99)134 0.10

East

64

Ramp 8700 0.091 9300G F G

US 258 W, Mercury BlvdTo:

City of Hampton (Maint: 99) 0.1364

Ramp 7700 0.109 8200G F G

I-64 East Exit 263A

US 258 E, Mercury BlvdTo:

From:

City of Hampton (Maint: 99)134 0.32

East

64

Ramp 5300 0.094 5700G F G

I-64 East

114-7035 W, Lasalle AveTo:

From:

City of Hampton (Maint: 99) 0.24

East

64

Ramp 9200 0.100 9800G F G

I-64 East

Rip Rap RdTo:

From:

City of Hampton (Maint: 99) 0.11

East

64

Ramp 7300 0.090 7800G F G

I-64 East

US 60 Settlers Landing RdTo:

From:

City of Hampton (Maint: 99) 0.07

East

64

Ramp 2000 0.096 2200G F G

I-64 East

114-7057 Mallory StTo:

From:

City of Hampton (Maint: 99) 0.13

East

64

Ramp 800 1% 1% 0.233 860G F0% 0% F G

I-64 East

Bayville St

98%To:

From:

City of Norfolk (Maint: 64) 0.03 0%

East

64

Ramp 4300 0.086 4600F F F

I-64 East

US 60 4th View StTo:

From:

City of Norfolk (Maint: 64)60 0.17

East

64

Ramp 9900 0.086 10000F F F

I-64 East

I-64 East Exit 276B to US 460 West, Granby St

East From:

To:

From:

City of Norfolk (Maint: 64) 0.14

East

64

I-64 East Exit 276B

Ramp 7300 0.117 7800G F G

I-564 NorthTo:

City of Norfolk (Maint: 64) 0.1564

2576/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 4800 0.087 5100G F G

I-64 East Exit 276A

US 460 W, Granby StTo:

From:

City of Norfolk (Maint: 64) 0.06

East

64

Ramp 5800 0.282 5800G F G

I-64-E TO H.O.V. LANE

I-64-R I-64-R000A FROM 64 EASTTo:

From:

City of Norfolk (Maint: 64) 0.04

East

64

Ramp 7700 0.099 8200G F G

I-64 East

SR 168 S, Tidewater DrTo:

From:

City of Norfolk (Maint: 64) 0.35

East

64

Ramp 1800 0.093 2000G F G

I-64 East

SR 168 N, Tidewater DrTo:

From:

City of Norfolk (Maint: 64) 0.13

East

64

Ramp 2600 0.115 2800G F G

I-64 East

SR 194 S, Chesapeake BlvdTo:

From:

City of Norfolk (Maint: 64) 0.18

East

64

Ramp 3700 0% 1% 0.123 4000G F0% 1% C G

I-64 East

SR 247 Norview Ave

98%To:

From:

City of Norfolk (Maint: 64) 0%

East

64

Ramp 2400 0.091 2600F F F

I-64 East

Robin Hood RdTo:

From:

City of Norfolk (Maint: 64) 0.16

East

64

Ramp 5700 0.089 6100G F G

I-64 East

SR 165 S, Military Hwy NorthTo:

From:

City of Norfolk (Maint: 64) 0.17

East

64

Ramp 9100 0.113 9700G F G

I-64 East

US 13 N, Northampton BlvdTo:

From:

City of Norfolk (Maint: 64) 0.19

East

64

Ramp 38000 0.069 40000F F F

I-64 East

I-64 East Exit 284CEast From:

To:

From:

City of Norfolk (Maint: 64) 0.16

East

64 0.675

Ramp 13000 0.069 13000F F F

I-264 West Collector RdTo:

City of Norfolk (Maint: 64) 0.1464

Ramp 5600 0.105 5900F F F

I-64 East

I-264 East Collector RdTo:

From:

City of Norfolk (Maint: 64) 0.17

East

64

Ramp 25000 0.070 27000F F F

I-64 East Exit 284A Ramp

I-264 EastTo:

From:

City of Norfolk (Maint: 64) 0.45

East

64

Ramp 5500 0.097 5900G F G

I-64 East

134-7 W, Indian River RdTo:

From:

City of Virginia Beach (Maint: 64) 0.21

East

64

2586/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 14000 0.096 15000G F G

I-64 East

134-7 E, Indian River RdTo:

From:

City of Virginia Beach (Maint: 64) 0.20

East

64

Ramp 5700 1% 1% 0.117 6100G F1% 2% C G

I-64 East Collector Rd

131-8665 W, Greenbrier Pkwy

95%To:

From:

City of Chesapeake (Maint: 64) 0.26 0%

East

64

Ramp 13000 0.094 13000G F G

I-64 East Collector Rd

131-8665 E, Greenbrier PkwyTo:

From:

City of Chesapeake (Maint: 64) 0.25

East

64

Collector Rd 19000 0.091 20000F F F

I-64 East

I-64 East Exit 289A to Greenbrier Pkwy

East From:

To:

From:

City of Chesapeake (Maint: 64) 0.14

East

64

I-64-E289A TO GREENBRIER PARKWAY

Ramp 17000 0.092 17000G F G

131-8665-W001A FROM GREENBRIER PARKWAY WEast From:

To:

City of Chesapeake (Maint: 64) 0.1364

Ramp 26000 0.082 26000G F G

I-64-E289B TO GREENBRIER PARKWAYEast From:

To:

City of Chesapeake (Maint: 64) 0.2364

Ramp 12000 0.087 12000G F G

131-8665-E001A FROM GREENBRIER PARKWAY EAEast From:

To:

City of Chesapeake (Maint: 64) 0.1364

Ramp NA NA NA

SLIP RAMP TO EXIT 290 COLL RDEast From:

To:

City of Chesapeake (Maint: 64) 0.2264

Ramp NA NA NA

I-64-E END COLL RD FROM GREENBRIER PARTo:

City of Chesapeake (Maint: 64) 0.4064

Ramp 4800 0% 1% 0.137 5100G F2% 3% C G

I-64 East Collector Rd

SR 168 North

94%To:

From:

City of Chesapeake (Maint: 64) 0.27 0%

East

64

Ramp 10000 0% 0% 0.180 11000G F0% 1% C G

I-64 East

SR 168 South

98%To:

From:

City of Chesapeake (Maint: 64) 0.23 0%

East

64

I-64 E Exit 290 17000 0.107 19000G F G

I-64 East

I-64 East Exit 290 A

East From:

To:

From:

City of Chesapeake (Maint: 64) 0.60

East

64

I-64 E Exit 290 A

I-64 East Collector Rd 12000 0.099 12000F F F

Ramp From Bus SR 168 Battlefield Blvd NEast From:

To:

City of Chesapeake (Maint: 64) 0.1064

I-64 E Exit 290 20000 0.089 22000G F G

I-64 E Exit 290 BEast From:

To:

City of Chesapeake (Maint: 64) 0.2064

I-64 E Exit 290 9800 0.088 11000G F G

Ramp From Bus SR 168 Battlefield Blvd STo:

City of Chesapeake (Maint: 64) 0.1264

2596/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

I-64 E Exit 290 13000 0.082 14000G F G

Ramp From Bus SR 168 Battlefield Blvd S

I-64 ETo:

From:

City of Chesapeake (Maint: 64) 0.20

East

64

Ramp 10000 0.075 11000G F G

I-64 East

I-464 NorthTo:

From:

City of Chesapeake (Maint: 64) 0.25

East

64

Ramp 18000 0.082 19000G F G

I-64 East

I-464 SouthTo:

From:

City of Chesapeake (Maint: 64) 0.23

East

64

Ramp 3800 0.074 4000G F G

I-64 East

US 17 N, George Washington HwyTo:

From:

City of Chesapeake (Maint: 64)17 0.23

East

64

Ramp 5000 0.096 5300G F G

I-64 East

US 17 SouthTo:

From:

City of Chesapeake (Maint: 64)

East

64

Ramp 4000 0.139 4200F F F

I-64 East

US 13 Military HighwayTo:

From:

City of Chesapeake (Maint: 64) 0.31

East

64

15000 0% 0% 0.170 17000A A0% 0% C A

Begin Reversible Lane At I-564

Ramp To I-64 EB

100%

Rev From:

To:

From:

City of Norfolk (Maint: 64) 5.99 0%

Rev

64

147000 0% 1% 0.081 152000F F0% 1% F F97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

0.999

0.661

14000 0% 0% 0.164 16000A A0% 0% F A

East End Reversible Lane

100%

To:

City of Norfolk (Maint: 64) 2.18 0%64

159000 0% 1% NA 170000A 1% 1% F A97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

Ramp 2900 0% 0% 0.301 3100G F0% 0% F G

End WB Reversible Lane At I-564

I-64-W

100%To:

From:

City of Norfolk (Maint: 64) 0.24 0%

Rev

64

Ramp 5100 0.095 5400F F F

I-64 Reversible

I-64 EastTo:

From:

City of Norfolk (Maint: 64) 0.02

Rev

64

Ramp 4300 0% 0% 0.186 4600F F0% 0% F F

I-64 Reversible

I-64 East

100%To:

From:

City of Norfolk (Maint: 64) 0.12 0%

Rev

64

4000 1% 1% 0.091 3800G F1% 24% F G

West Virginia State Line

FR-198 Jerrys Run Rd

73%

West From:To:

From:

Alleghany County60 2.12 0%

West

64

8000 1% 1% 0.086 7700G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.549

3900 1% 1% 0.092 3700G F1% 24% F G

03-661 Ogle Creek Rd

73%

To:

Alleghany County60 5.06 0%64

8000 1% 1% 0.087 7600G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.541

2606/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

3700 1% 1% 0.091 3600G F1% 24% F G

03-661 Ogle Creek Rd

SR 159 Midland Trail

73%

West From:

To:

From:

Alleghany County60 3.23 0%

West

64

US 60; SR 159 Midland Trail

7700 1% 1% 0.078 7300G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.508

4400 1% 1% 0.087 4200G F1% 24% F G

WCL Covington

73%

West From:

To:

Alleghany County 4.27 0%64

8700 1% 1% 0.082 8300G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.551

4400 1% 1% 0.087 4200G F1% 24% F G

SR 154 Durant Rd

73%

West From:To:

City of Covington (Maint: 03) 0.28 0%64

8700 1% 1% 0.082 8300G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.551

5700 1% 1% 0.089 5500G F1% 24% F G

ECL Covington; Ramp from US 60

73%

West From:To:

City of Covington (Maint: 03) 1.08 0%64

12000 1% 1% 0.080 11000G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.508

4300 1% 1% 0.092 4100G F1% 24% F G

Urban Boundary; I-64 West Exit 16A

73%

West From:To:

City of Covington (Maint: 03) 0.64 0%64

10000 1% 1% 0.088 9600G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.555

7500 1% 1% 0.084 7300G F1% 24% F G

US 60, US 220

73%

West From:

To:

Alleghany County 0.13 0%64

8400 1% 1% 0.085 8000G F1% 24% F G

03-696 Selma Low Moor Rd

73%

West From:

To:

Alleghany County60 220 4.98 0%64

17000 1% 1% 0.079 16000G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

8600 1% 1% 0.079 8200G F1% 24% F G

Bus US 60, Bus US 220

73%

West From:

To:

Alleghany County60 220 2.34 0%64

17000 1% 1% 0.085 16000G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

4700 1% 1% 0.073 4500G F1% 24% F G

WCL Clifton Forge

73%

West From:To:

Alleghany County60 220 0.86 0%64

10000 1% 1% 0.083 9900G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.505

4700 1% 1% 0.073 4500G F1% 24% F G

ECL Clifton Forge

73%

West From:To:

Town of Clifton Forge (Maint: 03)60 220 1.55 0%64

10000 1% 1% 0.083 9900G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.505

4700 1% 1% 0.073 4500G F1% 24% F G

US 220, Bus US 60

73%

To:

Alleghany County60 220 1.06 0%64

10000 1% 1% 0.083 9900G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.505

2616/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

4400 1% 1% 0.083 4200G F1% 24% F G

US 220, Bus US 60

SR 42, SR 269

73%

West From:

To:

From:

Alleghany County60 2.19 0%

West

64

8900 1% 1% 0.080 8400G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.529

3600 1% 1% 0.087 3500G F1% 24% F G

SR 269; 03-850, N Mountain Rd

73%

West From:

To:

Alleghany County60 6.52 0%64

7300 1% 1% 0.086 6900G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.571

3900 1% 1% 0.078 3700G F1% 24% F G

Rockbridge County Line

73%

West From:

To:

Alleghany County60 4.69 0%64

Alleghany County Line

7800 1% 1% 0.078 7300G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.528

3900 1% 1% 0.078 3700G F1% 24% F G

81-780 Scenic Dr

73%

West From:To:

Rockbridge County60 2.42 0%64

7800 1% 1% 0.078 7300G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.528

3900 1% 1% 0.124 3900A A1% 24% C A

81-623 Fredericksburg Rd

73%

West From:

To:

Rockbridge County60 6.94 0%64

US 60; 81-623 Fredericksburg Rd

7700 1% 1% 0.12 7600A A1% 23% C A74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.555

4500 1% 1% 0.083 4200G F1% 24% F G

US 11 Lee Hwy

73%

West From:

To:

Rockbridge County 5.90 0%64

9000 1% 1% 0.081 8400G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.571

6100 1% 1% 0.083 5800G F1% 24% F G

I-81 South Interchange

73%

West From:

To:

Rockbridge County 0.61 0%64

I-64 West

12000 1% 1% 0.082 11000G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.532

Ramp from I-81 S Exit 191 to I-64 W at Exit 56 3400 1% 1% 0.126 3300A A1% 24% F A

I-81 South

73%

SouthWest From:

To:

Rockbridge County 0.23 0%64

I-81 West Interchange

6800 1% 1% 0.082 6500G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.532

20000 1% 1% 0.114 19000A A1% 30% F A

US 11

65%

SouthWest From:To:

Rockbridge County81 3.66 3%64

39000 1% 1% 0.111 37000A A1% 33% F A62% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.522

20000 1% 1% 0.116 19000A A1% 30% F A

81-710

65%

SouthWest From:To:

Rockbridge County81 5.59 3%64

40000 1% 1% 0.110 38000A A1% 33% F A62% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.602

20000 1% 1% 0.115 19000A A1% 30% F A

81-606

65%

To:

Rockbridge County81 4.41 3%64

41000 1% 1% 0.108 39000A A1% 33% F A62% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.588

2626/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

South

21000 1% 1% 0.111 20000B A1% 30% C B

81-606

Augusta County Line

65%

SouthWest From:

To:

From:

Rockbridge County81 0.33 3%

West

64

Rockbridge County Line

42000 0% 1% 0.1 40000F B1% 15% F F81% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.584

21000 1% 1% 0.111 20000B A1% 30% C B

US 11

65%

SouthWest From:

To:

Augusta County81 7.96 3%64

42000 0% 1% 0.1 40000F B1% 15% F F81% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.584

21000 1% 1% 0.114 20000A A1% 30% F A

07-654

65%

SouthWest From:To:

Augusta County81 4.64 3%64

42000 1% 1% 0.107 40000A A1% 33% F A62% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.53

23000 1% 1% 0.107 23000A A1% 30% F A

SR 262

65%

SouthWest From:To:

Augusta County81 2.56 3%64

46000 1% 1% 0.103 46000A A1% 33% F A62% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.550

29000 1% 1% 0.091 28000F F1% 30% F F

I-81 East Interchange

65%

West From:

To:

Augusta County81 0.51 3%64

I-81 South

58000 1% 1% 0.076 56000F F1% 15% F F80% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.51

Ramp from I-64 W Exit 87 to I-81 S at Exit 221 9800 1% 1% 0.122 9900A A1% 11% F A

I-64 West

86%

West From:

To:

Augusta County 0.68 0%64

I-81 North Interchange

19000 1% 1% 0.109 19000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.538

19000 1% 1% 0.114 20000A A1% 11% F A

SR 285 Tinkling Spring Rd

86%

West From:

To:

Augusta County 3.72 0%64

38000 1% 1% 0.106 39000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.543

18000 1% 1% 0.09 18000G F1% 11% F G

WCL Waynesboro

86%

West From:

To:

Augusta County 3.08 0%64

36000 1% 1% 0.087 35000G F1% 11% F G86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.523

18000 1% 1% 0.09 18000G F1% 11% F G

US 340 Stuarts Draft Hwy

86%

West From:To:

City of Waynesboro (Maint: 07) 0.43 0%64

36000 1% 1% 0.087 35000G F1% 11% F G86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.523

19000 1% 1% 0.117 19000A A1% 11% C A

Delphine Ave, To 07-624

86%

West From:To:

City of Waynesboro (Maint: 07) 2.15 0%64

37000 1% 1% 0.107 37000A A1% 11% C A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.545

16000 1% 1% 0.124 17000A A1% 11% F A

ECL Waynesboro

86%

To:

City of Waynesboro (Maint: 07) 0.30 0%64

33000 1% 1% 0.108 33000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.569

2636/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

16000 1% 1% 0.124 17000A A1% 11% F A

ECL Waynesboro

US 250 Rockfish Gap Tpke

86%

West From:

To:

From:

Augusta County 2.47 0%

West

64

33000 1% 1% 0.108 33000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.569

16000 1% 1% 0.127 16000A A1% 11% F A

Nelson County Line

86%

West From:

To:

Augusta County 0.18 0%64

Augusta County Line

31000 1% 1% 0.11 31000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.522

16000 1% 1% 0.127 16000A A1% 11% F A

Albemarle County Line

86%

West From:

To:

Nelson County (Maint: 02) 1.36 0%64

Nelson County Line

31000 1% 1% 0.11 31000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.522

16000 1% 1% 0.127 16000A A1% 11% F A

US 250 Rockfish Gap Tpke

86%

West From:To:

Albemarle County 6.27 0%64

31000 1% 1% 0.11 31000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.522

18000 1% 1% 0.099 18000F F1% 11% F F

02-637 Dick Woods Rd

86%

West From:To:

Albemarle County 7.01 0%64

35000 1% 1% 0.083 36000F F1% 11% F F86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.593

19000 1% 1% 0.138 19000A A1% 11% F A

US 29 Monacan Trail Rd

86%

West From:

To:

Albemarle County 3.76 0%64

38000 1% 1% 0.111 38000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.556

23000 1% 2% 0.121 24000A A1% 10% F A

02-631 5th St

86%

West From:

To:

Albemarle County 1.84 0%64

45000 1% 2% 0.119 46000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.55

20000 1% 2% 0.125 21000A A1% 10% F A

SR 20 Scottsville Rd

86%

West From:

To:

Albemarle County 1.52 0%64

41000 1% 2% 0.121 42000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.513

19000 1% 2% 0.121 20000A A1% 10% F A

WCL Charlottesville

86%

West From:To:

Albemarle County 0.41 0%64

38000 1% 2% 0.118 38000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.522

19000 1% 2% 0.121 20000A A1% 10% F A

ECL Charlottesville

86%

West From:To:

City of Charlottesville (Maint: 02) 0.20 0%64

38000 1% 2% 0.118 38000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.522

19000 1% 2% 0.121 20000A A1% 10% F A

US 250 Richmond Rd

86%

To:

Albemarle County 2.39 0%64

38000 1% 2% 0.118 38000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.522

2646/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

19000 1% 2% 0.15 20000A A1% 10% F A

US 250 Richmond Rd

02-616 Black Cat Rd

86%

West From:

To:

From:

Albemarle County 5.37 0%

West

64

37000 1% 2% 0.112 38000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.557

17000 1% 2% 0.097 16000F F1% 10% F F

Fluvanna County Line

86%

West From:

To:

Albemarle County 1.08 0%64

Albemarle County Line

33000 1% 2% 0.081 31000F F1% 11% F F86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.64

17000 1% 2% 0.097 16000F F1% 10% F F

Louisa County Line

86%

West From:

To:

Fluvanna County (Maint: 54) 1.44 0%64

Fluvanna County Line

33000 1% 2% 0.081 31000F F1% 11% F F86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.64

17000 1% 2% 0.097 16000F F1% 10% F F

US 15 James Madison Hwy

86%

West From:To:

Louisa County 4.64 0%64

33000 1% 2% 0.081 31000F F1% 11% F F86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.64

16000 1% 2% 0.117 16000A A1% 10% C A

SR 208 Courthouse Rd

86%

West From:To:

Louisa County 6.32 0%64

32000 1% 2% 0.117 31000A A1% 11% C A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.615

14000 1% 2% 0.124 13000A A1% 10% F A

Maintenance Boundary

86%

West From:

To:

Louisa County 4.36 0%64

28000 1% 2% 0.121 27000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.549

14000 1% 2% 0.124 13000A A1% 10% F A

37-605 Shannon Hill Rd

86%

West From:

To:

Goochland County 1.50 0%64

28000 1% 2% 0.121 27000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.549

14000 1% 2% 0.123 14000A A1% 10% F A

37-629 Old Fredericksburg Rd

86%

West From:

To:

Goochland County 3.92 0%64

28000 1% 2% 0.120 27000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.505

15000 1% 2% 0.122 14000A A1% 10% F A

Louisa County Line

86%

West From:

To:

Goochland County 4.75 0%64

Goochland County Line

29000 1% 2% 0.119 28000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.588

15000 1% 2% 0.122 14000A A1% 10% F A

US 522 Cross County Rd

86%

West From:To:

Louisa County (Maint: 37) 2.03 0%64

29000 1% 2% 0.119 28000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.588

16000 1% 2% 0.124 15000A A1% 10% F A

Goochland County Line

86%

To:

Louisa County (Maint: 37) 2.61 0%64

32000 1% 2% 0.116 31000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.607

2656/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

16000 1% 2% 0.124 15000A A1% 10% F A

Louisa County Line

37-617 Oilville Rd

86%

West From:

To:

From:

Goochland County 5.02 0%

West

64

32000 1% 2% 0.116 31000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.607

20000 1% 2% 0.125 20000A A1% 10% F A

37-623 Ashland Rd

86%

West From:

To:

Goochland County 6.56 0%64

41000 1% 2% 0.110 40000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.538

24000 1% 2% 0.127 25000A A1% 10% F A

SR 288

86%

West From:To:

Goochland County 0.71 0%64

48000 1% 2% 0.109 49000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.556

31000 1% 2% 0.147 33000A A1% 10% F A

Henrico County Line

86%

West From:

To:

Goochland County 0.74 0%64

Goochland County Line

62000 1% 2% 0.145 66000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.504

31000 1% 2% 0.147 33000A A1% 10% F A

I-295

86%

West From:To:

Henrico County 2.57 0%64

62000 1% 2% 0.145 66000A A1% 11% F A86% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.504

28000 0% 1% 0.169 31000A A1% 2% F A

US 250 Near Short Pump

96%

West From:

To:

Henrico County 0.79 0%64

57000 0% 1% 0.154 62000A A1% 2% F A96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.545

33000 0% 1% 0.149 36000A A1% 2% F A

Gaskins Rd

96%

West From:

To:

Henrico County 1.67 0%64

68000 0% 1% 0.141 73000A A1% 2% F A96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.513

40000 0% 1% 0.143 44000A A1% 2% C A

Parham Rd

96%

West From:

To:

Henrico County 1.33 0%64

81000 0% 1% 0.137 88000A A1% 2% C A96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.526

43000 0% 1% 0.143 46000A A1% 2% F A

US 250; Glenside Dr

96%

West From:To:

Henrico County 2.35 0%64

85000 0% 1% 0.134 92000A A1% 2% F A96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.533

49000 0% 1% 0.134 53000A A1% 2% F A

US 33 Staples Mill Rd

96%

West From:To:

Henrico County 1.53 0%64

96000 0% 1% 0.122 104000A A1% 2% F A96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.559

63000 0% 1% 0.127 69000A A1% 2% F A

WCL Richmond

96%

To:

Henrico County 0.71 0%64

123000 0% 1% 0.116 134000A A1% 2% F A96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.569

2666/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

63000 0% 1% 0.127 69000A A1% 2% F A

Henrico County Line

I-95; I-195

96%

West From:

To:

From:

City of Richmond (Maint: 43) 0.09 0%

West

64

Ramp From I-195 North

123000 0% 1% 0.116 134000A A1% 2% F A96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.569

I-64 W Ramp 46000 0% 1% 0.085 51000G F1% 2% F G

Ramp From I-195 South

96%

West From:

To:

City of Richmond (Maint: 43) 0.18 0%64

87000 0% 1% 0.078 95000G F1% 2% F G96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.586

I-64 W Ramp 38000 0% 1% 0.084 42000G F1% 2% F G

Ramp From SR 197 Laburnum Ave

96%

West From:To:

City of Richmond (Maint: 43) 0.16 0%64

70000 0% 1% 0.08 77000G F1% 2% F G96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.578

I-64 W Ramp 33000 0% 1% 0.081 36000G F1% 2% F G

Ramp To I-195 South

96%

West From:To:

City of Richmond (Maint: 43) 0.04 0%64

65000 0% 1% NA 72000G 1% 2% F G96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

I-64 W Ramp 33000 0% 1% 0.081 36000G F1% 2% F G

I-95 North

96%

NorthWest From:

To:

City of Richmond (Maint: 43) 0.45 0%64

I-95; I-195

63000 0% 1% 0.079 69000G F1% 2% F G96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.551

69000 1% 1% 0.092 71000A A1% 4% F A

SR 161 Boulevard

93%

NorthWest From:

To:

City of Richmond (Maint: 43)95 0.78 0%64

141000 1% 1% 0.087 146000A A1% 5% F A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.516

65000 1% 1% 0.086 67000A A1% 4% C A

US 1, US 301 Belvidere St

93%

NorthWest From:

To:

City of Richmond (Maint: 43)95 1.97 0%64

132000 1% 1% 0.085 135000A A1% 5% C A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

58000 1% 1% 0.086 59000A A1% 4% F A

Chamberlayne Ave

93%

NorthWest From:

To:

City of Richmond (Maint: 43)95 0.24 0%64

117000 1% 1% 0.085 120000A A1% 5% F A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.503

68000 1% 1% 0.086 70000A A1% 4% F A

I-95 East Interchange

93%

West From:

To:

City of Richmond (Maint: 43)95 0.30 0%64

I-95 North

141000 1% 1% 0.084 145000A A1% 5% F A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.53

I-64 W Ramp 24000 1% 1% NA 25000G 1% 6% F G

Ramp From 5th St

91%

West From:To:

City of Richmond (Maint: 43) 0.23 0%64

55000 1% 1% NA 59000G 1% 3% F G94% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

I-64 W Ramp 21000 0% 1% NA 23000G 1% 2% F G

Ramp to I-95 S; 5th St

96%

To:

City of Richmond (Maint: 43) 0.03 0%64

45000 0% 1% NA 48000G 1% 3% F G94% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

2676/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

45000 1% 1% 0.102 47000A A1% 2% F A

I-95 East Interchange

MECL Richmond

95%

West From:

To:

From:

City of Richmond (Maint: 43) 1.44 0%

West

64

90000 0% 1% 0.092 95000A A1% 2% F A96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.621

45000 1% 1% 0.102 47000A A1% 2% F A

US 360 Mechanicsville Tpke

95%

West From:

To:

Henrico County 0.06 0%64

90000 0% 1% NA 95000A 1% 2% F A96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

36000 1% 1% 0.11 38000A A1% 2% F A

MWCL Richmond

95%

West From:To:

Henrico County 0.71 0%64

73000 0% 1% 0.093 77000A A1% 2% F A96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.537

36000 1% 1% 0.11 38000A A1% 2% F A

ECL Richmond

95%

West From:To:

City of Richmond (Maint: 43) 0.24 0%64

73000 0% 1% 0.093 77000A A1% 2% F A96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.537

36000 1% 1% 0.11 38000A A1% 2% F A

SR 33 Nine Mile Road

95%

West From:To:

Henrico County 0.43 0%64

73000 0% 1% 0.093 77000A A1% 2% F A96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.537

28000 1% 1% 0.118 29000A A1% 2% F A

Laburnum Ave

95%

West From:

To:

Henrico County 2.18 0%64

57000 0% 1% 0.098 60000A A1% 2% F A96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.631

21000 1% 1% 0.134 22000A A1% 2% C A

SR 156 Airport Dr

95%

West From:

To:

Henrico County 1.99 0%64

43000 0% 1% 0.103 44000A A1% 2% C A96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.626

15000 1% 1% 0.139 16000A A1% 2% F A

I-295

95%

West From:

To:

Henrico County 3.62 0%64

32000 0% 1% 0.105 32000A A1% 2% F A96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.673

32000 1% 1% 0.116 29000B A1% 8% F B

Urban Boundary

90%

West From:

To:

Henrico County 1.06 0%64

Henrico County Line

64000 1% 1% 0.111 59000B A1% 8% F B89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

32000 1% 1% 0.116 29000B A1% 8% F B

SR 33, SR 249

90%

West From:To:

New Kent County 1.36 0%64

64000 1% 1% 0.111 59000B A1% 8% F B89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

29000 1% 1% 0.115 26000A A1% 8% C A

SR 106 Emmaus Church Rd

90%

To:

New Kent County33 5.79 0%64

57000 1% 1% 0.111 52000A A1% 8% C A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.55

2686/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

29000 1% 1% 0.116 26000A A1% 8% F A

SR 106 Emmaus Church Rd

SR 155

90%

West From:

To:

From:

New Kent County33 3.44 0%

West

64

58000 1% 1% 0.112 52000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.508

28000 1% 1% 0.119 25000A A1% 8% F A

SR 33 Eltham Rd

90%

West From:

To:

New Kent County33 5.52 0%64

56000 1% 1% 0.104 50000F B1% 9% F F88% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.544

24000 1% 1% 0.128 21000A A1% 6% F A

James City County Line

92%

West From:

To:

New Kent County 4.06 0%64

New Kent County Line

49000 1% 1% 0.119 43000A A1% 5% F A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.509

24000 1% 1% 0.128 21000A A1% 6% F A

SR 30 Old Stage Rd

92%

West From:To:

James City County 2.89 0%64

49000 1% 1% 0.119 43000A A1% 5% F A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.509

25000 1% 1% 0.122 22000A A1% 6% F A

47-607 Croaker Rd

92%

West From:To:

James City County 4.35 0%64

52000 1% 1% 0.111 47000A A1% 5% F A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

29000 1% 1% 0.114 27000A A1% 6% F A

York County Line

92%

West From:

To:

James City County 1.44 0%64

James City County Line

59000 1% 1% 0.108 55000A A1% 5% F A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.536

29000 1% 1% 0.114 27000A A1% 6% F A

SR 199 W, Humelsine Pkwy; 99-646 Newman Rd

92%

West From:

To:

York County 1.43 0%64

59000 1% 1% 0.108 55000A A1% 5% F A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.536

29000 1% 1% 0.098 27000G B1% 6% C G

SR 143 Camp Peary Rd

92%

West From:

To:

York County 4.97 0%64

65000 1% 1% 0.093 61000G B1% 5% C G92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.515

29000 1% 1% 0.085 30000G F1% 6% F G

SR 199 E, Humelsine Pkwy

92%

West From:To:

York County 3.14 0%64

65000 1% 1% 0.075 63000G F1% 5% F G92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.565

36000 1% 1% 0.083 37000G F1% 3% F G

US 60 Pocahontas Trail; SR 143 Merrimac Trail

95%

West From:To:

York County 1.41 0%64

82000 1% 1% 0.077 80000G F1% 4% F G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.523

40000 1% 1% 0.081 40000G F1% 3% F G

James City County Line

95%

To:

York County 0.34 0%64

77000 0% 1% 0.077 79000G F1% 3% F G95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.54

2696/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

40000 1% 1% 0.081 40000G F1% 3% F G

York County Line

WCL Newport News

95%

West From:

To:

From:

James City County (Maint: 99) 2.38 0%

West

64

77000 0% 1% 0.077 79000G F1% 3% F G95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.54

40000 1% 1% 0.081 40000G F1% 3% F G

SR 143 Jefferson Ave

95%

West From:

To:

City of Newport News (Maint: 99) 0.06 0%64

77000 0% 1% NA 79000G 1% 3% F G95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

36000 1% 1% 0.081 37000G F1% 3% F G

SR 238 Yorktown Rd

95%

West From:To:

City of Newport News (Maint: 99) 1.28 0%64

72000 0% 1% 0.078 74000G F1% 3% F G95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.516

39000 1% 1% 0.083 40000G F1% 3% F G

SR 105 Fort Eustis Blvd

95%

West From:To:

City of Newport News (Maint: 99) 2.32 0%64

77000 0% 1% 0.079 79000G F1% 3% F G95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.525

45000 1% 1% 0.080 46000G F1% 3% F G

SR 143 Jefferson Ave

95%

West From:To:

City of Newport News (Maint: 99) 5.22 0%64

92000 0% 1% 0.081 94000G F1% 3% F G95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.510

55000 1% 1% 0.081 56000G F1% 3% F G

SR 171 Oyster Point Rd

95%

West From:

To:

City of Newport News (Maint: 99) 1.55 0%64

108000 0% 1% 0.079 110000G F1% 3% F G95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.526

60000 1% 1% 0.111 61000A A1% 3% C A

US 17 J Clyde Morris Blvd

95%

West From:

To:

City of Newport News (Maint: 99) 1.50 0%64

121000 0% 1% 0.1 123000A A1% 3% C A95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.558

68000 1% 1% 0.086 69000G F1% 3% F G

WCL Hampton

95%

West From:

To:

City of Newport News (Maint: 99) 0.78 0%64

ECL Newport News

135000 0% 1% 0.076 138000G F1% 3% F G95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.528

68000 1% 1% 0.086 69000G F1% 3% F G

Hampton Roads Center Parkway

95%

West From:To:

City of Hampton (Maint: 99) 2.41 0%64

135000 0% 1% 0.076 138000G F1% 3% F G95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.528

61000 1% 1% 0.083 62000G F1% 3% F G

SR 134 Magruder Blvd

95%

West From:To:

City of Hampton (Maint: 99) 0.78 0%64

122000 0% 1% 0.079 125000G F1% 3% F G95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.528

72000 1% 1% 0.089 74000G F1% 3% F G

US 258, SR 134 Mercury Blvd

95%

To:

City of Hampton (Maint: 99)134 0.79 0%64

144000 0% 1% 0.078 147000G F1% 3% F G95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.537

2706/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

70000 1% 1% 0.085 71000G F1% 3% F G

US 258, SR 134 Mercury Blvd

I-664 Hampton Roads Beltway

95%

West From:

To:

From:

City of Hampton (Maint: 99) 0.92 0%

West

64

I-664

137000 0% 1% 0.071 140000G F1% 3% F G95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.606

Hampton Roads Beltway 50000 1% 1% 0.072 51000G F1% 3% F G

SR 167 LaSalle Ave

95%

West From:

To:

City of Hampton (Maint: 99) 1.05 0%64

101000 0% 1% 0.067 104000G F1% 2% F G96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.542

Hampton Roads Beltway 42000 1% 1% 0.069 43000G F1% 3% F G

US 60, SR 143 Settlers Landing Rd

95%

West From:To:

City of Hampton (Maint: 99) 2.36 0%64

80000 0% 1% 0.079 82000G F1% 2% F G96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

Hampton Roads Beltway 40000 1% 1% 0.072 41000G F1% 3% F G

SR 169 Mallory St

95%

West From:To:

City of Hampton (Maint: 99)60 0.38 0%64

82000 0% 1% 0.07 84000G F1% 2% F G96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.502

Hampton Roads Bridge Tunnel 40000 1% 1% 0.081 40000A A0% 2% C A

WCL Norfolk

97%

West From:

To:

City of Hampton (Maint: 99)60 3.93 0%64

ECL Hampton

83000 1% 1% 0.075 82000F F0% 2% C F96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.508

Hampton Roads Bridge Tunnel 40000 1% 1% 0.081 40000A A0% 2% C A

US 60 Ocean View Ave

97%

West From:

To:

City of Norfolk (Maint: 64)60 0.17 0%64

83000 1% 1% 0.075 82000F F0% 2% C F96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.508

Hampton Roads Beltway 39000 1% 1% 0.073 39000F F1% 3% F F

4th View St

95%

West From:

To:

City of Norfolk (Maint: 64)60 2.00 0%64

77000 0% 1% 0.071 80000F F1% 2% F F96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

Hampton Roads Beltway 37000 1% 1% 0.069 37000F F1% 3% F F

Bay Ave

95%

West From:

To:

City of Norfolk (Maint: 64) 0.80 0%64

74000 0% 1% 0.07 77000F F1% 2% F F96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.516

Hampton Roads Beltway 40000 1% 1% 0.068 41000F F1% 3% F F

New Gate Rd

95%

West From:To:

City of Norfolk (Maint: 64) 0.90 0%64

81000 0% 1% 0.072 85000F F1% 2% F F96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.549

Hampton Roads Beltway 37000 1% 1% 0.069 37000F F1% 3% F F

I-564, US 460 Granby St

95%

West From:To:

City of Norfolk (Maint: 64) 1.26 0%64

83000 0% 1% 0.072 86000F F1% 2% F F96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.538

Hampton Roads Beltway 54000 0% 1% 0.078 57000F F0% 1% F F

SR 168 Tidewater Dr

97%

To:

City of Norfolk (Maint: 64) 0.92 0%64

122000 0% 1% NA 129000F 1% 2% F F97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

2716/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Hampton Roads Beltway 53000 0% 1% 0.092 57000G A0% 1% F G

SR 168 Tidewater Dr

SR 194 Chesapeake Blvd

97%

West From:

To:

From:

City of Norfolk (Maint: 64) 0.98 0%

West

64

118000 0% 1% 0 128000G F0% 1% F G97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route: 0.706

Hampton Roads Beltway 61000 0% 1% 0.086 65000A A0% 1% C A

SR 247 Norview Ave

97%

West From:

To:

City of Norfolk (Maint: 64) 0.96 0%64

133000 0% 1% NA 142000A 0% 1% C A97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

Hampton Roads Beltway 69000 0% 1% 0.075 68000F F0% 1% F F

SR 165 Military Hwy

97%

West From:To:

City of Norfolk (Maint: 64) 1.24 0%64

147000 0% 1% 0.081 152000F F0% 1% F F97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route: 0.661

Hampton Roads Beltway 67000 0% 1% 0.073 68000F F0% 1% F F

US 13, SR 166 Northampton Blvd

97%

West From:To:

City of Norfolk (Maint: 64) 1.07 0%64

135000 0% 1% NA 143000F 0% 1% F F97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

Hampton Roads Beltway 76000 0% 1% 0.092 81000A A1% 1% F A

I-264

97%

West From:To:

City of Norfolk (Maint: 64) 2.20 0%64

159000 0% 1% NA 170000A 1% 1% F A97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

Hampton Roads Beltway 67000 0% 1% 0.110 72000A A1% 1% C A

WCL Virginia Beach

97%

West From:

To:

City of Norfolk (Maint: 64) 0.83 0%64

ECL Norfolk

132000 0% 1% 0.096 141000A A1% 1% C A97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.571

Hampton Roads Beltway 67000 0% 1% 0.110 72000A A1% 1% C A

Indian River Rd

97%

West From:

To:

City of Virginia Beach (Maint: 64) 1.75 0%64

132000 0% 1% 0.096 141000A A1% 1% C A97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.571

Hampton Roads Beltway 63000 0% 1% 0.082 67000F F1% 1% F F

ECL Chesapeake

97%

West From:

To:

City of Virginia Beach (Maint: 64) 1.17 0%64

WCL Virginia Beach

126000 0% 1% 0.091 133000F B1% 1% F F97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.551

Hampton Roads Beltway 63000 0% 1% 0.082 67000F F1% 1% F F

Greenbrier Parkway

97%

West From:To:

City of Chesapeake (Maint: 64) 0.89 0%64

126000 0% 1% 0.091 133000F B1% 1% F F97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.551

Hampton Roads Beltway 37000 0% 1% 0.086 39000F F1% 1% F F

SR 168 Battlefield Blvd

97%

West From:To:

City of Chesapeake (Maint: 64) 2.10 0%64

78000 0% 1% 0.081 83000F F1% 1% F F97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.502

Hampton Roads Beltway 49000 0% 1% 0.082 53000N F1% 1% N N

US 17

97%

To:

City of Chesapeake (Maint: 64)168 0.50 0%64

101000 0% 1% NA 108000N 1% 1% N N97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

2726/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Hampton Roads Beltway 49000 0% 1% 0.082 53000F F1% 1% F F

SR 168 Battlefield Blvd

I-464

97%

West From:

To:

From:

City of Chesapeake (Maint: 64) 0.49 0%

West

64

101000 0% 1% 0.073 108000F F1% 1% F F97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.558

Hampton Roads Beltway 41000 0% 1% 0.076 43000G F1% 5% F G

SR 190 Great Bridge Blvd

93%

West From:

To:

City of Chesapeake (Maint: 64)17 0.41 0%64

81000 0% 1% NA 86000G 1% 5% F G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

Hampton Roads Beltway 43000 0% 1% 0.083 45000F F1% 5% F F

US 17 George Washington Hwy

93%

West From:To:

City of Chesapeake (Maint: 64)17 3.86 0%64

83000 0% 1% 0.080 88000F F1% 5% F F93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.500

Hampton Roads Beltway 38000 0% 1% 0.085 40000F F1% 5% F F

US 13, US 460 Military Hwy

93%

West From:To:

City of Chesapeake (Maint: 64) 1.86 0%64

75000 0% 1% 0.079 80000F F1% 5% F F93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.521

Hampton Roads Beltway 37000 0% 1% 0.085 38000G F1% 5% C G

I-264, I-664

93%

To:

City of Chesapeake (Maint: 64) 1.65 0%64

77000 0% 1% 0.084 81000G A1% 5% C G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.513

Ramp 60 0.127 60G F G

I-64 West

FR-198 Jerrys Run RdTo:

From:

Alleghany County 0.15

West

64

Ramp 1000 0.112 990G F G

I-64 West

US 60 Midland Trail RdTo:

From:

Alleghany County 0.15

West

64

Ramp 2100 0.104 2200G F G

I-64 West

SR 154 S Durant Rd/S Craig AveTo:

From:

City of Covington (Maint: 03) 0.12

West

64

Ramp 2900 0.086 3100G F G

I-64 West

US 60 Madison StTo:

From:

Alleghany County 0.05

West

64

Ramp 760 0.110 760G F G

I-64 West

03-1104 Valley Ridge RdTo:

From:

Alleghany County220 0.05

West

64

Ramp 1800 0.178 1800G F G

I-64 West

03-696 Selma Low Moor RdTo:

From:

Alleghany County 0.12

West

64

Ramp 350 0.194 340G F G

I-64 West

SR 384 Dabney S Lancaster Community College Road STo:

From:

Alleghany County 0.18

West

64

2736/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 770 0.100 820G F G

I-64 West

03-629 Douthat Rd, Bus US 60To:

From:

Alleghany County 0.14

West

64

Ramp 120 0.13 120G F G

I-64 West

SR 42 Forty Two RdTo:

From:

Alleghany County 0.24

West

64

Ramp NA NA NA

I-64-W TO MAINTENANCE AREAAUTHORIZED

ROAD UNUSEDWest From:

To:

From:

Alleghany County 0.03

West

64

Ramp NA NA NA

Gap EAST END PARKING AREA

West From:

To:

Alleghany County 0.1864

Gap WEST END PARKING AREA

Ramp NA NA NA

ROAD UNUSEDWest From:

To:

Alleghany County 0.1464

Ramp NA NA NA

I-64-W FROM MAINTENANCE AREA AUTHORIZTo:

Alleghany County 0.0764

Ramp 150 0.153 150G F G

I-64 West

SR 269 Longdale Furnace RdTo:

From:

Alleghany County 0.26

West

64

Ramp 220 0.143 220G F G

I-64 West

81-780 Scenic DrTo:

From:

Rockbridge County 0.29

West

64

Ramp 660 0.112 660G F G

I-64 West

US 60 Fredericksburg RdTo:

From:

Rockbridge County 0.20

West

64

Ramp 2300 0.112 2300G F G

I-64 West

US 11 N Lee HighwayTo:

From:

Rockbridge County 0.24

West

64

Ramp from I-64 W Exit 87A to I-81 N 9400 1% 1% 0.109 10000A A1% 11% F A

I-64 West

I-81 North

86%To:

From:

Augusta County 0.33 0%

West

64

Ramp from I-64 W Exit 91A to SR 285 2700 0% 1% 0.103 2800G F1% 1% F G

I-64 West

SR 285 Tinkling Spring Rd

98%To:

From:

Augusta County 0.23 0%

West

64

Ramp 5400 0.112 5400G F G

I-64 West

US 340 Rosser AveTo:

From:

Augusta County 0.18

West

64

Ramp 1300 0.162 1300G F G

I-64 West

136-5118 Delphine AveTo:

From:

City of Waynesboro (Maint: 07) 0.24

West

64

2746/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 1900 0.146 1900G F G

I-64 West

I-64 East Exit 99A Ramp to US 250To:

From:

Augusta County 0.12

West

64

Ramp 4200 0.171 4100G F G

I-64 West

US 250 Rockfish Gap TrnpkTo:

From:

Albemarle County 0.15

West

64

Charlottesville Rest Area 1000 0.115 980F F F

I-64 West to Rest Area

Enter Rest Area Parking Lot

West From:

To:

From:

Albemarle County 0.12

West

64

Exit Rest Area Parking Lot

Charlottesville Rest Area 1000 0.115 980N F N

I-64 West from Rest AreaTo:

Albemarle County 0.1564

Ramp 2100 0.128 2000G F G

I-64 West

02-637 Dick Woods RdTo:

From:

Albemarle County 0.17

West

64

Ramp 2100 0.116 2300G F G

I-64 West

US 29 S, Monacan Trail RdTo:

From:

Albemarle County 0.22

West

64

Ramp 8300 0.209 9300A A A

I-64 West

US 29 Monacan Trail RdTo:

From:

Albemarle County 0.14

West

64

Ramp 4100 0.105 4300G F G

I-64 West

5th StreetTo:

From:

Albemarle County 0.10

West

64

Ramp 4400 0.107 4700G F G

I-64 West

SR 20 Scottsville RdTo:

From:

Albemarle County 0.15

West

64

Ramp 1800 0% 1% 0.237 2600G F1% 1% F G

I-64 West

US 250 Richmond Rd

98%To:

From:

Albemarle County 0.23 0%

West

64

Ramp 430 0% 1% 0.113 430G F0% 0% F G

I-64 West

02-616 Black Cat Rd

99%To:

From:

Albemarle County 0.22 0%

West

64

Ramp 4400 0.088 4200F F F

I-64 West

US 15 James Madison HwyTo:

From:

Louisa County

West

64

Ramp 1000 0.118 980F F F

I-64 West

SR 208 Courthouse RdTo:

From:

Louisa County 0.29

West

64

Ramp 800 0.237 780G F G

I-64 West

37-605 Shannon Hill RdTo:

From:

Goochland County 0.19

West

64

2756/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 760 0.203 790A A A

I-64-W TO RT 629WEST & EAST

37-629; 37-629- 1B FROM & TO I-64To:

From:

Goochland County 0.17

West

64

Ramp 3000 0.149 3000G F G

I-64-W TO US 522SOUTH & NORTH

US 522 US 522- 18B FROM & TO I-64To:

From:

Goochland County 0.24

West

64

Ramp 5100 0.135 5000G F G

I-64 West

37-617 Oilville RdTo:

From:

Goochland County 0.14

West

64

Goochland Rest Area 760 0.116 740F F F

I-64 West to Rest Area

Enter Rest Area Parking Lot

West From:

To:

From:

Goochland County 0.05

West

64

Exit Rest Area Parking Lot

Goochland Rest Area 760 0.116 740N F N

I-64 West from Rest AreaTo:

Goochland County 0.0864

Ramp from I-64 W Exit 173A to 37-623 6400 0% 2% 0.112 6300G F2% 1% F G

I-64 West

37-623 Ashland Rd

95%To:

From:

Goochland County 0.18 0%

West

64

Ramp from I-64 W Exit 175A to SR 288 23000 0% 0% 0.194 29000G A0% 1% F G

I-64 West

SR 288 S

99%To:

From:

Goochland County 0%

West

64

Ramp from I-64 W Exit 177B to I-295 S (E) 18000 1% 1% 0.123 16000G F1% 8% F G

I-64 West

I-295 East

90%To:

From:

Henrico County 0.60 0%

West

64

Ramp from I-64 W Exit 178A to US 250 11000 0% 0% 0.114 12000G F0% 0% F G

I-64 West

US 250 W, Broad St

99%To:

From:

Henrico County 0.16 0%

West

64

Ramp from I-64 W Exit 178B to US 250 4000 0% 1% 0.182 4200G F0% 0% F G

I-64 West

US 250 E, Broad St

99%To:

From:

Henrico County 0.14 0%

West

64

Ramp 7500 0.118 8000G F G

I-64 West

43-7514 S, Gaskins RdTo:

From:

Henrico County 0.23

West

64

Ramp 7200 0.130 7600G F G

I-64 West

43-7514 N, Gaskins RdTo:

From:

Henrico County 0.46

West

64

Ramp 3600 0.103 3900G F G

I-64 West

43-7518 S, Parham RdTo:

From:

Henrico County 0.16

West

64

Ramp 5000 0.098 5400G F G

I-64 West

43-7518 N, Parham RdTo:

From:

Henrico County 0.39

West

64

2766/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 6000 0.108 6400G F G

I-64 West

43-7536 S, Glenside DrTo:

From:

Henrico County 0.19

West

64

Ramp 2900 0.133 3100G F G

I-64 West

US 250 E, Broad StTo:

From:

Henrico County 0.17

West

64

Ramp 7800 0.097 8300G F G

I-64 West

US 250 W, Broad StTo:

From:

Henrico County 0.32

West

64

Ramp 21000 0.088 21000G F G

I-64 West

I-64 West Exit 185B Ramp to US 33 EastWest From:

To:

From:

Henrico County 0.16

West

64 0.57

Ramp 10000 0.091 10000G F G

US 33 W, Staples Mill RdTo:

Henrico County 0.1064

Ramp 11000 0.018 11000G A G

I-64 West Exit 185A Ramp

I-64 East Exit 185B RampTo:

From:

Henrico County 0.36

West

64

Ramp 3700 0.092 3900G F G

I-64 West

I-195 SouthTo:

From:

City of Richmond (Maint: 43) 0.11

West

64

Ramp 24000 0.087 25000G F G

I-64 West

I-95 South, 5th Street

West From:

To:

From:

City of Richmond (Maint: 43) 0.26

West

64

I-64 West

Ramp 18000 0.090 19000A A A

Ramp from 7th StreetWest From:

To:

City of Richmond (Maint: 43) 0.2364

Ramp 21000 0.099 22000A A A

I-95 SouthTo:

City of Richmond (Maint: 43) 0.0964

Ramp 3700 0.102 3900G F G

I-64 West

US 360 Mechanicsville TpkeTo:

From:

Henrico County 0.17

West

64

Ramp 1100 0.083 1200G F G

I-64 West

SR 33 W, Nine Mile RdTo:

From:

Henrico County 0.16

West

64

Ramp 540 0.099 580G F G

I-64 West

SR 33 E, Nine Mile RdTo:

From:

Henrico County 0.12

West

64

Ramp 2100 0.083 2300G F G

I-64 West

43-7555 Laburnum AveTo:

From:

Henrico County 0.24

West

64

2776/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp from I-64 W Exit 197A to SR 156 S 2000 1% 1% 0.103 2100G F1% 3% F G

I-64 West

SR 156 S, Airport Dr

94%To:

From:

Henrico County 0.19 0%

West

64

Ramp from I-64 W Exit 197B to SR 156 N 550 1% 1% 0.119 580G F2% 3% F G

I-64 West

SR 156 N, Airport Dr

92%To:

From:

Henrico County 0.26 0%

West

64

Ramp 3400 1% 1% 0.107 3600G F0% 13% C G

I-64 West Collector Rd

I-295 South Collector Rd

84%To:

From:

Henrico County 0.19 0%

West

64

Ramp from I-64 W to I-295 W (Northbound) 11000 1% 1% 0.09 12000G F1% 15% C G

I-64 West Collector Road

I-295 North Collector Rd

83%To:

From:

Henrico County 0.49 0%

West

64

Collector Road 15000 1% 1% 0.084 15000G F1% 15% C G

I-64 West

I-64 West Exit 200B Ramp

82%

West From:

To:

From:

Henrico County 0.41 0%

West

64

Collector Road 3600 0.084 3600G F G

I-295 North Exit 28D RampWest From:

To:

Henrico County 0.2664

Collector Road 7500 0.084 7500G F G

I-64 West Exit 200A RampWest From:

To:

Henrico County 0.2764

Collector Road 3900 0.084 3900G F G

I-295 South Exit 28D RampWest From:

To:

Henrico County 0.1964

Collector Road 4200 0.084 4200G F G

I-64 WestTo:

Henrico County 0.3364

Ramp 1300 2% 2% 0.097 2000G F4% 14% C G

I-64 West

SR 249 New Kent Hwy

79%To:

From:

New Kent County 0.24 0%

West

64

Ramp 1900 0.095 4400G F G

I-64 West

SR 106 Emmaus Church RdTo:

From:

New Kent County 0.19

West

64

New Kent Rest Area 1900 1% 1% 0.191 1600A A1% 8% F A

I-64 West to Rest Area

Enter Rest Area Parking Lot

90%

West From:

To:

From:

New Kent County 0.14 0%

West

64

Exit Rest Area Parking Lot

New Kent Rest Area 1900 1% 1% 0.191 1600N A1% 8% N N

I-64 West from Rest Area

90%To:

New Kent County 0.11 0%64

Ramp 940 0.143 1400G F G

I-64 West

SR 155 Courthouse RdTo:

From:

New Kent County 0.22

West

64

2786/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 780 0.119 2100G F G

I-64 West

SR 33 E, Eltham RdTo:

From:

New Kent County 0.24

West

64

Ramp 4400 0.135 4300G F G

I-64 West

I-64 West Exit 227B to SR 30 WestTo:

From:

James City County 0.29

West

64

Ramp 3600 0.123 3500G F G

I-64 West

SR 30 W, Croaker RdTo:

From:

James City County 0.21

West

64

Ramp 1000 0.11 980G F G

I-64 West

SR 30 E, Croaker RdTo:

From:

James City County 0.31

West

64

Ramp 4700 0.118 4600G F G

I-64 West

99-646 W, Newman RdTo:

From:

York County 0.20

West

64

Ramp 770 0.122 760G F G

I-64 West

99-646 E, Newman RdTo:

From:

York County

West

64

Ramp 5300 0.093 5200G F G

I-64 West

I-64 West Exit 238B to SR 143 SouthTo:

From:

York County 0.16

West

64

Ramp 9300 0.109 9100G F G

I-64 West

SR 199 WestTo:

From:

York County 0.22

West

64

Ramp 3000 0.21 2900G F G

I-64 West

SR 199 EastTo:

From:

York County 0.39

West

64

Ramp 2900 0.115 2900G F G

I-64 West

I-64 East Exit 243ATo:

From:

York County 0.82

West

64

Ramp 3800 0.163 4000G F G

I-64 West

I-64 East Exit 243B to SR 143 NorthTo:

From:

York County 0.27

West

64

Ramp 2800 0.121 3000G F G

I-64 West

SR 238 Yorktown RdTo:

From:

City of Newport News (Maint: 99) 0.14

West

64

Ramp 8200 0.111 8700G F G

I-64 West

SR 105 W, Ft Eustis BlvdTo:

From:

City of Newport News (Maint: 99)

West

64

Ramp 4500 0.118 4800G F G

I-64 West

SR 143 Jefferson AveTo:

From:

City of Newport News (Maint: 99) 0.21

West

64

2796/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 2400 0.125 2500G F G

I-64 West Collector Rd

SR 143 S, Jefferson AveTo:

From:

City of Newport News (Maint: 99) 0.12

West

64

Ramp 15000 0.082 16000G F G

I-64 West Collector Rd

SR 143 N, Jefferson AveTo:

From:

City of Newport News (Maint: 99) 0.33

West

64

Ramp 17000 0.084 18000G F G

I-64 West

I-64 West Exit 255B to SR 143 N, Jefferson AveWest From:

To:

From:

City of Newport News (Maint: 99) 0.21

West

64

Collector Rd 2500 0.123 2600G F G

Ramp from SR 143 NorthWest From:

To:

City of Newport News (Maint: 99) 0.0764

Collector Rd 7500 0.098 8000G F G

I-64 West Exit 255A to SR 143 S, Jefferson AveWest From:

To:

City of Newport News (Maint: 99) 0.1764

Collector Rd 5100 0.088 5400G F G

Ramp from SR 143 S, Jefferson AveWest From:

To:

City of Newport News (Maint: 99) 0.0864

Ramp 7800 0.086 7800G F G

I-64 WestTo:

City of Newport News (Maint: 99) 0.3464

Ramp 6900 0.11 7300G F G

I-64 West

SR 171 W, Victory BlvdTo:

From:

City of Newport News (Maint: 99) 0.30

West

64

Ramp 4000 0.138 4300G F G

I-64 West

SR 171 E, Victory BlvdTo:

From:

City of Newport News (Maint: 99) 0.39

West

64

Ramp 11000 0.102 11000G F G

I-64 West

US 17 S, J Clyde Morris BlvdTo:

From:

City of Newport News (Maint: 99)

West

64

Ramp 6500 0.110 6900G F G

I-64 West

US 17 N, J Clyde Morris BlvdTo:

From:

City of Newport News (Maint: 99) 0.30

West

64

Ramp 5200 0.110 5500G F G

I-64 West

114-7026 W, Hampton Rds Ctr PkwyTo:

From:

City of Hampton (Maint: 99) 0.28

West

64

Ramp 5800 0.084 6200G F G

I-64 West

US 258 W, Mercury BlvdTo:

From:

City of Hampton (Maint: 99) 0.23

West

64

Ramp 5700 0.089 6000G F G

I-64 West

US 258 E, Mercury BlvdTo:

From:

City of Hampton (Maint: 99) 0.17

West

64

2806/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 12000 0.128 13000G F G

I-64 West

I-664 EastTo:

From:

City of Hampton (Maint: 99) 0.46

West

64

Ramp 890 0.091 940G F G

I-64 West

SR 134 Armistead Ave, SR 167 Lasalle AveTo:

From:

City of Hampton (Maint: 99)

West

64

Ramp 2800 0.086 3000G F G

I-64 West

SR 134 Armistead AveTo:

From:

City of Hampton (Maint: 99) 0.19

West

64

Ramp 4600 1% 1% 0.094 4600G F1% 3% F G

I-64 West

SR 143 County St

95%To:

From:

City of Hampton (Maint: 99) 0.11 0%

West

64

Ramp 2400 0.119 2500G F G

I-64 West

114-7057 Mallory StTo:

From:

City of Hampton (Maint: 99) 0.15

West

64

Ramp 390 0.132 410G F G

I-64 West

US 60 Ocean View AveTo:

From:

City of Norfolk (Maint: 64) 0.03

West

64

Ramp 1800 0.106 1900G F G

I-64 West

US 60 4th View StTo:

From:

City of Norfolk (Maint: 64) 0.18

West

64

Ramp 3400 0.205 3700G F G

I-64 West

Bay AveTo:

From:

City of Norfolk (Maint: 64) 0.15

West

64

Ramp 4500 0.120 4800G F G

I-64 West

US 460 E, Granby StTo:

From:

City of Norfolk (Maint: 64) 0.11

West

64

Ramp 4000 0.081 4200F F F

I-64 West

SR 165 Little Creek RdTo:

From:

City of Norfolk (Maint: 64) 0.26

West

64

Ramp 4500 0.098 4800G F G

I-64 West

SR 168 S, Tidewater DrTo:

From:

City of Norfolk (Maint: 64) 0.11

West

64

Ramp 4000 0.111 4300G F G

I-64 West

SR 168 N, Tidewater DrTo:

From:

City of Norfolk (Maint: 64) 0.21

West

64

Ramp 8300 0.105 8900G F G

I-64 West

SR 194 N, Chesapeake BlvdTo:

From:

City of Norfolk (Maint: 64) 0.25

West

64

Ramp 3700 0% 1% 0.1 3900G F0% 0% C G

I-64 West

SR 247 W, Norview Ave

98%To:

From:

City of Norfolk (Maint: 64) 0.18 0%

West

64

2816/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 3600 0% 0% 0.092 3900G F0% 0% C G

I-64 West

SR 247 E, Norview Ave

99%To:

From:

City of Norfolk (Maint: 64) 0.13 0%

West

64

Ramp 8600 0.094 9200G F G

I-64 West

Robin Hood RdTo:

From:

City of Norfolk (Maint: 64) 0.20

West

64

Ramp 23000 0.1 24000G F G

I-64 West

I-64 West Exit 282BTo:

From:

City of Norfolk (Maint: 64) 0.11

West

64

Ramp 3500 0.18 3700F F F

I-64 West

I-64 ReversibleTo:

From:

City of Norfolk (Maint: 64) 0.09

West

64

Ramp 7200 0.091 7600F F F

I-64 West

I-264 West Collector RdTo:

From:

City of Norfolk (Maint: 64) 0.13

West

64

Ramp 21000 0.077 22000F F F

I-64 West

I-264 East Collector RdTo:

From:

City of Norfolk (Maint: 64) 0.23

West

64

Ramp 4600 0% 0% 0.175 4800F F0% 0% F F

I-64 West

I-64 Reversible

100%To:

From:

City of Norfolk (Maint: 64) 0.12 0%

West

64

Ramp 5100 0.120 5400G F G

I-64 West

134-7 W, Indian River RdTo:

From:

City of Virginia Beach (Maint: 64) 0.22

West

64

Ramp 11000 0.091 12000G F G

I-64 West

134-7 E, Indian River RdTo:

From:

City of Virginia Beach (Maint: 64) 0.20

West

64

Ramp 5600 1% 1% 0.114 5900G F1% 2% C G

I-64 West Collector Rd

131-8665 W, Greenbrier Pkwy

95%To:

From:

City of Chesapeake (Maint: 64) 0.28 0%

West

64

Ramp 10000 0.088 11000G F G

I-64 West Collector Rd

131-8665 E, Greenbrier PkwyTo:

From:

City of Chesapeake (Maint: 64) 0.25

West

64

Collector Rd 16000 0.088 17000F F F

I-64 West

I-64 West Exit 289B Ramp to Greenbriar Pkwy EastWest From:

To:

From:

City of Chesapeake (Maint: 64) 0.66

West

64

Collector Rd 7000 0.11 7400G F G

Ramp from Greenbriar Pkwy EastWest From:

To:

City of Chesapeake (Maint: 64) 0.1064

Collector Rd 11000 0.087 12000G F G

I-64 West Exit 289A Ramp to Greenbriar Pkwy WestTo:

City of Chesapeake (Maint: 64) 0.2364 0.773

2826/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Collector Rd 5700 0.101 6100G F G

I-64 West Exit 289A Ramp to Greenbriar Pkwy West

Ramp from Greenbriar Pkwy WestWest From:

To:

From:

City of Chesapeake (Maint: 64) 0.16

West

64 0.826

Collector Rd 16000 0.095 17000F F F

I-64 WestTo:

City of Chesapeake (Maint: 64) 0.1464

Ramp 3600 1% 1% 0.078 3900G F2% 9% C G

I-64 West Collector Rd

Bus SR 168 N

86%To:

From:

City of Chesapeake (Maint: 64)168 0.18 1%

West

64

Ramp From I-64 W to SR 168 S 8100 0% 1% 0.098 8700G F0% 1% C G

I-64 West Collector Rd

Bus SR 168 Battlefield Blvd S

97%To:

From:

City of Chesapeake (Maint: 64) 0.30 0%

West

64

I-64 W Exit 290 14000 0.079 14000G F G

I-64 West

I-64 West Exit 290 B

West From:

To:

From:

City of Chesapeake (Maint: 64)168

West

64

I-64 W Exit 290 B

I-64 W Exit 290 6600 0.086 6900F F F

Ramp From Bus SR 168 Battlefield Blvd SWest From:

To:

City of Chesapeake (Maint: 64)168 0.1064

I-64 W Exit 290 11000 0.079 11000G F G

I-64 W Exit 290 SWest From:

To:

City of Chesapeake (Maint: 64)168 0.2064 0.673

I-64 W Exit 290 7000 0.085 7400G F G

Ramp From Bus SR 168 Battlefield Blvd NWest From:

To:

City of Chesapeake (Maint: 64) 0.1264 0.536

I-64 W Exit 290 16000 0.082 17000G F G

Ramp to I-64 E Exit 289West From:

To:

City of Chesapeake (Maint: 64) 0.3564

I-64 W Exit 290 10000 0.083 11000F F F

I-64 WestTo:

City of Chesapeake (Maint: 64) 0.5164

Ramp 3800 0% 1% 0.106 4000G F1% 1% F G

I-64 West Exit 291 Collector Rd

I-464; US 17

97%To:

From:

City of Chesapeake (Maint: 64) 0.26 0%

West

64

Ramp 7900 0.098 8400G F G

I-64 West

Ramp from US 17 North

West From:

To:

From:

City of Chesapeake (Maint: 64)

West

64

US 17-N017A FROM RT 17 NORTH

Ramp NA NA NA

1SR 168-P FROM RT 64 WEST & 17 NORTHTo:

City of Chesapeake (Maint: 64) 0.0564

I-64 West Collector Rd NA NA NA

I-64 West

Ramp to SR 168 Oak Groove ConnectorWest From:

To:

From:

City of Chesapeake (Maint: 64)

West

64

I-64 West Collector Rd 9100 0.097 9600F F F

Ramp from I-464 SouthTo:

City of Chesapeake (Maint: 64)64

2836/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

I-64 West Collector Rd NA NA NA

Ramp from I-464 South

Ramp to I-464 NorthWest From:

To:

From:

City of Chesapeake (Maint: 64) 0.15

West

64

I-64 West Collector Rd NA NA NA

Ramp from US 17 NorthWest From:

To:

City of Chesapeake (Maint: 64)64

I-64 West Collector Rd NA NA NA

Ramp to SR 168To:

City of Chesapeake (Maint: 64)64

Ramp 2200 0.090 2300G F G

I-64 West

SR 190 Great Bridge BlvdTo:

From:

City of Chesapeake (Maint: 64) 0.20

West

64

Ramp 5200 0% 1% 0.102 5500G F1% 1% F G

I-64 West

US 17

97%To:

From:

City of Chesapeake (Maint: 64) 0.24 0%

West

64

Ramp 4400 0.076 4700G F G

I-64 West

US 13 Military HighwayTo:

From:

City of Chesapeake (Maint: 64) 0.23

West

64

1200 3% 2% 0.109 1100G F0% 0% C G

US 58

WCL Clinchport

95%

From:

To:

From:

Scott County 0.04 0%65 0.566

1200 3% 2% 0.109 1100N F0% 0% N N

ECL Clinchport

95%

From:

To:

Town of Clinchport (Maint: 84) 1.46 0%65 0.566

1200 3% 2% 0.109 1100N F0% 0% N N

84-649

95%

From:

To:

Scott County 2.91 0%65

84-649 Rye Cove Mem Ctr

0.566

Clinch River Hwy 400 1% 1% 0.099 390G F1% 1% C G

84-645 Manville Rd

96%

From:To:

Scott County 2.28 0%65 0.531

Clinch River Hwy 240 2% 2% 0.115 240G F0% 0% C G

SR 72 Veterans Memorial Hwy

95%

From:To:

Scott County 8.03 0%65 0.556

1200 1% 2% 0.103 1200G F1% 1% C G

WCL Dungannon

97%

From:To:

Scott County72 7.79 0%65 0.542

1200 1% 2% 0.103 1200N F1% 1% N N

84-1009 Jefferson St

97%

From:To:

Town of Dungannon (Maint: 84)72 0.32 0%65 0.542

Veterans Memorial Hwy 1600 0% 2% 0.088 1600G F0% 1% C G

SR 72 E, Hanging Rock Pkwy

97%

From:

To:

Town of Dungannon (Maint: 84)72 0.28 0%65

SR 72 E, Vetrans Mem Hay

0.571

Sinking Creek Hwy 1200 1% 2% 0.103 1200G F0% 1% C G

ECL Dungannon

96%

From:

To:

Town of Dungannon (Maint: 84) 0.21 0%65 0.570

1200 1% 2% 0.103 1200N F0% 1% N N

84-774 Long Hollow Rd

96%To:

Scott County 0.75 0%65 0.570

2846/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Sinking Creek Hwy 480 1% 2% 0.107 480G F1% 0% C G

84-774 Long Hollow Rd

Russell County Line

96%

From:

To:

From:

Scott County 4.18 0%65

Scott County Line

0.509

Mew Rd 590 1% 1% 0.097 610G F0% 1% C G

WCL Castlewood

97%

From:To:

Russell County 2.83 0%65 0.541

590 1% 1% 0.097 610N F0% 1% N N

US 58 ALT Banners Corner

97%To:

Russell County 3.02 0%65 0.541

Ramp NA NA NA

I-66-E060A I-66-W060A FROM RT 6

SR 123 FROM RT 66 EAST & WESTTo:

From:

Fairfax County 0.2666

I-66 E Ramp 7800 1% 1% 0.071 7200G F1% 15% F G

I-81 North

Ramp from I-81 South

82%

East From:

To:

From:

Warren County 0.25 1%

East

66

I-81

16000 1% 1% 0.071 15000G F1% 15% F G81% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.619

15000 1% 1% 0.117 15000A A1% 15% F A

US 340, US 522 Winchester Rd

82%

East From:To:

Warren County 6.36 1%66

31000 1% 1% 0.106 30000A A1% 15% F A81% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.587

14000 1% 1% 0.125 14000A A1% 15% C A

SR 79

82%

East From:

To:

Warren County 6.49 1%66

29000 1% 1% 0.104 28000F A1% 19% F F77% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.604

17000 1% 1% 0.125 17000A A1% 15% F A

Fauquier County Line

82%

East From:

To:

Warren County 1.56 1%66

Warren County Line

34000 1% 1% 0.099 33000A A1% 15% F A81% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.646

17000 1% 1% 0.125 17000A A1% 15% F A

30-688 Leeds Manor Rd

82%

East From:

To:

Fauquier County 3.96 1%66

34000 1% 1% 0.099 33000A A1% 15% F A81% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.646

18000 1% 1% 0.126 18000A A1% 15% F A

30-731 Cobbler Mtn Rd; SR 55, US 17 Winchester Rd

82%

East From:

To:

Fauquier County 5.21 1%66

US 17, SR 55 Winchester Rd

36000 1% 1% 0.109 35000A A1% 15% F A82% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.638

22000 0% 1% 0.125 21000A A1% 7% F A

Bus US 17, SR 55; 30-721 Free State Rd

90%

East From:To:

Fauquier County17 55 3.36 0%66

44000 1% 1% 0.109 43000A A1% 7% F A90% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.632

23000 0% 1% 0.124 22000A A1% 7% F A

US 17, Bus US 17 Winchester Rd

90%

To:

Fauquier County17 1.34 0%66

46000 1% 1% 0.11 44000A A1% 7% F A90% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.604

2856/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

18000 0% 1% 0.131 18000A A1% 7% C A

US 17, Bus US 17 Winchester Rd

SR 245 Old Tavern Rd

90%

East From:

To:

From:

Fauquier County 3.02 0%

East

66

36000 1% 1% 0.109 36000A A1% 7% C A90% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.577

19000 0% 1% 0.132 19000A A1% 7% F A

Prince William County Line

90%

East From:

To:

Fauquier County 5.04 0%66

Fauquier County Line

38000 1% 1% 0.110 37000A A1% 7% F A90% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.625

19000 0% 1% 0.132 19000A A1% 7% F A

US 15

90%

East From:To:

Prince William County 3.61 0%66

38000 1% 1% 0.110 37000A A1% 7% F A90% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.625

31000 0% 1% 0.254 31000G A1% 7% F G

WCL Haymarket

90%

East From:To:

Prince William County 0.19 0%66

61000 1% 1% 0.087 71000G A1% 7% F G90% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.645

31000 0% 1% 0.254 31000G A1% 7% F G

ECL Haymarket

90%

East From:To:

Town of Haymarket (Maint: 76) 0.84 0%66

61000 1% 1% 0.087 71000G A1% 7% F G90% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.645

31000 0% 1% 0.254 31000G A1% 7% F G

US 29 Gainesville

90%

East From:

To:

Prince William County 0%66

61000 1% 1% 0.087 71000G A1% 7% F G90% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.645

53000 0% 1% 0.102 54000G A1% 7% F G

SR 234

90%

East From:

To:

Prince William County 0%66

106000 1% 1% 0.083 109000G A1% 7% F G90% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.642

56000 0% 1% 0.093 54000G F1% 7% F G

SR 234; Bus SR 234

90%

East From:

To:

Prince William County234 2.08 0%66

115000 1% 1% 0.070 110000G F1% 7% F G90% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.64

74000 0% 1% 0.091 72000G F1% 7% F G

Fairfax County Line

90%

East From:

To:

Prince William County 1.83 0%66

Prince William County Line

126000 0% 1% 0.069 127000G F1% 7% F G90% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.651

74000 0% 1% 0.091 72000G F1% 7% F G

US 29 Near Centreville

90%

East From:To:

Fairfax County 2.94 0%66

126000 0% 1% 0.069 127000G F1% 7% F G90% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.651

51000 1% 1% 0.092 54000G F1% 2% F G

SR 28 Sully Rd

95%

To:

Fairfax County 1.25 0%66

101000 1% 1% 0.067 107000G F0% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.643

2866/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

66000 1% 1% 0.075 70000F F1% 2% F F

SR 28 Sully Rd

29-7100 Fairfax County Parkway

95%

East From:

To:

From:

Fairfax County 1.86 0%

East

66

128000 1% 1% 0.067 135000G F0% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.623

49000 1% 1% 0.085 51000G F1% 2% F G

US 50

95%

East From:

To:

Fairfax County 2.57 0%66

95000 1% 1% 0.061 100000G F0% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.6

70000 1% 1% 0.074 74000G F1% 2% F G

SR 123 Chain Bridge Rd

95%

East From:To:

Fairfax County 1.85 0%66

140000 1% 1% 0.063 148000G F0% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.504

71000 1% 1% 0.083 74000G B1% 2% C G

SR 243 Nutley St

96%

East From:To:

Fairfax County 2.13 0%66

136000 1% 0% 0.07 144000G B0% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.555

62000 1% 1% 0.073 65000G F1% 2% F G

WCL Vienna

95%

East From:To:

Fairfax County 1.44 0%66

126000 1% 1% 0.066 134000G F0% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.517

62000 1% 1% 0.073 65000G F1% 2% F G

ECL Vienna

95%

East From:

To:

Town of Vienna (Maint: 29) 0.25 0%66

126000 1% 1% 0.066 134000G F0% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.517

62000 1% 1% 0.073 65000G F1% 2% F G

I-495 Capital Beltway

95%

East From:

To:

Fairfax County 1.54 0%66

126000 1% 1% 0.066 134000G F0% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.517

20000 1% 0% 0.082 22000G F0% 0% F G

SR 7 Leesburg Pike

99%

East From:

To:

Fairfax County 1.46 0%66

42000 1% 0% 0.066 44000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.553

20000 1% 0% 0.084 21000G F0% 0% F G

SR 267 Dulles Access Rd

99%

East From:To:

Fairfax County 0.82 0%66

41000 1% 0% 0.069 43000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.566

36000 1% 0% 0.068 39000G F0% 0% F G

Arlington County Line

99%

East From:

To:

Fairfax County 0.86 0%66

Fairfax County Line

75000 1% 0% 0.063 80000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.515

36000 1% 0% 0.068 39000G F0% 0% F G

Westmoreland St

99%

To:

Arlington County 0.24 0%66

75000 1% 0% 0.063 80000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.515

2876/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

35000 1% 0% 0.069 38000G F0% 0% F G

Westmoreland St

Sycamore St

99%

East From:

To:

From:

Arlington County 0.94 0%

East

66

85000 1% 0% 0.065 89000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.524

32000 1% 0% 0.062 34000G F0% 0% F G

SR 237 Fairfax Drive

99%

East From:

To:

Arlington County 1.74 0%66

85000 1% 0% 0.063 90000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.548

25000 1% 0% 0.068 26000G F0% 0% F G

SR 120 Glebe Rd

99%

East From:To:

Arlington County 0.56 0%66

65000 1% 0% 0.062 68000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.519

30000 1% 0% 0.117 30000A A0% 0% C A

US 29 Lee Hwy Cherrydale

99%

East From:To:

Arlington County 0.97 0%66

57000 1% 0% 0.070 58000B B0% 0% C B99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.53

26000 1% 0% 0.067 28000G F0% 0% F G

US 29 Near 20th Rd

99%

East From:To:

Arlington County 1.05 0%66

66000 1% 0% 0.063 69000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.535

22000 1% 0% 0.067 23000G F0% 0% F G

Lynn St Rosslyn

99%

East From:

To:

Arlington County 0.85 0%66

55000 1% 0% 0.062 58000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.537

29000 1% 0% 0.07 31000G F0% 0% F G

DC Line, Potomac River; Roosevelt Bridge

99%

To:

Arlington County 0.50 0%66

72000 1% 0% 0.067 76000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.539

Ramp 5000 0.089 5000G F G

I-66 East

I-66 East Exit 6B RampTo:

From:

Warren County 0.11

East

66

Ramp 2100 0.127 2100G F G

I-66 East

SR 79 Apple Mountain RdTo:

From:

Warren County 0.19

East

66

Ramp 120 0.639 70G A G

I-66 East

30-688 Leeds Manor RdTo:

From:

Fauquier County 0.24

East

66

Ramp 310 0.18 300F F F

I-66 East

30-731 Cobbler Mountain RdTo:

From:

Fauquier County 0.12

East

66

Ramp 660 0.123 650F F F

I-66 East

SR 55 Free State RdTo:

From:

Fauquier County55 0.17

East

66

2886/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 6400 0% 1% 0.113 6200F A0% 0% C F

I-66 East

US 17 Winchester Rd

98%To:

From:

Fauquier County 0%

East

66

Ramp 460 0.167 450F F F

I-66 East

SR 245 Old Tavern RdTo:

From:

Fauquier County 0.13

East

66

Ramp 2100 0.102 2100G F G

I-66 East

US 15 James Madison HwyTo:

From:

Prince William County

East

66

Ramp 2300 0.671 2400G A G

I-66 East CD Road

US 29 STo:

From:

Prince William County 0.11

East

66

Ramp 1700 0.133 1700G F G

I-66 East

US 29 Lee HighwayTo:

From:

Prince William County 0.23

East

66

Ramp 9900 0.118 9900G F G

I-66 East

SR 234 Prince William PkwyTo:

From:

Prince William County 0.47

East

66

Ramp 5800 0.085 5800G F G

I-66 East

I-66-E047B TO RT 23400- NORTHTo:

From:

Prince William County234 0.20

East

66

Manassas Rest Area 700 0.117 750F F F

I-66 East to Rest Area

Enter Rest Area Parking Lot

East From:

To:

From:

Prince William County 0.04

East

66

Exit Rest Area Parking Lot

Manassas Rest Area 700 0.117 750N F N

I-66 East from Rest AreaTo:

Prince William County 0.0366

Ramp 6500 0% 1% 0.08 6900F F1% 1% C F

I-66 East

US 29 Lee Highway

98%To:

From:

Fairfax County 0.24 0%

East

66

Ramp NA NA NA

I-66 East Ramp Split to SR 28 North & South

SR 28 N, Sully RdTo:

From:

Fairfax County 0.04

East

66

Ramp NA NA NA

I-66-E053A TO RT 29 NORTH & SOUTH

SR 28 SR 28-S030A FROM & TO RT 66To:

From:

Fairfax County

East

66

Ramp 12000 1% 1% 0.082 13000F F1% 2% C F

I-66 East Collector Rd

SR 286 S, Fairfax County Pkwy

96%To:

From:

Fairfax County 0.30 0%

East

66

Ramp 9200 0% 0% 0.082 9700F F0% 1% C F

I-66 East Collector Rd

SR 286 N, Fairfax County Pkwy

98%To:

From:

Fairfax County 0.23 0%

East

66

2896/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 21000 0.074 22000F F F

I-66 East

I-66 East Exit 55A to SR 286 SouthEast From:

To:

From:

Fairfax County 0.22

East

66

Collector Road NA NA NA

Ramp from SR 286 SouthEast From:

To:

Fairfax County 0.1566

Collector Road NA NA NA

I-66 East Exit 55B Ramp to SR 286 NorthEast From:

To:

Fairfax County 0.1666

Collector Road NA NA NA

Ramp from SR 286 NorthEast From:

To:

Fairfax County 0.1266

Ramp NA NA NA

I-66 EastTo:

Fairfax County 0.2966

Ramp 11000 0.126 11000G F G

I-66 East

US 50 E, Lee Jackson HwyTo:

From:

Fairfax County 0.36

East

66

Ramp 1700 0.100 1700G F G

I-66 East

US 50 W, Lee Jackson HwyTo:

From:

Fairfax County 0.24

East

66

Ramp 4200 0.074 4200G F G

I-66 East Collector Rd

I-66 West Exit 60A to SR 123 SouthTo:

From:

Fairfax County 0.33

East

66

Ramp 5300 0.085 5300G F G

I-66 East Collector Rd

SR 123 N, Chain Bridge RdTo:

From:

Fairfax County 0.24

East

66

Ramp 13000 0.097 13000G F G

I-66 East

I-66 East Exit 60A to SR 123 SouthEast From:

To:

From:

Fairfax County 0.04

East

66

Ramp 9000 0.119 9000G F G

SR 123 South Ramp to I-66 East Collector Rd

East From:

To:

Fairfax County 0.3966

SR 123-S016A FROM RT 12300- SOUTH

Ramp NA NA NA

I-66-E060B TO RT 12300- NORTHEast From:

To:

Fairfax County 0.0866

Ramp NA NA NA

SR 123-N016A FROM RT 12300- NORTHEast From:

To:

Fairfax County 0.3266

Ramp NA NA NA

I-66-E COLLECTOR ROAD FROM RT 123-CHAITo:

Fairfax County 0.1166

Ramp 9700 0.106 9700G F G

I-66 East Collector Rd

I-66 East Exit 62B to SR 243 SouthTo:

From:

Fairfax County 0.10

East

66

2906/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp NA NA NA

I-66-E062B TO RT 243 SOUTH

COMMUTER LOTTo:

From:

Fairfax County 0.06

East

66

Ramp NA NA NA

I-66-E COLLECTOR ROAD TO METRO LOT & R

29-99022- P FROM METRO COMMUTER LOTEast From:

To:

From:

Fairfax County 0.18

East

66

Ramp NA NA NA

I-66-E062A TO RT 243 SOUTH & METRO COMEast From:

To:

Fairfax County 0.3966

Ramp 6400 0.099 6400G F G

SR 243-S000A FROM RT 243 SOUTHEast From:

To:

Fairfax County 0.0766

Ramp NA NA NA

I-66-E062C TO RT 243 NORTH

East From:

To:

Fairfax County 0.1166

I-66 East Collector Rd

Ramp 3400 0.09 3400G F G

SR 243 North

East From:

To:

Fairfax County 0.0866

SR 243-N000A FROM RT 243 NORTH

Ramp NA NA NA

I-66-E COLLECTOR ROAD FROM RT 243 & METo:

Fairfax County 0.4966

Ramp 24000 0.069 24000G F G

I-66 East

I-495 SouthTo:

From:

Fairfax County 0.26

East

66

Ramp 20000 0.091 20000G F G

I-66 East

I-495 NorthTo:

From:

Fairfax County 0.40

East

66

Ramp 7200 1% 0% 0.111 7200G F0% 0% C G

I-66 East

I-66-E066B TO RT 7 WEST

98%

East From:To:

From:

Fairfax County 0.15 0%

East

66

Ramp NA NA NA

SR 7 FROM RT 66 EASTTo:

Fairfax County 0.0866

Ramp NA NA NA

I-66-E066A TO RT 7 WEST

SR 7 FROM RT 66 EASTTo:

From:

Fairfax County 0.04

East

66

Ramp 2900 0% 0% 0.095 2900G F0% 0% C G

I-66 East

Westmoreland St

99%To:

From:

Arlington County 0.10 0%

East

66

Ramp 8900 0% 0% 0.083 8900G F0% 0% C G

I-66 East

Fairfax Dr

99%To:

From:

Arlington County 0.09 0%

East

66

2916/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 12000 0% 0% 0.081 12000G F0% 0% C G

I-66 East

N Fairfax Dr

100%To:

From:

Arlington County 0.25 0%

East

66

Ramp 5700 0.085 5700G F G

I-66 East

US 29 Lee HighwayTo:

From:

Arlington County 0.19

East

66

Ramp 6000 0.072 6000G F G

I-66 East

US 29 Lee Highway NBTo:

From:

Arlington County 0.12

East

66

26th St 19000 0.083 19000G F G

I-66 East

SR 110 Jefferson Davis HwyTo:

From:

Arlington County 0.13

East

66

I-66 W Ramp 8500 1% 1% 0.089 7800G F1% 15% F G

I-81 South

Warren County Line

81%

West From:

To:

From:

Frederick County (Maint: 93) 0.42 1%

West

66

Frederick County Line

16000 1% 1% 0.071 15000G F1% 15% F G81% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.619

I-66 W Ramp 8500 1% 1% 0.089 7800G F1% 15% F G

Ramp to I-81 North

81%

West From:

To:

Warren County 0.04 1%66

I-81

16000 1% 1% NA 15000G 1% 15% F G81% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

15000 1% 1% 0.122 15000A A1% 15% F A

US 340, US 522 Winchester Rd

81%

West From:

To:

Warren County 6.62 1%66

31000 1% 1% 0.106 30000A A1% 15% F A81% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.587

14000 1% 1% 0.126 14000F A1% 23% F F

SR 79

73%

West From:

To:

Warren County 6.55 2%66

29000 1% 1% 0.104 28000F A1% 19% F F77% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.604

17000 1% 1% 0.135 17000A A1% 15% F A

Fauquier County Line

81%

West From:

To:

Warren County 1.20 1%66

Warren County Line

34000 1% 1% 0.099 33000A A1% 15% F A81% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.646

17000 1% 1% 0.135 17000A A1% 15% F A

30-688 Leeds Manor Rd

81%

West From:To:

Fauquier County 4.34 1%66

34000 1% 1% 0.099 33000A A1% 15% F A81% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.646

18000 1% 1% 0.135 17000A A1% 15% F A

US 17, SR 55 Winchester Rd

82%

West From:To:

Fauquier County 4.81 1%66

36000 1% 1% 0.109 35000A A1% 15% F A82% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.638

22000 1% 1% 0.133 21000A A1% 7% F A

Bus US 17, SR 55; 30-721 Free State Rd

90%

To:

Fauquier County17 55 3.42 0%66

44000 1% 1% 0.109 43000A A1% 7% F A90% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.632

2926/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

23000 1% 1% 0.135 22000A A1% 7% F A

Bus US 17, SR 55; 30-721 Free State Rd

US 17, Bus US 17 Winchester Rd

90%

West From:

To:

From:

Fauquier County17 1.27 0%

West

66

46000 1% 1% 0.11 44000A A1% 7% F A90% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.604

18000 1% 1% 0.138 18000A A1% 7% C A

SR 245 Old Tavern Rd

90%

West From:

To:

Fauquier County 3.40 0%66

36000 1% 1% 0.109 36000A A1% 7% C A90% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.577

19000 1% 1% 0.14 19000A A1% 7% F A

Urban Boundary

90%

West From:To:

Fauquier County 7.41 0%66

38000 1% 1% 0.110 37000A A1% 7% F A90% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.625

19000 1% 1% 0.14 19000A A1% 7% F A

WCL Haymarket

90%

West From:To:

Prince William County 1.30 0%66

38000 1% 1% 0.110 37000A A1% 7% F A90% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.625

19000 1% 1% 0.14 19000A A1% 7% F A

US 15

90%

West From:To:

Town of Haymarket (Maint: 76) 0.04 0%66

38000 1% 1% NA 37000A 1% 7% F A90% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

30000 1% 1% 0.113 40000G F1% 7% F G

ECL Haymarket

90%

West From:

To:

Town of Haymarket (Maint: 76) 0.80 0%66

61000 1% 1% 0.077 71000G F1% 7% F G90% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.648

30000 1% 1% 0.113 40000G F1% 7% F G

US 29 Gainesville

90%

West From:

To:

Prince William County 2.00 0%66

61000 1% 1% 0.077 71000G F1% 7% F G90% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.648

53000 1% 1% 0.105 55000G A1% 7% F G

SR 234

90%

West From:

To:

Prince William County 0.89 0%66

106000 1% 1% 0.083 109000G A1% 7% F G90% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.642

59000 1% 1% 0.096 57000G F1% 7% F G

SR 234; Bus SR 234

90%

West From:To:

Prince William County234 2.76 0%66

115000 1% 1% 0.073 110000G F1% 7% F G90% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.646

52000 1% 1% 0.091 55000G F1% 7% F G

Fairfax County Line

90%

West From:

To:

Prince William County 2.07 0%66

Prince William County Line

126000 0% 1% 0.075 127000G F1% 7% F G90% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.666

52000 1% 1% 0.091 55000G F1% 7% F G

US 29 Near Centreville

90%

To:

Fairfax County 3.13 0%66

126000 0% 1% 0.075 127000G F1% 7% F G90% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.666

2936/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

50000 1% 0% 0.087 53000G F0% 0% F G

US 29 Near Centreville

SR 28 Sully Rd

99%

West From:

To:

From:

Fairfax County 0.83 0%

West

66

101000 1% 1% 0.067 107000G F0% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.643

62000 1% 0% 0.079 65000G F0% 0% F G

29-7100 Fairfax County Parkway

99%

West From:

To:

Fairfax County 3.03 0%66

128000 1% 1% 0.067 135000G F0% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.623

46000 1% 0% 0.076 49000G F0% 0% F G

US 50

99%

West From:To:

Fairfax County 2.20 0%66

95000 1% 1% 0.061 100000G F0% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.6

70000 1% 0% 0.071 74000G F0% 0% F G

SR 123 Chain Bridge Rd

99%

West From:To:

Fairfax County 2.01 0%66

140000 1% 1% 0.063 148000G F0% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.504

65000 1% 0% 0.073 69000G F0% 0% F G

SR 243 Nutley St

99%

West From:To:

Fairfax County 1.41 0%66

136000 1% 0% 0.066 144000G F0% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.565

65000 1% 0% 0.07 69000G F0% 0% F G

WCL Vienna

99%

West From:

To:

Fairfax County 1.34 0%66

126000 1% 1% 0.066 134000G F0% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.517

65000 1% 0% 0.07 69000G F0% 0% F G

ECL Vienna

99%

West From:

To:

Fairfax County 0.41 0%66

126000 1% 1% 0.066 134000G F0% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.517

65000 1% 0% 0.07 69000G F0% 0% F G

I-495 Capital Beltway

99%

West From:

To:

Fairfax County 1.87 0%66

126000 1% 1% 0.066 134000G F0% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.517

22000 1% 0% 0.076 23000G F0% 0% F G

SR 7 Leesburg Pike

99%

West From:To:

Fairfax County 1.35 0%66

42000 1% 0% 0.067 44000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.559

21000 1% 0% 0.07 22000G F0% 0% F G

SR 267 Dulles Access Rd

99%

West From:To:

Fairfax County 0.42 0%66

41000 1% 0% 0.067 43000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.525

38000 1% 0% 0.08 41000G F0% 0% F G

Arlington County Line

99%

To:

Fairfax County 0.97 0%66

75000 1% 0% 0.069 80000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.578

2946/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

38000 1% 0% 0.08 41000G F0% 0% F G

Fairfax County Line

SR 237 Washington Blvd; US 29 Lee Hwy

99%

West From:

To:

From:

Arlington County 0.37 0%

West

66

75000 1% 0% 0.069 80000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.578

49000 1% 0% 0.068 52000G F0% 0% F G

Sycamore St

99%

West From:

To:

Arlington County 0.81 0%66

85000 1% 0% 0.065 89000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.524

54000 1% 0% 0.068 56000G F0% 0% F G

SR 237 Fairfax Drive

99%

West From:To:

Arlington County 1.70 0%66

85000 1% 0% 0.066 90000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.505

40000 1% 0% 0.066 42000G F0% 0% F G

SR 120 Glebe Rd

99%

West From:To:

Arlington County 0.61 0%66

65000 1% 0% 0.062 68000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.519

27000 1% 0% 0.122 27000B A0% 0% C B

US 29 Lee Hwy Cherrydale

99%

West From:To:

Arlington County 1.02 0%66

57000 1% 0% 0.115 58000B A0% 0% C B99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.564

40000 1% 0% 0.065 42000G F0% 0% F G

US 29 Near 20th Rd

99%

West From:

To:

Arlington County 0.98 0%66

66000 1% 0% 0.063 69000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.535

33000 1% 0% 0.064 35000G F0% 0% F G

Lynn St Rosslyn

99%

West From:

To:

Arlington County 0.87 0%66

55000 1% 0% 0.062 58000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.537

43000 1% 0% 0.067 45000G F0% 0% F G

DC Line, Potomac River; Roosevelt Bridge

99%

To:

Arlington County 0.49 0%66

72000 1% 0% 0.067 76000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.539

Ramp I-66 W Exit 1 to 81 N Exit 300 6700 1% 1% 0.087 6200G F1% 15% F G

I-66 West

I-81 North

82%To:

From:

Frederick County 0.51 1%

West

66

Ramp 4100 0.114 4100G F G

I-66 West

US 340, US 522 Winchester RdTo:

From:

Warren County 0.22

West

66

Ramp 4500 0.155 4500G F G

I-66 West

SR 79 Apple Mountain RdTo:

From:

Warren County 0.18

West

66

Ramp 1100 0.262 1000F A F

I-66 West

30-688 Leeds Manor RdTo:

From:

Fauquier County 0.11

West

66

2956/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 4500 0.106 4400F F F

I-66 West

US 17 Winchester RdTo:

From:

Fauquier County17 0.25

West

66

Ramp 1600 0.132 1500F F F

I-66 West

SR 55 Free State RdTo:

From:

Fauquier County 0.15

West

66

Ramp 1600 0.147 1700A A A

I-66 West

US 17 Winchester RdTo:

From:

Fauquier County 0.25

West

66

Ramp 1200 0.250 1300A A A

I-66 West

SR 245 Old Tavern RdTo:

From:

Fauquier County 0.15

West

66

Ramp 11000 0.101 11000G F G

I-66 West

US 15 James Madison HwyTo:

From:

Town of Haymarket (Maint: 76)

West

66

Ramp 15000 0.080 15000G F G

I-66 West

US 29 Lee Hwy

West From:

To:

From:

Prince William County 0.02

West

66

US 29- 217B FROM RT 2900- NORTH & SOUTH

Ramp 15000 0.080 15000N F N

US 29- 217B TO RT 66 WESTRT 29 & TO RWest From:

To:

Prince William County29 0.2666

Ramp 15000 0.080 15000N F N

IS 66; SR 6To:

Prince William County 0.2666

Ramp 8600 0.126 8600G F G

I-66 West

US 29 Lee HighwayTo:

From:

Prince William County

West

66

Ramp 11000 0.101 11000G F G

I-66 West

SR 234To:

From:

Prince William County

West

66

Ramp 18000 0.086 18000G F G

I-66 West

SR 234 Sudley RdTo:

From:

Prince William County 0.19

West

66

Ramp 2100 0.088 2100G F G

I-66 West

SR 234 Sudley RdTo:

From:

Prince William County 0.20

West

66

Manassas Welcome Center 540 0.125 540N B N

I-66 West to Welcome Center

Enter Welcome Center Parking Lot

West From:

To:

From:

Prince William County 0.04

West

66

Exit Welcome Center Parking Lot

Manassas Welcome Center 540 0.125 540F B F

I-66 West from Welcome CenterTo:

Prince William County 0.0366

2966/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 5900 1% 1% 0.096 6300F F2% 1% C F

I-66 West

US 29 Lee Highway

96%To:

From:

Fairfax County 0.31 0%

West

66

Ramp 15000 0.097 15000G F G

I-66 West

I-66 West Ramp Split to SR 28 North & Braddock Rd

West From:

To:

From:

Fairfax County 0.11

West

66

I-66-W053C TO BRADDOCK ROAD

Ramp 2600 1% 0% 0.102 2600G F0% 0% C G

FROM RT 66 WEST

98%To:

Fairfax County 0%66

Ramp 9900 1% 1% 0.088 11000F F0% 1% C F

I-66 West

SR 28 S, Sully Rd

98%To:

From:

Fairfax County 0.24 0%

West

66

Ramp 13000 1% 1% 0.111 13000G F1% 2% C G

I-66-W053A TO BRADDOCK ROAD

SR 28; 29-620

95%To:

From:

Fairfax County 0.05 0%

West

66

Ramp 2100 1% 1% 0.102 2100G F0% 3% C G

I-66 West Collector Rd

SR 286 S, Fairfax County Pkwy

95%To:

From:

Fairfax County 0.24 0%

West

66

Ramp 4000 1% 1% 0.093 4000G F0% 0% C G

I-66 West Collector Rd

SR 286 N, Fairfax County Pkwy

97%To:

From:

Fairfax County 0.32 0%

West

66

Ramp 6100 0.083 6100G F G

I-66 West

I-66 West Exit 55B to SR 286 N, Fairfax County PkwWest From:

To:

From:

Fairfax County 0.28

West

66

Ramp 2100 0.103 2100G F G

Ramp from SR 286 N, Fairfax County PkwyWest From:

To:

Fairfax County 0.1966

Ramp NA NA NA

I-66 West Exit 55A to SR 286 S, Fairfax County PkwWest From:

To:

Fairfax County 0.1666

Ramp NA NA NA

Ramp from SR 286 S, Fairfax County PkwyWest From:

To:

Fairfax County 0.1466

Ramp NA NA NA

I-66 WestTo:

Fairfax County 0.2566

Ramp 3400 0.086 3400G F G

I-66 West

US 50 E, Lee Jackson HwyTo:

From:

Fairfax County 0.14

West

66

Ramp 23000 0.075 23000G F G

I-66 West

US 50 W, Lee Jackson HwyTo:

From:

Fairfax County 0.86

West

66

2976/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp NA NA NA

I-66-W TO RT 12300- NORTH & SOUTH

I-66-W060B TO RT 12300- NORTH

West From:

To:

From:

Fairfax County 0.24

West

66

I-66 West

Ramp 6700 0.085 6700G F G

I-66 East Exit 60A Ramp to SR 123 SouthTo:

Fairfax County 0.4966

Ramp NA NA NA

I-66-W060A TO RT 12300- NORTH

SR 123 FROM RT 66 WESTTo:

From:

Fairfax County 0.18

West

66

Ramp 2600 0.111 2600G F G

I-66 West Collector Rd

Country Creek RdTo:

From:

Fairfax County 0.13

West

66

Ramp 4200 0.113 4200G F G

I-66-W062X TO RT 243 SOUTH

SR 243 FROM RT 66 WESTTo:

From:

Fairfax County 0.13

West

66

Ramp 4400 0.103 4400G F G

I-66-W062X TO RT 243 NORTH

SR 243; 29-9784 FROM RT 66 WESTTo:

From:

Fairfax County 0.22

West

66

Ramp 12000 0.098 12000G F G

I-66 West

I-66-W062C TO RT 243 NORTHWest From:

To:

From:

Fairfax County 0.54

West

66

Ramp 7300 0.099 7300G F G

SR 243-N000B FROM RT 243 NORTHWest From:

To:

Fairfax County 0.1266

Ramp NA NA NA

I-66-W062B TO RT 243 SOUTHWest From:

To:

Fairfax County 0.1066

Ramp NA NA NA

SR 243-S000B FROM RT 243 SOUTH & METRO CWest From:

To:

Fairfax County 0.0866

Ramp 16000 0.077 16000G F G

I-66-W062A TO METRO COMMUTER LOTWest From:

To:

Fairfax County 0.4266

Ramp 13000 0.083 13000G F G

I-66 WestTo:

Fairfax County 0.0766

Ramp 6900 0.082 6900G F G

I-66-W TO RT 495 SOUTH

I-495-S I-495-S009A FROM & TO RTTo:

From:

Fairfax County 0.40

West

66

Ramp 920 0.110 920G F G

I-66 West

SR 7 Leesburg PikeTo:

From:

Fairfax County 0.13

West

66

2986/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 5200 0.089 5200G F G

I-66 West

SR 7 Leesburg PikeTo:

From:

Fairfax County 0.23

West

66

Ramp 4300 0.099 4300G F G

I-66 West

Ramp SplitTo:

From:

Arlington County 0.08

West

66

Ramp 5400 0.097 5400G F G

I-66 West

SR 120 Glebe RdTo:

From:

Arlington County 0.12

West

66

Ramp 8500 0.105 8500G F G

I-66 West

US 29, N Lynn StTo:

From:

Arlington County 0.14

West

66

Ramp 8200 0.152 8700G F G

I-66 West

George Washington Memorial PkwyTo:

From:

Arlington County 0.21

West

66

Swords Creek Rd 2500 0% 0% 0.093 2600G F4% 4% F G

SR 80 Honnaker Rd

83-633 Clarks Valley Rd

92%

From:

To:

From:

Russell County 3.55 0%67 0.569

Swords Creek Rd 2300 0% 0% 0.093 2400G F4% 4% F G

83-617 Pumpkin Center

92%

From:

To:

Russell County 2.85 0%67 0.611

Swords Creek Rd 2200 0% 0% 0.094 2300G F4% 4% C G

Tazewell County Line

92%

From:

To:

Russell County 4.04 0%67

Russell County Line

0.59

Raven Rd 3800 0% 0% 0.093 4100G F4% 4% F G

WCL Richland

92%

From:To:

Tazewell County 1.41 0%67 0.533

3800 0% 0% 0.093 4100N F4% 4% N N

Bus US 460 Front St

92%

From:

To:

Town of Richlands 0.20 0%67

US 460 Raven

0.533

11000 0% 1% 0.085 12000G F1% 2% F G

CL Richlands

96%

Bus From:

To:

Town of Richlands (Maint: 92)460 1.38 0%67

US 460; BUS US 460

0.534

Front St 10000 0% 1% 0.088 11000G F1% 1% C G

BUS US 460 P, 2nd St

97%

Bus From:To:

Town of Richlands460 0.27 0%67 0.516

Front St 4200 0% 1% 0.094 4500G F1% 1% F G

SR 67 P Railroad Ave

97%

BusBus From:To:

Town of Richlands460 0.58 0%67

9400 1% 1% 0.089 10000G F0% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.549

0.777

Front St 3600 0% 1% 0.092 3900F F0% 0% F F

BUS US 460 Front St

99%

To:

Town of Richlands460P

460 0.04 0%67

6400 0% 1% NA 6800N 1% 1% N N96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

2996/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Norfolk St 660 0% 2% 0.112 700F F0% 0% C F

Bus US 460 Front St

2nd St

97%

Bus From:

To:

From:

Town of Richlands 0.04 0%67

Norfolk St

1200 0% 2% 0.109 1200F F1% 0% F F97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.642

0.891

2nd St 2800 0% 1% 0.097 3000N F2% 3% N N

SR 67 Par, Bus US 460 Par Railroad St

93%

From:

To:

Town of Richlands460P

0.05 0%67

SR 67 Par, Bus US 460 Par; 2nd St

6400 0% 1% NA 6800N 1% 1% N N96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.682

Railroad St 2800 0% 1% 0.097 3000F F2% 3% F F

US 460

93%

From:To:

Town of Richlands 0.41 0%67 0.682

Railroad St 1500 0% 1% 0.096 1600F F2% 0% C F

NCL Richlands

96%

From:

To:

Town of Richlands 0.92 0%67 0.528

Jewell Ridge Rd 1300 0% 1% 0.089 1300G F2% 3% C G

92-616 Whites Store

93%To:

Tazewell County 6.62 0%67 0.506

Railroad St 500 0% 1% 0.12 520F F2% 0% F F

Bus US 460 Front St

SR 67 Second St

96%

To:

From:

Town of RichlandsP

0.05 0%67

1200 0% 2% 0.109 1200F F1% 0% F F97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.890

Exeter Rd 760 2% 1% 0.086 760G F0% 1% C G

Lee County Line; 52-606

Bus US 23 S of Appalachia

97%To:

From:

Wise County 6.13 0%68 0.659

Lead Mine Rd 770 1% 1% 0.102 760G F2% 7% C G

98-636 Store Hill Rd

Carroll County Line

89%

From:To:

From:

Wythe County 1.80 0%69 0.582

Lead Mine Rd 770 1% 1% 0.102 760N F2% 7% N N

Carroll County Line

89%

From:To:

Wythe County 0.23 0%69 0.582

Lead Mine Rd 960 1% 2% 0.091 950G F1% 6% C G

I-77 West of Poplar Camp

90%

From:To:

Wythe County 1.26 0%69 0.537

Lead Mine Rd 1800 1% 1% 0.115 1800G F2% 2% C G

US 52 Poplar Camp

95%To:

Wythe County 0.30 0%69 0.585

Ramp 820 0.086 820G F G

SR 69 Lead Mine Rd

I-77 SouthTo:

From:

Wythe County69

Ramp 600 0.098 600G F G

SR 69 Lead Mine Rd

I-77 NorthTo:

From:

Wythe County 0.1669

150 0% 2% 0.103 150G F0% 1% C G

Tennessee State Line

52-604 Blackwater Rd

96%To:

From:

Lee County 3.35 0%70 0.526

3006/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Trail of the Lonesome Pine 200 0% 3% 0.104 190G F2% 0% C G

52-604 Blackwater Rd

52-612 Glasses Store

94%

From:To:

From:

Lee County 3.69 0%70 0.583

Trail of the Lonesome Pine 600 0% 2% 0.093 590G F1% 0% C G

SCL Jonesville

97%

From:To:

Lee County 4.69 0%70 0.635

600 0% 2% 0.093 590N F1% 0% N N

US 58

97%To:

Town of Jonesville (Maint: 52) 0.15 0%70 0.635

E Jackson St 2800 0% 1% 0.126 3000G F1% 1% F G

Bus 23 Bus

84-904 Jones St

97%

From:To:

From:

Town of Gate City (Maint: 84) 0.55 0%71 0.545

E Jackson St 7200 0% 1% 0.089 7700G F1% 1% F G

ECL Gate City

97%

From:

To:

Town of Gate City (Maint: 84) 0.85 0%71 0.756

Nicklesville Hwy 3500 0% 1% 0.088 3700G F1% 1% C G

84- 791 Rattlers Haven Dr

97%

From:

To:

Scott County 1.86 0%71

84-791 Rattlers Haven Dr

0.619

Nicklesville Hwy 3300 0% 1% 0.086 3300G F1% 1% F G

84-671 Snowflake

96%

From:

To:

Scott County 3.02 0%71 0.661

Nicklesville Hwy 2300 0% 1% 0.087 2300G F1% 1% C G

WCL Nickelsville

96%

From:

To:

Scott County 6.46 0%71 0.68

2300 0% 1% 0.087 2300N F1% 1% N N

84-682 W, Bethel Rd

96%

From:

To:

Town of Nickelsville (Maint: 84) 0.51 0%71 0.68

Nicklesville Rd 2600 0% 1% 0.084 2600G F1% 1% F G

ECL Nickelsville

96%

From:

To:

Town of Nickelsville (Maint: 84) 0.31 0%71 0.626

2600 0% 1% 0.084 2600N F1% 1% N N

Russell County Line

96%

From:

To:

Scott County 3.86 0%71

Scott County Line

0.626

1100 1% 1% 0.106 1200G F1% 2% C G

83-602 Ridgeway Rd

95%

From:To:

Russell County 5.60 0%71 0.503

1300 1% 2% 0.099 1400G F1% 1% C G

US 58 ALT Parsonage

95%

ALT From:To:

Russell County 2.59 0%71 0.537

Trail of the Lonesome Pine 7300 0% 1% 0.089 7800F F1% 3% F F

US 58 ALT DICKENSONVILLE

95%

From:To:

Russell County58 1.46 0%71 0.616

2400 0% 1% 0.095 2500G F1% 1% F G

WCL Lebanon

97%

From:

To:

Russell County 7.35 0%71 0.647

Fincastle Rd 4100 0% 1% 0.103 4100F F1% 1% C F

US 19 Bus Main Street

97%To:

Town of Lebanon 1.40 0%71 0.52

Veterans Memorial Hwy 2900 0% 1% 0.091 3100G F0% 0% C G

SR 71 Nicklesville Hwy

84-660 Golf Course Rd

98%To:

From:

Scott County 1.23 0%72 0.58

3016/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Veterans Memorial Hwy 1700 0% 1% 0.084 1700G F0% 0% C G

84-660 Golf Course Rd

SR 65 Clinch River Hwy

98%

From:

To:

From:

Scott County 9.85 0%72

SR 65 FT BLACKMORE

0.636

1200 1% 2% 0.103 1200G F1% 1% C G

SCL Dungannon

97%

From:To:

Scott County65 7.79 0%72 0.542

1200 1% 2% 0.103 1200N F1% 1% N N

84-1009

97%

From:To:

Town of Dungannon (Maint: 84)65 0.32 0%72 0.542

Veterans Memorial Hwy 1600 0% 2% 0.088 1600G F0% 1% C G

SR 65 DUNGANNON

97%

From:

To:

Town of Dungannon (Maint: 84)65 0.28 0%72

SR 65 Sinking Creek Hwy; Veterans Memorial Hwy

0.571

Hanging Rock Pkwy 730 1% 1% 0.09 730G F0% 1% C G

NCL Dungannon

98%

From:

To:

Town of Dungannon (Maint: 84) 0.29 0%72 0.548

730 1% 1% 0.09 730N F0% 1% N N

84-755 Flatwoods Rd

98%

From:

To:

Scott County 5.16 0%72 0.548

Hanging Rock Pkwy 600 1% 1% 0.095 600G F0% 1% C G

Wise County Line

98%

From:

To:

Scott County 0.32 0%72

Scott County Line

0.52

Dungannon Rd 1400 0% 1% 0.106 1400G F0% 0% C G

SCL Coeburn

99%

From:

To:

Wise County 5.30 0%72 0.513

1400 0% 1% 0.106 1400N F0% 0% N N

Alt US 58

99%

From:

To:

Town of Coeburn (Maint: 97) 0.35 0%72 0.513

Dungannon Rd 1700 0% 1% 0.101 1700G F0% 12% F G

SR 158 Front St

86%

From:

To:

Town of Coeburn (Maint: 97) 0.19 0%72

SR 158

0.517

Front St 3100 0% 1% 0.090 3100G F0% 0% F G

SR 158 SR 158 BUS P

99%

From:To:

Town of Coeburn (Maint: 97)158 0.65 0%72 0.593

Laurel Ave 2900 0% 1% 0.091 2800G F0% 12% F G

NCL Coeburn

86%

From:To:

Town of Coeburn (Maint: 97) 1.36 0%72 0.587

2900 0% 1% 0.091 2800N F0% 12% N N

97-652 Toms Creek Rd

86%

From:To:

Wise County 0.29 0%72 0.587

Cranes Nest Rd 1200 0% 0% 0.093 1200G F1% 6% C G

97-649 Craney Ridge Rd

93%

From:To:

Wise County 1.74 0%72 0.630

Cranes Nest Rd 540 0% 1% 0.101 540G F0% 12% C G

Wise County Line

86%

From:

To:

Wise County 6.69 0%72

Dickenson County Line

0.5

Coeburn Rd 680 1% 1% 0.116 670G F1% 4% C G

25-665

93%

From:

To:

Dickenson County 2.55 0%72

25-665 Lick Fork Rd

0.543

Coburn Rd 1400 0% 2% 0.095 1300G F1% 2% C G

SR 83 Georges Fork

95%To:

Dickenson County 5.13 0%72 0.54

3026/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Parham Rd 29000 1% 1% 0.095 31000G F0% 0% F G

US 1 Brook Rd, 43-7518

I-95, 43-7518

98%To:

From:

Henrico County 0.78 0%73 0.578

Ramp 5000 0.089 5300G F G

SR 73 E, Parham Rd

I-95 SouthTo:

From:

Henrico County 0.19

East

73

Ramp 3400 0.114 3600G F G

SR 73 E, Parham Rd

I-95 NorthTo:

From:

Henrico County 0.20

East

73

Ramp 1300 0.179 1400G F G

SR 73 W, Parham Rd

I-95 SouthTo:

From:

Henrico County

West

73

Ramp 930 0.2 1100A A A

SR 73 Parham Rd

I-95 NorthTo:

From:

Henrico County 0.28

West

73

Coeburn Ave 2000 0% 1% 0.096 2200G F1% 1% C G

Park Ave

Kentucky Ave

97%

From:

To:

From:

City of Norton 0.45 0%74

Coeburn Rd

0.524

Kentucky Ave 970 1% 1% 0.103 1000G F1% 2% C G

12th St

96%

From:

To:

City of Norton 1.32 0%74 0.61

Kentucky Ave 930 1% 1% 0.102 990G F1% 2% C G

ECL Norton

96%

From:

To:

City of Norton 0.39 0%74 0.513

Kentucky Ave 930 1% 1% 0.102 990N F1% 2% N N

Alt US 58

96%To:

Wise County 0.26 0%74 0.513

Green Spring Rd 1500 1% 1% 0.106 1500G F0% 1% C G

Tennessee State Line

95-670 Green Springs Church Rd

97%

From:To:

From:

Washington County 4.29 0%75 0.516

Green Spring Rd 3400 0% 1% 0.094 3400G F0% 0% C G

SCL Abingdon

97%

From:

To:

Washington County 4.46 0%75

SCL Abingdon Country Club

0.605

Green Spring Rd 6600 1% 1% 0.088 7000G F1% 1% C G

I-81 Commerce Dr

97%

ALT From:

To:

Town of Abingdon 0.98 0%75

I-81

0.601

Cummings St 13000 0% 1% 0.088 14000G F0% 1% C G

US 11 Lee Hwy

98%To:

Town of Abingdon58 0.78 0%75 0.552

Ramp to I-81 N at Exit 17 3900 0.098 4000F F F

SR 75 Cummings St; Green Spring Rd

I-81 NorthTo:

From:

Town of Abingdon (Maint: 95) 0.1475

Ramp to I-81 S at Exit 17 3300 0.108 3400F F F

SR 75 Cummings St

I-81 SouthTo:

From:

Town of Abingdon (Maint: 95) 0.0875

3036/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Powhite Pkwy 26000 0% 0% 0.111 30000G F0% 1% F G

20-652 Old Hundred Rd

SR 288

98%

From:To:

From:

Chesterfield County 1.29 0%76 0.736

Powhite Pkwy 37000 0% 0% 0.107 42000G F0% 1% F G

20-653 Courthouse Rd

98%

From:To:

Chesterfield County 2.00 0%76 0.702

Powhite Pkwy 42000 0% 0% 0.11 47000G F0% 1% F G

US 60 Midlothian Trnpk

98%

From:To:

Chesterfield County 3.07 0%76 0.744

Powhite Pkwy 43000 0% 0% 0.108 49000G F0% 1% C G

20-686 Jahnke Rd

98%

From:To:

Chesterfield County 2.42 0%76 0.665

Powhite Pkwy 58000 0% 0% 0.107 66000G F0% 1% F G

SR 150 Chippenham Pkwy, ECL Richmond

98%

From:

To:

Chesterfield County 0.82 0%76

SR 150 Chippenham Pkwy; Chesterfield County Line

0.646

Powhite Pkwy 99000 0% 0% 0.105 111000G F0% 1% F G

Forest Hill Avenue

98%

From:

To:

City of Richmond (Maint: 20) 1.23 0%76 0.63

Powhite Pkwy 108000 0% 0% 0.106 122000G F0% 1% F G

Powhite Pkwy Bridge

98%

From:

To:

City of Richmond (Maint: 20) 0.61 0%76 0.666

Powhite Pkwy 108000 0% 0% 0.106 122000G F0% 1% F G

SR 146

98%

From:

To:

City of Richmond (Maint: 43) 0.66 0%76 0.666

Powhite Pkwy 73000 0% 0% 0.104 83000G F0% 1% F G

I-195

98%To:

City of Richmond (Maint: 43) 0.94 0%76 0.665

Ramp NA NA NA

SR-00076-E013A(R)/SPLIT OF RAMP FROM RT 76

IS-00195-N012A(B)/FROM RT 195To:

From:

City of Richmond (Maint: 43) 0.11

East

76

16000 1% 1% 0.134 15000A A1% 29% F A

North Carolina State Line

17-620 S, Old Pipers Gap Rd

66%

North From:

To:

From:

Carroll County 0.94 2%

North

77

17-620 Old Pipers Gap Rd

32000 1% 1% 0.127 30000A A1% 26% F A69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.558

16000 1% 1% 0.137 15000A A1% 31% C A

SR 148 Chances Creek Rd

64%

North From:To:

Carroll County 7.63 3%77

32000 1% 1% 0.128 29000A A1% 31% C A64% 3%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.581

17000 1% 1% 0.079 15000G F1% 29% F G

US 58

66%

North From:To:

Carroll County 6.28 2%77

33000 1% 1% 0.076 30000G F1% 26% F G69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.538

17000 1% 1% 0.129 16000A A1% 29% C A

17-620 N, Coulson Church Rd

66%

To:

Carroll County 4.18 2%77

37000 1% 1% 0.075 32000F A1% 26% C F70% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

3046/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

18000 1% 1% 0.074 16000G F1% 29% F G

17-620 N, Coulson Church Rd

SR 69 Lead Mine Rd

66%

North From:

To:

From:

Carroll County 5.03 2%

North

77

37000 1% 1% 0.074 33000G F1% 26% F G69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.533

17000 1% 1% 0.129 17000A A1% 29% F A

Wythe County Line

66%

North From:

To:

Carroll County 0.23 2%77

Carroll County Line

35000 1% 1% 0.119 33000A A1% 26% F A69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.55

17000 1% 1% 0.129 17000A A1% 29% F A

I-81 Fort Chiswell

66%

North From:

To:

Wythe County 7.85 2%77

I-77 North

35000 1% 1% 0.119 33000A A1% 26% F A69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.55

Ramp From I-77 N Exit 32 to I-81 S at Exit 81 12000 1% 1% 0.129 11000F A1% 29% F F

I-81 South

66%

SouthNorth From:

To:

Wythe County 1.32 2%77

I-81 Fort Chiswell

25000 1% 1% 0.119 23000F A1% 26% F F70% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.55

22000 1% 1% 0.124 21000A A1% 26% F A

US 52; SR 121

69%

SouthNorth From:To:

Wythe County81 11 0.93 2%77

46000 1% 1% 0.113 44000A A1% 27% F A68% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.558

24000 1% 1% 0.122 23000A A1% 26% F A

FR-43

69%

SouthNorth From:

To:

Wythe County81 11 52 2.31 2%77

48000 1% 1% 0.113 46000A A1% 27% F A68% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.566

27000 1% 1% 0.092 24000F B1% 26% C F

NCL Wytheville

69%

SouthNorth From:

To:

Wythe County81 11 52 2.37 2%77

51000 1% 1% 0.1 48000F F1% 27% C F68% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.515

27000 1% 1% 0.092 24000F B1% 26% C F

US 11

69%

SouthNorth From:

To:

Town of Wytheville (Maint: 98)81 11 52 0.93 2%77

51000 1% 1% 0.1 48000F F1% 27% C F68% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.515

22000 1% 1% 0.122 21000A A1% 26% F A

I-81 Wytheville

69%

North From:

To:

Town of Wytheville (Maint: 98)81 52 1.29 2%77

I-81 South

45000 1% 1% 0.116 43000A A1% 27% F A68% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.555

Ramp I-81 S Exit 72 to I-77 N at Exit 40 10000 1% 1% 0.077 9400F F1% 24% F F

I-77 North

72%

North From:

To:

Town of Wytheville (Maint: 98) 0.41 2%77

I-81 Wytheville

20000 1% 1% 0.070 19000F F1% 24% F F72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.554

13000 1% 1% 0.144 12000A A1% 24% F A

Peppers Ferry Rd

72%

To:

Town of Wytheville (Maint: 98) 0.18 2%77

25000 1% 1% 0.133 24000A A1% 24% F A72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.551

3056/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

13000 1% 1% 0.138 12000A A1% 24% F A

Peppers Ferry Rd

NCL Wytheville

72%

North From:

To:

From:

Town of Wytheville (Maint: 98) 0.23 2%

North

77

26000 1% 1% 0.131 24000A A1% 24% F A72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.503

13000 1% 1% 0.138 12000A A1% 24% F A

Bland County Line

72%

North From:

To:

Wythe County 4.57 2%77

Wythe County Line

26000 1% 1% 0.131 24000A A1% 24% F A72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.503

13000 1% 1% 0.138 12000A A1% 24% F A

10-717 Little Creek Hwy

72%

North From:To:

Bland County 0.69 2%77

26000 1% 1% 0.131 24000A A1% 24% F A72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.503

12000 1% 1% 0.080 11000G F1% 24% F G

US 52, SR 42

72%

North From:To:

Bland County 5.45 2%77

24000 1% 1% 0.076 21000G F1% 24% F G72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.519

12000 1% 1% 0.077 11000G F1% 24% F G

10-666 Indian Village Trail

72%

North From:To:

Bland County 6.11 2%77

24000 1% 1% 0.073 22000G F1% 24% F G72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.531

13000 1% 1% 0.077 12000G F1% 24% F G

10-606 Wilderness Rd

72%

North From:

To:

Bland County 3.94 2%77

25000 1% 1% 0.074 22000G F1% 24% F G72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

13000 1% 1% 0.077 11000G F1% 24% F G

US 52, SR 61

72%

North From:

To:

Bland County 1.97 2%77

26000 1% 1% 0.075 23000G F1% 24% F G72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

12000 1% 1% 0.149 12000A A1% 24% C A

US 52; SR 598

72%

North From:

To:

Bland County 2.24 2%77

25000 1% 1% 0.133 23000A A1% 24% C A72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.578

13000 1% 1% 0.078 11000G F1% 24% F G

West Virginia State Line

72%

North From:To:

Bland County52P

52 0.79 2%77

25000 1% 1% 0.070 22000G F1% 24% F G72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.5

13000 1% 1% 0.078 11000G F1% 24% F G

End of Tunnel, West Virginia

72%

To:

Unknown County (Maint: 10)52P

52 0.50 2%77

25000 1% 1% 0.070 22000G F1% 24% F G72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.5

Lambsburg Welcome Center 1400 1% 1% 0.182 1300A A0% 14% C A

Exit Welcome Center Parking Lot

I-77 North from Welcome Center

83%To:

From:

Carroll County 0.06 0%

North

77

3066/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 1600 0.099 1600G F G

I-77 North

17-620 Old Pipers Gap RdTo:

From:

Carroll County 0.28

North

77

Ramp 660 0.096 660G F G

I-77 North

SR 148 Chances Creek RdTo:

From:

Carroll County 0.22

North

77

Ramp 2000 0.085 2000G F G

I-77 North

US 58 Carrollton PikeTo:

From:

Carroll County 0.17

North

77

Ramp 270 0.108 270G F G

I-77 North

17-620 Coulson Church RdTo:

From:

Carroll County 0.24

North

77

Ramp 560 0.09 560G F G

I-77 North

SR 69 Lead Mine RdTo:

From:

Wythe County 0.42

North

77

Ramp 6400 1% 1% 0.083 6100F F1% 29% F F

I-77 North

I-81 North

66%To:

From:

Wythe County 0.34 2%

North

77

Ramp 1300 0.084 1300G F G

I-77 North

Peppers Ferry RdTo:

From:

Town of Wytheville (Maint: 98) 0.13

North

77

Ramp 170 0.136 170G F G

I-77 North

10-717 Little Creek HwyTo:

From:

Bland County

North

77

Ramp NA NA NA

Gap VENT BUILDING

I-77-N VENT BUILDING ROADTo:

From:

Bland County 0.10

North

77

Ramp 1300 0.113 1200G F G

I-77 North

US 52 South Scenic HwyTo:

From:

Bland County 0.23

North

77

Ramp 1600 0.073 1600G F G

I-77 North to Scales

I-77 North from ScalesTo:

From:

Bland County 0.22

North

77

Ramp 1000 0.097 1000G F G

I-77 North

10-666 Indian Village TrailTo:

From:

Bland County 0.20

North

77

Rocky Gap Rest Area Ramp 520 1% 1% 0.120 510N F0% 16% N N

I-77 North to Rest Area

Enter Rest Area Parking Lot

81%

North From:

To:

From:

Bland County 0.13 1%

North

77

Exit Rest Area Parking Lot

Rocky Gap Rest Area Ramp 520 1% 1% 0.120 510G F0% 16% C G

I-77 North from Rest Area

81%To:

Bland County 0.24 1%77

3076/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 460 0.115 450G F G

I-77 North

10-606 Wilderness RdTo:

From:

Bland County 0.21

North

77

Ramp 640 0% 2% 0.173 630G F2% 3% F G

I-77 North

US 52 Clear Fork Creek Hwy

93%To:

From:

Bland County 0.20 0%

North

77

Ramp 70 0.193 60G F G

I-77 North

US 52 North Scenic HwyTo:

From:

Bland County 0.14

North

77

16000 1% 1% 0.135 15000A A1% 23% F A

North Carolina State Line

17-620 Lambsburg Rd

73%

South From:To:

From:

Carroll County 1.07 2%

South

77

32000 1% 1% 0.127 30000A A1% 26% F A69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.558

16000 1% 1% 0.136 15000A A1% 31% C A

17-775 Chance Creek Rd

64%

South From:To:

Carroll County 7.92 2%77

32000 1% 1% 0.128 29000A A1% 31% C A64% 3%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.581

17000 1% 1% 0.096 15000G F1% 23% F G

US 58

73%

South From:

To:

Carroll County 6.23 2%77

33000 1% 1% 0.076 30000G F1% 26% F G69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.538

20000 1% 1% 0.075 16000F A1% 23% C F

17-620 Coulson Church Rd

73%

South From:

To:

Carroll County 4.31 2%77

37000 1% 1% 0.075 32000F A1% 26% C F70% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

18000 1% 1% 0.094 16000G F1% 23% F G

Wythe County Line

73%

South From:

To:

Carroll County 4.76 2%77

Carroll County Line

37000 1% 1% 0.074 33000G F1% 26% F G69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.531

18000 1% 1% 0.094 16000G F1% 23% F G

SR 69

73%

South From:To:

Wythe County 0.33 2%77

37000 1% 1% NA 33000G 1% 26% F G69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

17000 1% 1% 0.122 16000A A1% 23% F A

I-81 South Interchange

73%

South From:

To:

Wythe County 7.69 2%77

I-77 South

35000 1% 1% 0.119 33000A A1% 26% F A69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.55

Ramp I-81 N Exit 81 to I-77 S at Exit 32 14000 1% 1% 0.08 12000F F1% 23% F F

I-81 North

73%

NorthSouth From:

To:

Wythe County 0.27 2%77

I-81 Fort Chiswell

25000 1% 1% 0.077 23000F F1% 26% F F70% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.504

24000 1% 1% 0.113 23000A A1% 28% F A

US 52; SR 121

67%

To:

Wythe County81 11 1.44 2%77

46000 1% 1% 0.113 44000A A1% 27% F A68% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.558

3086/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

North

24000 1% 1% 0.113 23000A A1% 28% F A

US 52; SR 121

F-42

67%

NorthSouth From:

To:

From:

Wythe County81 11 52 2.61 2%

South

77

48000 1% 1% 0.113 46000A A1% 27% F A68% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.566

25000 1% 1% 0.117 23000A A1% 28% C A

NCL Wytheville

67%

NorthSouth From:

To:

Wythe County81 11 52 2.18 2%77

51000 1% 1% 0.1 48000F F1% 27% C F68% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.515

25000 1% 1% 0.117 23000A A1% 28% C A

US 11

67%

NorthSouth From:To:

Town of Wytheville (Maint: )81 11 52 0.96 2%77

51000 1% 1% 0.1 48000F F1% 27% C F68% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.515

23000 1% 1% 0.118 22000A A1% 28% F A

I-81 Wytheville

67%

South From:

To:

Town of Wytheville (Maint: 98)81 52 0.82 2%77

I-81 North

45000 1% 1% 0.116 43000A A1% 27% F A68% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.555

Ramp I-77 S Exit 40 to 81 N Exit 72 10000 1% 1% 0.074 9600F F1% 24% F F

I-77 South

72%

South From:

To:

Town of Wytheville (Maint: 98) 0.66 2%77

I-81 Wytheville

20000 1% 1% 0.070 19000F F1% 24% F F72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.554

13000 1% 1% 0.134 12000A A1% 24% F A

NCL Wytheville

72%

South From:

To:

Town of Wytheville (Maint: 98) 0.49 2%77

25000 1% 1% 0.133 24000A A1% 24% F A72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.551

13000 1% 1% 0.134 12000A A1% 24% F A

Peppers Ferry Rd

72%

South From:

To:

Town of Wytheville (Maint: 98) 0.02 2%77

26000 1% 1% 0.133 24000A A1% 24% F A72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.551

13000 1% 1% 0.135 12000A A1% 24% F A

Bland County Line

72%

South From:

To:

Town of Wytheville (Maint: 98) 4.55 2%77

Wythe County Line

26000 1% 1% 0.132 24000A A1% 24% F A72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.561

13000 1% 1% 0.135 12000A A1% 24% F A

10-717 Little Creek Hwy

72%

South From:To:

Bland County 0.87 2%77

26000 1% 1% 0.132 24000A A1% 24% F A72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.561

12000 1% 1% 0.075 11000G F1% 24% F G

US 52, SR 42

72%

South From:To:

Bland County 5.70 2%77

24000 1% 1% 0.074 21000G F1% 24% F G72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.548

12000 1% 1% 0.077 11000G F1% 24% F G

10-666 Indian Village Trail

72%

To:

Bland County 6.05 2%77

24000 1% 1% 0.074 22000G F1% 24% F G72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.504

3096/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

12000 1% 1% 0.077 10000G F1% 24% F G

10-666 Indian Village Trail

10-606 Wilderness Rd

72%

South From:

To:

From:

Bland County 3.87 2%

South

77

25000 1% 1% 0.074 22000G F1% 24% F G72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

13000 1% 1% 0.079 12000G F1% 24% F G

SR 61 Clear Fork Creek Rd

72%

South From:

To:

Bland County 2.12 2%77

26000 1% 1% 0.074 23000G F1% 24% F G72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.535

12000 1% 1% 0.137 11000A A1% 24% C A

US 52; SR 598

72%

South From:

To:

Bland County 1.79 2%77

SR 598

25000 1% 1% 0.133 23000A A1% 24% C A72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.578

13000 1% 1% 0.076 11000G F1% 24% F G

West Virginia State Line

72%

South From:To:

Bland County52P

52 0.79 2%77

25000 1% 1% 0.074 22000G F1% 24% F G72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.511

13000 1% 1% 0.076 11000G F1% 24% F G

End of Tunnel, West Virginia

72%

To:

Unknown County (Maint: 10)52P

52 0.50 2%77

25000 1% 1% 0.074 22000G F1% 24% F G72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.511

Ramp to NC Welcome Center 1100 NA 1100G G

I-77 South

North Carolina State LineTo:

From:

Carroll County 0.11

South

77

Ramp 1000 0.094 1000G F G

I-77 South

17-620 Lambsburg RdTo:

From:

Carroll County 0.19

South

77

Ramp 940 0.111 990G F G

I-77 South

SR 148 Chances Creek RdTo:

From:

Carroll County 0.20

South

77

Ramp 2400 0.091 2400G F G

I-77 South

US 58 Carrollton PikeTo:

From:

Carroll County 0.17

South

77

Ramp 950 0.186 1000G F G

I-77 South

17-620 Coulson Church RdTo:

From:

Carroll County 0.27

South

77

Ramp 550 0.1 550G F G

I-77 South

SR 69 Lead Mine RdTo:

From:

Wythe County 0.10

South

77

Ramp From I-77 S Exit 40 to I-81 S at Exit 72 2500 1% 1% 0.084 2300F F1% 24% F F

I-77 South

I-81 South

72%To:

From:

Town of Wytheville (Maint: 98) 0.22 2%

South

77

3106/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 1600 0.096 1700G F G

I-77 South

I-77 South Exit 41B

South From:

To:

From:

Town of Wytheville (Maint: 98) 0.33

South

77

I-77-S041B FROM RT 77

Ramp NA NA NA

139-5258 FROM RT 77To:

Town of Wytheville (Maint: 98) 0.0377

Ramp NA NA NA

I-77-S041A FROM RT 77

139-5258 FROM RT 77To:

From:

Town of Wytheville (Maint: 98) 0.05

South

77

Ramp 120 0.139 110G F G

I-77 South

10-717 Little Creek HwyTo:

From:

Bland County

South

77

Ramp 2000 0.067 2000G F G

I-77 South to Scales

I-77 South from ScalesTo:

From:

Bland County 0.22

South

77

Ramp 1300 0.108 1200G F G

I-77 South

US 52 South Scenic HwyTo:

From:

Bland County 0.22

South

77

Ramp 1500 0.103 1400G F G

I-77 South

10-666 Indian Village TrailTo:

From:

Bland County 0.19

South

77

Rocky Gap Welcome Center 950 1% 1% 0.16 880N A1% 27% N N

I-77 South to Welcome Center

Enter Welcome Center Parking Lot

69%

South From:

To:

From:

Bland County 0.17 2%

South

77

Exit Welcome Center Parking Lot

Rocky Gap Welcome Center 950 1% 1% 0.16 880A A1% 27% C A

I-77 South from Welcome Center

69%To:

Bland County 0.12 2%77

Ramp 400 0.113 390G F G

I-77 South

10-606 Wilderness RdTo:

From:

Bland County 0.15

South

77

Ramp 370 0.138 360G F G

I-77 South

US 52 Clear Fork Creek HwyTo:

From:

Bland County 0.26

South

77

Ramp 350 0.128 340G F G

I-77 South

SR 598 E River Mountain RdTo:

From:

Bland County52P

0.17

South

77

Callahan Ave 1700 0% 1% 0.088 1800G F1% 10% C G

Bus US 23, ALT US 58

WCL Appalachia

88%

From:

To:

From:

Town of Appalachia (Maint: 97) 1.39 0%78 0.593

Callahan Ave 1700 0% 1% 0.088 1800N F1% 10% N N

97-686 Derby Rd

88%To:

Wise County 0.37 0%78 0.593

3116/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Callahan Ave 920 0% 1% 0.087 910G F1% 11% C G

97-686 Derby Rd

97-685 Roda Rd

88%

From:To:

From:

Wise County 1.08 0%78 0.624

Stonega Rd 390 0% 1% 0.099 380N F1% 39% N N

97-600 Stonega Rd

59%To:

Wise County 1.01 0%78 0.54

Apple Mountain Rd 12000 0% 1% 0.098 13000F F0% 1% C F

SR 55 West of Linden

I-66

97%To:

From:

Warren County 0.23 0%79 0.701

Ramp 4500 0.153 4500G F G

SR 79 Apple Mountain Rd

I-66 EastTo:

From:

Warren County 0.2379

Ramp 1500 0.096 1500G F G

SR 79 Apple Mountain Rd

I-66 WestTo:

From:

Warren County 0.2079

Glennbrook Ave 2800 1% 1% 0.123 2700G F0% 0% F G

US 11 Lee Hwy

95-609 Hillman Hwy

98%

From:

To:

From:

Washington County 1.06 0%80 0.71

Lindell Rd 780 1% 0% 0.096 770G F0% 0% C G

95-740 N, Old Saltworks Rd

98%

From:

To:

Washington County 2.19 0%80

95-740 N, Robindale Rd

Hayters Gap Rd 580 1% 1% 0.108 570G F0% 0% C G

95-689 Brumley Gap Rd

98%

From:

To:

Washington County 6.00 0%80 0.756

Hayters Gap Rd 360 1% 0% 0.098 350G F1% 0% C G

95-613 Poor Valley Rd

98%

From:To:

Washington County 0%80 0.659

Hayters Gap Rd 150 0% 0% 0.126 150G F8% 0% C G

Russell County Line

92%

From:

To:

Washington County 0%80

Washington County Line

0.64

Hayters Gap Rd 350 0% 1% 0.108 370G F1% 0% C G

US 19 South

98%

From:

To:

Russell County 6.23 0%80

US 19 Elway

0.5

11000 0% 1% 0.090 12000F F1% 3% F F

US 19 Rosedale

94%

From:

To:

Russell County19 2.57 0%80

US 19 North

0.572

Honnaker Rd 5800 0% 1% 0.095 6000G F1% 2% C G

SR 67 Swords Creek Rd

96%

From:

To:

Russell County 4.50 0%80 0.599

Redbud Hwy 7100 0% 1% 0.098 7400G F1% 2% F G

83-645 New Garden Rd

96%

From:

To:

Russell County 1.17 0%80 0.542

Big A Mountain Rd 2300 0% 1% 0.105 2400G F1% 2% F G

Buchanan County Line

96%

From:

To:

Russell County 5.67 0%80

Russell County Line

0.546

Red Bud Hwy 1400 1% 1% 0.094 1300G F2% 1% C G

Dickenson County Line

94%To:

Buchanan County 9.85 0%80 0.5

3126/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Helen Henderson Hwy 1000 1% 2% 0.097 1000G F5% 10% C G

Buchanan County Line

25-682 Priest Fork Rd

84%

From:To:

From:

Dickenson County 3.49 0%80 0.5

Helen Henderson Hwy 1200 1% 2% 0.096 1200G F2% 8% C G

SCL Haysi

87%

From:To:

Dickenson County 7.05 0%80 0.531

Helen Henderson Hwy 2300 1% 2% 0.106 2300G F2% 8% F G

SR 83 S Dickenson Hwy

87%

From:

To:

Town of Haysi (Maint: 25) 0.27 0%80

S SR 83

0.548

Dickenson Hwy 3400 1% 2% 0.097 3400G F1% 2% F G

E SR 63

94%

From:To:

Town of Haysi (Maint: 25)83 0.34 0%80 0.509

Dickenson Hwy 2600 1% 2% 0.093 2600G F1% 2% F G

CL Haysi

94%

From:

To:

Town of Haysi (Maint: 25)83 1.08 0%80 0.584

2600 1% 2% 0.093 2600N F1% 2% N N

SR 83 N

94%

From:

To:

Town of Haysi (Maint: 25)83 0.01 0%80

SR 83 S, Dickenson Hwy

0.584

Breaks Park Rd 640 0% 1% 0.111 640G F0% 2% C G

Buchanan County Line

96%

From:

To:

Dickenson County 0%80

Dickenson County Line

0.591

Breaks Park Rd 610 1% 1% 0.122 600G F2% 2% C G

Kentucky State Line

94%To:

Buchanan County 0%80 0.65

Ramp to I-81 N at Exit 24 1500 0% 1% 0.096 1500F F0% 3% F F

SR 80 Glennbrook Ave

I-81 North

96%To:

From:

Washington County 0.14 0%80

Ramp to I-81 S at Exit 24 1700 1% 1% 0.091 1700F F1% 21% F F

SR 80 Glennbrook Ave

I-81 South

75%To:

From:

Washington County 0.16 1%80

Lateral Ramp from I-81 to US 11 at Exit 243 NA NA NA

Ramps I-81N 243A; I-81 S 243A

US 11 South of HarrisonburgTo:

From:

Rockingham County 0.1081

Lateral Ramp from I-81 to US 11 at Exit 251 4200 0.098 4400F F F

Ramps I-81N 251A; I-81 S 251A

US 11 North of HarrisonburgTo:

From:

Rockingham County81 0.631

20000 1% 1% 0.097 19000G A1% 19% C G

Tennessee State Line

SCL Bristol

78%

North From:To:

From:

Washington County 0.65 1%

North

81

39000 1% 1% 0.095 39000G A1% 19% C G77% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.509

20000 1% 1% 0.097 19000G A1% 19% C G

US 58, US 421 Gate City Hwy

78%

To:

City of Bristol (Maint: 95) 0.61 1%81

39000 1% 1% 0.095 39000G A1% 19% C G77% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.509

3136/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

20000 1% 1% 0.100 20000A A1% 19% F A

US 58, US 421 Gate City Hwy

I-381

78%

North From:

To:

From:

City of Bristol (Maint: 95)58 2.44 1%

North

81

39000 1% 1% 0.098 39000A A1% 19% F A77% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.532

27000 0% 1% 0.089 27000F F0% 3% F F

US 11, US 19

96%

North From:

To:

City of Bristol (Maint: 95)58 1.39 0%81

51000 1% 1% 0.084 51000F F1% 10% F F87% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.528

24000 1% 1% 0.094 25000A A1% 19% F A

Old Airport Rd

78%

North From:To:

City of Bristol (Maint: 95)58 2.13 1%81

47000 1% 1% 0.096 48000A A1% 19% F A77% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.517

22000 1% 1% 0.093 23000A A1% 19% F A

NCL Bristol

78%

North From:To:

City of Bristol (Maint: 95)58 0.93 1%81

45000 1% 1% 0.096 46000A A1% 19% F A77% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.508

22000 1% 1% 0.093 23000A A1% 19% F A

FR-310

78%

North From:To:

Washington County58 3.84 1%81

45000 1% 1% 0.096 46000A A1% 19% F A77% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.508

22000 1% 1% 0.095 22000A A1% 21% F A

95-611 Spring Creek Rd

75%

North From:

To:

Washington County58 0.99 1%81

43000 1% 1% 0.096 44000A A1% 20% F A76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.556

22000 0% 2% 0.083 23000F F0% 1% C F

SR 140 Jonesboro Rd

97%

North From:

To:

Washington County58 2.00 0%81

45000 0% 2% 0.084 46000F F0% 10% F F87% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.502

21000 1% 1% 0.095 21000A A1% 21% C A

SCL Abingdon

75%

North From:

To:

Washington County58 1.93 1%81

41000 1% 1% 0.096 42000A A1% 20% C A76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.539

21000 1% 1% 0.095 21000A A1% 21% C A

SR 75 Cummings St

75%

North From:To:

Town of Abingdon (Maint: 95)58 0.14 1%81

41000 1% 1% 0.096 42000A A1% 20% C A76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.539

22000 1% 2% 0.081 22000F F1% 4% C F

NCL Abingdon

92%

North From:

To:

Town of Abingdon (Maint: 95)58 1.06 0%81

NCL Abingdon US 11, US 58

42000 1% 1% 0.079 43000F F1% 11% F F85% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

18000 1% 1% 0.101 18000A A1% 21% F A

95-704 Enterprise Rd

75%

To:

Washington County 4.05 1%81

36000 1% 1% 0.096 36000A A1% 20% F A76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.546

3146/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

17000 1% 1% 0.082 18000F F1% 21% F F

95-704 Enterprise Rd

SR 80 Glenbrook Ave

75%

North From:

To:

From:

Washington County 2.66 1%

North

81

34000 1% 1% 0.086 35000F F1% 11% F F85% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.547

17000 1% 2% 0.08 18000F F1% 1% C F

95-737 College Dr

96%

North From:

To:

Washington County 1.52 0%81

34000 1% 1% 0.086 34000F F1% 1% C F97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.55

15000 1% 1% 0.083 15000G F1% 21% F G

SR 91 Maple St

75%

North From:To:

Washington County 2.97 1%81

31000 1% 1% 0.077 31000G F1% 12% F G85% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.507

13000 1% 1% 0.073 14000G F1% 21% F G

US 11 Lee Hwy; 95 751 Kilmachronan Dr

75%

North From:To:

Washington County 2.68 1%81

27000 1% 1% 0.086 28000G F1% 20% F G76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.544

13000 1% 1% 0.074 13000G F1% 21% F G

Smyth County Line

75%

North From:

To:

Washington County 2.31 1%81

Washington County Line

27000 1% 1% 0.073 27000G F1% 20% F G76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.509

13000 1% 1% 0.074 13000G F1% 21% F G

SCL Chilhowie

75%

North From:

To:

Smyth County 0.94 1%81

27000 1% 1% 0.073 27000G F1% 20% F G76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.509

13000 1% 1% 0.074 13000G F1% 21% F G

SR 107 White Top Ave

75%

North From:

To:

Town of Chilhowie (Maint: 86) 0.11 1%81

27000 1% 1% 0.073 27000G F1% 20% F G76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.509

13000 1% 1% 0.074 13000G F1% 21% F G

NCL Chilhowie

75%

North From:

To:

Town of Chilhowie (Maint: 86) 0.45 1%81

27000 1% 1% 0.074 28000G F1% 20% F G76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.540

13000 1% 1% 0.074 13000G F1% 21% F G

US 11 Lee Hwy; 86-645 Chestnut Ridge Rd

75%

North From:To:

Smyth County 3.44 1%81

27000 1% 1% 0.074 28000G F1% 20% F G76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.540

13000 1% 1% 0.074 14000G F1% 21% F G

US 11 Lee Hwy

75%

North From:To:

Smyth County 4.07 1%81

28000 1% 1% 0.078 29000G F1% 20% F G76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.522

14000 1% 1% 0.115 14000A A1% 21% F A

86-730 Washington Ave

75%

To:

Smyth County 1.03 1%81

28000 1% 1% 0.103 28000A A1% 20% F A76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.561

3156/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

15000 1% 1% 0.113 15000A A1% 21% F A

86-730 Washington Ave

WCL Marion

75%

North From:

To:

From:

Smyth County 0.69 1%

North

81

29000 1% 1% 0.101 29000A A1% 20% F A76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.556

15000 1% 1% 0.113 15000A A1% 21% F A

ECL Marion

75%

North From:

To:

Town of Marion (Maint: 86) 0.22 1%81

29000 1% 1% 0.101 29000A A1% 20% F A76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.556

15000 1% 1% 0.113 15000A A1% 21% F A

SCL Marion

75%

North From:To:

Smyth County 0.28 1%81

29000 1% 1% 0.101 29000A A1% 20% F A76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.556

15000 1% 1% 0.113 15000A A1% 21% F A

SR 16 Commerce St

75%

North From:To:

Town of Marion (Maint: 86) 0.27 1%81

29000 1% 1% 0.101 29000A A1% 20% F A76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.556

12000 1% 1% 0.074 12000G F1% 21% F G

NCL Marion

75%

North From:To:

Town of Marion (Maint: 86) 0.68 1%81

25000 1% 1% 0.078 26000G F1% 20% F G76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.519

12000 1% 1% 0.074 12000G F1% 21% F G

Rifton Dr

75%

North From:

To:

Smyth County 1.41 1%81

25000 1% 1% 0.078 26000G F1% 20% F G76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.519

11000 1% 1% 0.079 12000G F1% 21% F G

86-622 Nicks Creek Rd

75%

North From:

To:

Smyth County 2.99 1%81

24000 1% 1% 0.078 25000G F1% 20% F G76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.509

13000 1% 1% 0.113 13000B A1% 21% F B

86-683 Winsor Rd

75%

North From:

To:

Smyth County 3.98 1%81

24000 1% 1% 0.114 23000B A1% 20% F B76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.516

11000 1% 1% 0.076 11000G F1% 21% F G

Wythe County Line

75%

North From:

To:

Smyth County 2.80 1%81

Smyth County Line

22000 1% 1% 0.076 22000G F1% 20% F G76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.508

11000 1% 1% 0.076 11000G F1% 21% F G

SR 90; 98-680 Black Lick Rd

75%

North From:To:

Wythe County 3.07 1%81

22000 1% 1% 0.076 22000G F1% 20% F G76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.508

14000 1% 1% 0.121 13000A A1% 21% F A

US 11, W Lee Hwy

75%

To:

Wythe County 7.09 1%81

27000 1% 1% 0.107 26000A A1% 20% F A76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.562

3166/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

11000 1% 1% 0.071 12000F F1% 21% F F

US 11, W Lee Hwy

SCL Wytheville

75%

North From:

To:

From:

Wythe County 1.57 1%

North

81

22000 1% 1% 0.085 23000F F1% 20% F F76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.568

11000 1% 1% 0.071 12000F F1% 21% F F

US 21; US 52, N Fourth St

75%

North From:

To:

Town of Wytheville (Maint: 98) 2.03 1%81

US 21, N Fourth St

22000 1% 1% 0.085 23000F F1% 20% F F76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.568

14000 1% 1% 0.119 14000A A1% 21% F A

I-77 Wytheville

75%

SouthNorthNorth From:To:

Town of Wytheville (Maint: 98)52 2.27 1%81

28000 1% 1% 0.105 28000A A1% 20% F A76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.508

23000 1% 1% 0.118 22000A A1% 28% F A

US 11, E Main St

67%

SouthNorthNorth From:To:

Town of Wytheville (Maint: 98)77 77 52 0.82 2%81

45000 1% 1% 0.116 43000A A1% 27% F A68% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.555

25000 1% 1% 0.117 23000A A1% 28% C A

NCL Wytheville

67%

SouthNorthNorth From:To:

Town of Wytheville (Maint: 98)77 77 11 0.96 2%81

51000 1% 1% 0.1 48000F F1% 27% C F68% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.515

25000 1% 1% 0.117 23000A A1% 28% C A

FR 326; FR 42 Chapman Rd; FR 43 Lee Hwy

67%

SouthNorthNorth From:

To:

Wythe County77 77 11 2.18 2%81

51000 1% 1% 0.1 48000F F1% 27% C F68% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.515

24000 1% 1% 0.113 23000A A1% 28% F A

SR 121 Max Meadows Rd; Fort Chiswell Rd

67%

SouthNorthNorth From:

To:

Wythe County77 77 11 2.61 2%81

US 52 Fort Chiswell Rd; SR 121 Max Meadows Rd

48000 1% 1% 0.113 46000A A1% 27% F A68% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.566

24000 1% 1% 0.113 23000A A1% 28% F A

I-77 Fort Chiswell

67%

North From:

To:

Wythe County77 77 11 1.44 2%81

46000 1% 1% 0.113 44000A A1% 27% F A68% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.558

18000 1% 1% 0.104 18000A A1% 27% F A

98-619 Major Grahams Rd

68%

North From:To:

Wythe County11 2.31 2%81

36000 1% 1% 0.097 36000A A1% 26% F A69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.582

16000 1% 1% 0.073 17000F F1% 27% F F

98-618

68%

North From:To:

Wythe County11 1.99 2%81

34000 1% 1% 0.074 35000F F1% 26% F F69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

18000 1% 1% 0.105 18000A A1% 27% F A

Pulaski County Line

68%

To:

Wythe County11 1.44 2%81

35000 1% 1% 0.099 35000A A1% 26% F A69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.564

3176/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

18000 1% 1% 0.105 18000A A1% 27% F A

Wythe County Line

US 11 Lee Hwy

68%

North From:

To:

From:

Pulaski County11 2.68 2%

North

81

US 11 Lee Highway

35000 1% 1% 0.099 35000A A1% 26% F A69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.564

19000 1% 1% 0.100 19000N A1% 27% N N

SR 100 Wysor Rd

68%

North From:

To:

Pulaski County 0.14 2%81

37000 1% 1% 0.098 37000N A1% 26% N N69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.574

19000 1% 1% 0.100 19000A A1% 27% F A

FR 47; FR 327 Old Baltimore Rd

68%

North From:To:

Pulaski County100 2.11 2%81

37000 1% 1% 0.098 37000A A1% 26% F A69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.574

19000 1% 1% 0.074 19000F F1% 27% F F

SR 99 Count Pulaski Dr

68%

North From:To:

Pulaski County100 1.67 2%81

37000 1% 1% 0.074 38000F F1% 26% F F69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

20000 1% 1% 0.102 20000A A1% 27% F A

SR 100 Cleburne Blvd

68%

North From:To:

Pulaski County100 4.35 2%81

39000 1% 1% 0.097 39000A A1% 26% F A69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.573

19000 1% 1% 0.075 20000F F1% 27% F F

77-660 State Park Rd

68%

North From:

To:

Pulaski County 2.59 2%81

39000 1% 1% 0.076 40000F F1% 26% F F69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.53

19000 1% 1% 0.091 19000G B1% 27% F G

Montgomery County Line

68%

North From:

To:

Pulaski County 4.00 2%81

Pulaski County Line

36000 1% 1% 0.088 35000G B1% 26% F G69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.504

19000 1% 1% 0.091 19000G B1% 27% F G

SR 232 First St

68%

North From:

To:

Montgomery County 0.49 2%81

36000 1% 1% 0.088 35000G B1% 26% F G69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.504

19000 1% 1% 0.104 19000A A1% 27% F A

SR 177 Tyler Rd

68%

North From:To:

Montgomery County 3.81 2%81

37000 1% 1% 0.096 38000A A1% 26% F A69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.54

20000 1% 1% 0.1 21000A A1% 27% C A

SR 8 Riner Rd; Main St

68%

North From:To:

Montgomery County 5.12 2%81

38000 1% 1% 0.098 39000A A1% 26% C A69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.502

21000 1% 1% 0.079 21000G F1% 27% F G

SCL Christiansburg

68%

To:

Montgomery County 0.08 2%81

40000 1% 1% 0.08 40000G F1% 26% F G69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.549

3186/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

21000 1% 1% 0.079 21000G F1% 27% F G

SCL Christiansburg

US 11, US 460

68%

North From:

To:

From:

Town of Christiansburg (Maint: 60) 3.90 2%

North

81

40000 1% 1% 0.08 40000G F1% 26% F G69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.549

22000 1% 1% 0.103 22000G A1% 22% C G

NCL Christiansburg

74%

North From:

To:

Town of Christiansburg (Maint: 60) 0.77 2%81

41000 1% 1% 0.099 40000G F1% 23% F G72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.632

22000 1% 1% 0.103 22000G A1% 22% C G

60-603 Northfork Rd

74%

North From:To:

Montgomery County 9.22 2%81

41000 1% 1% 0.099 40000G F1% 23% F G72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.632

22000 1% 1% 0.101 22000A A1% 22% F A

Roanoke County Line

74%

North From:

To:

Montgomery County 2.22 2%81

Montgomery County Line

44000 1% 1% 0.097 44000A A1% 23% F A72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.556

22000 1% 1% 0.101 22000A A1% 22% F A

80-647 Dow Hollow Rd

74%

North From:To:

Roanoke County 2.06 2%81

44000 1% 1% 0.097 44000A A1% 23% F A72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.556

25000 1% 1% 0.080 24000G F1% 22% F G

Urban Boundary

74%

North From:

To:

Roanoke County 2.11 2%81

47000 1% 1% 0.093 47000G B1% 23% F G72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.580

25000 1% 1% 0.080 24000G F1% 22% F G

SCL Salem

74%

North From:

To:

Roanoke County 2.26 2%81

47000 1% 1% 0.093 47000G B1% 23% F G72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.580

25000 1% 1% 0.080 24000G F1% 22% F G

SR 112 Wildwood Rd

74%

North From:

To:

City of Salem (Maint: 80) 0.20 2%81

47000 1% 1% 0.093 47000G B1% 23% F G72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.580

27000 1% 1% 0.097 28000A A1% 22% F A

NCL Salem

74%

North From:To:

City of Salem (Maint: 80) 0.22 2%81

53000 1% 1% 0.082 55000A F1% 19% F A76% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.540

27000 1% 1% 0.097 28000A A1% 22% F A

SR 311 Thompson Memorial Dr

74%

North From:To:

Roanoke County 2.71 2%81

53000 1% 1% 0.082 55000A F1% 19% F A76% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.540

28000 1% 1% 0.098 29000A A1% 22% C A

SR 419 Electric Rd

74%

To:

Roanoke County 1.64 2%81

56000 1% 1% 0.097 58000A A1% 21% C A75% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.505

3196/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

32000 1% 1% 0.102 33000F B1% 6% C F

SR 419 Electric Rd

I-581, US 220

91%

North From:

To:

From:

Roanoke County 2.48 0%

North

81

I-581

62000 1% 1% 0.099 65000F B1% 12% C F85% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.52

27000 1% 1% 0.104 27000A A1% 23% C A

SR 115 Plantation Rd

73%

North From:

To:

Roanoke County220 2.34 2%81

53000 1% 1% 0.099 54000A A1% 22% C A74% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

24000 1% 1% 0.089 24000G F1% 23% F G

Botetourt County Line

73%

North From:

To:

Roanoke County220 0.84 2%81

Roanoke County Line

49000 1% 1% 0.081 49000G F1% 21% F G74% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.579

24000 1% 1% 0.089 24000G F1% 23% F G

US 220 Roanoke Rd; Alt US 220 Cloverdale Rd

73%

North From:To:

Botetourt County220 3.27 2%81

49000 1% 1% 0.081 49000G F1% 21% F G74% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.579

18000 1% 1% 0.08 17000G F1% 35% F G

11-640 Brughs Mill Rd

59%

North From:To:

Botetourt County 5.76 3%81

36000 1% 1% 0.073 33000G F1% 33% F G61% 3%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.507

17000 1% 1% 0.118 17000A A1% 35% F A

US 11 Lee Hwy, South of Buchanan

59%

North From:

To:

Botetourt County 5.97 3%81

35000 1% 1% 0.107 34000A A1% 33% F A61% 3%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.533

17000 1% 1% 0.122 16000A A1% 35% C A

US 11 Lee Hwy, South of Buchanan

59%

North From:

To:

Botetourt County 5.76 3%81

33000 1% 1% 0.110 32000A A1% 33% C A61% 3%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.549

17000 1% 1% 0.122 16000G A1% 35% F G

11-614 Arcadia Rd

59%

North From:

To:

Botetourt County11 0.61 3%81

34000 1% 1% 0.110 31000G A1% 33% F G61% 3%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.549

16000 1% 1% 0.121 15000A A1% 35% F A

Rockbridge County Line

59%

North From:

To:

Botetourt County11 5.49 3%81

Botetourt County Line

32000 1% 1% 0.073 30000G F1% 33% F G61% 3%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.506

16000 1% 1% 0.121 15000A A1% 35% F A

US 11 Lee Hwy, South of Natural Bridge

59%

North From:To:

Rockbridge County11 1.95 3%81

32000 1% 1% 0.073 31000A F1% 33% F A61% 3%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.506

16000 1% 1% 0.07 15000G F1% 35% F G

US 11 Lee Hwy, North of Natural Bridge

59%

To:

Rockbridge County 4.46 3%81

33000 1% 1% 0.072 30000G F1% 33% F G61% 3%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.533

3206/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

17000 1% 1% 0.124 16000A A1% 35% F A

US 11 Lee Hwy, North of Natural Bridge

US 60 Midland Trail

59%

North From:

To:

From:

Rockbridge County 8.36 3%

North

81

34000 1% 1% 0.111 32000A A1% 33% F A61% 3%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.549

18000 1% 1% 0.117 18000A A1% 35% F A

I-64 South Interchange

59%

WestEastNorth From:

To:

Rockbridge County 3.01 3%81

36000 1% 1% 0.107 35000A A1% 33% F A61% 3%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.595

20000 1% 1% 0.125 19000A A1% 36% F A

US 11 Lee Hwy, North of Lexington

60%

WestEastNorth From:

To:

Rockbridge County64 64 3.30 2%81

US 11 Lee Hwy,North of Lexington

39000 1% 1% 0.11 37000A B1% 33% F A62% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.506

20000 1% 1% 0.121 19000A A1% 36% F A

81-710 Sterret Rd

60%

WestEastNorth From:To:

Rockbridge County64 64 5.57 2%81

40000 1% 1% 0.110 38000A A1% 33% F A62% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.602

21000 1% 1% 0.120 20000A A1% 36% F A

81-606 Raphine Rd

60%

WestEastNorth From:To:

Rockbridge County64 64 4.49 2%81

41000 1% 1% 0.108 39000A A1% 33% F A62% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.588

22000 0% 1% 0.11 20000F B1% 1% F F

Augusta County Line

96%

WestEastNorth From:

To:

Rockbridge County64 64 0.59 0%81

Rockbridge County Line

42000 0% 1% 0.1 40000F B1% 15% F F81% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.584

22000 0% 1% 0.11 20000F B1% 1% F F

US 11 Lee Jackson Memorial Hwy

96%

WestEastNorth From:

To:

Augusta County64 64 7.44 0%81

42000 0% 1% 0.1 40000F B1% 15% F F81% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.584

21000 1% 1% 0.12 20000A A1% 36% F A

07-654 White Hill Rd

60%

WestEastNorth From:

To:

Augusta County64 64 4.74 2%81

42000 1% 1% 0.107 40000A A1% 33% F A62% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.53

23000 1% 1% 0.114 23000A A1% 36% F A

SR 262

60%

WestEastNorth From:To:

Augusta County64 64 2.47 2%81

46000 1% 1% 0.103 46000A A1% 33% F A62% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.550

29000 0% 1% 0.077 28000F F1% 1% C F

I-64 North Interchange

96%

North From:To:

Augusta County64 64 1.31 0%81

58000 1% 1% 0.08 56000F F1% 15% F F80% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.76

27000 1% 1% 0.099 27000A A1% 25% F A

US 250 Jefferson Hwy

70%

To:

Augusta County 1.14 2%81

53000 1% 1% 0.097 54000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.531

3216/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

25000 1% 1% 0.101 26000A A1% 25% F A

US 250 Jefferson Hwy

SR 262 Woodrow Wilson Pkwy

70%

North From:

To:

From:

Augusta County 2.72 2%

North

81

50000 1% 1% 0.097 52000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.549

26000 1% 1% 0.1 26000A A1% 25% F A

07-612 Laurel Hill Rd

70%

North From:

To:

Augusta County 2.08 2%81

50000 1% 1% 0.098 51000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

24000 1% 1% 0.102 25000A A1% 25% F A

SR 256 Weyers Cave Rd

70%

North From:To:

Augusta County 7.73 2%81

48000 1% 1% 0.098 49000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.528

24000 1% 1% 0.099 25000A A1% 25% F A

Rockingham County Line

70%

North From:

To:

Augusta County 1.84 2%81

Augusta County Line

48000 1% 1% 0.097 49000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.511

24000 1% 1% 0.099 25000A A1% 25% F A

SR 257 Friedends Curch Rd

70%

North From:To:

Rockingham County 2.94 2%81

48000 1% 1% 0.097 49000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.511

25000 1% 1% 0.101 26000A A1% 25% F A

SCL Harrisonburg

70%

North From:

To:

Rockingham County 2.61 2%81

49000 1% 1% 0.097 50000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.521

25000 1% 1% 0.101 26000A A1% 25% F A

US 11, South Main St

70%

North From:

To:

City of Harrisonburg (Maint: 82) 0.50 2%81

49000 1% 1% 0.097 50000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.521

24000 1% 1% 0.102 25000A A1% 25% C A

SR 253 Port Republic Rd

70%

North From:

To:

City of Harrisonburg (Maint: 82) 2.83 2%81

82- 659 Port Republic Road

49000 1% 1% 0.099 49000B A1% 24% C B71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.551

24000 1% 1% 0.103 24000A A1% 25% F A

US 33, E Market St

70%

North From:To:

City of Harrisonburg (Maint: 82) 1.51 2%81

48000 1% 1% 0.098 49000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.516

22000 1% 1% 0.111 22000A A1% 25% F A

NCL Harrisonburg

70%

North From:To:

City of Harrisonburg (Maint: 82) 1.60 2%81

44000 1% 1% 0.100 44000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

22000 1% 1% 0.111 22000A A1% 25% F A

US 11, N Valley Pike

70%

To:

Rockingham County 2.48 2%81

44000 1% 1% 0.100 44000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

3226/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

22000 1% 1% 0.111 22000A A1% 25% F A

US 11, N Valley Pike

US 11, Lee Jackson Memorial Hwy; SR 259 Mayland Rd

70%

North From:

To:

From:

Rockingham County 6.51 2%

North

81

44000 1% 1% 0.101 43000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.556

19000 1% 1% 0.117 19000A A1% 25% F A

Shenandoah County Line

70%

North From:

To:

Rockingham County 6.12 2%81

Rockingham County Line

38000 1% 1% 0.105 37000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.544

19000 1% 1% 0.117 19000A A1% 25% F A

US 211 Old Cross Rd

70%

North From:To:

Shenandoah County 0.84 2%81

38000 1% 1% 0.105 37000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.544

18000 1% 1% 0.072 18000F F1% 25% F F

SCL New Market

70%

North From:To:

Shenandoah County 0.08 2%81

37000 1% 1% 0.071 36000F F1% 24% F F71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.505

18000 1% 1% 0.072 18000F F1% 25% F F

NCL New Market

70%

North From:To:

Town of New Market (Maint: 85) 0.85 2%81

37000 1% 1% 0.071 36000F F1% 24% F F71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.505

18000 1% 1% 0.072 18000F F1% 25% F F

85-730 Caverns Rd

70%

North From:

To:

Shenandoah County 3.27 2%81

37000 1% 1% 0.071 36000F F1% 24% F F71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.505

19000 1% 1% 0.118 19000A A1% 25% F A

SR 292 Conicville Rd

70%

North From:

To:

Shenandoah County 4.42 2%81

38000 1% 1% 0.104 37000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.556

20000 1% 1% 0.115 19000A A1% 25% F A

85-614 South Middle Rd

70%

North From:

To:

Shenandoah County 3.93 2%81

39000 1% 1% 0.095 38000F B1% 15% F F81% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.644

19000 1% 1% 0.116 19000A A1% 25% F A

SR 185 Stoney Creek Rd

70%

North From:To:

Shenandoah County 1.72 2%81

38000 1% 1% 0.096 38000F B1% 15% F F81% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.592

20000 1% 1% 0.114 19000A A1% 25% F A

SCL Woodstock

70%

North From:To:

Shenandoah County 3.72 2%81

39000 1% 1% 0.103 38000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.500

20000 1% 1% 0.114 19000A A1% 25% F A

SR 42 Reservoir Rd

70%

To:

Town of Woodstock (Maint: 85) 0.38 2%81

39000 1% 1% 0.103 38000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.500

3236/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

19000 1% 1% 0.069 19000F F1% 25% F F

SR 42 Reservoir Rd

NCL Woodstock

70%

North From:

To:

From:

Town of Woodstock (Maint: 85) 1.41 2%

North

81

38000 1% 1% 0.069 38000F F1% 24% F F71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.51

19000 1% 1% 0.069 19000F F1% 25% F F

85-651 Mount Olive Rd

70%

North From:

To:

Shenandoah County 6.68 2%81

38000 1% 1% 0.069 38000F F1% 24% F F71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.51

22000 1% 1% 0.109 22000A A1% 25% F A

SR 55 John Marshall Hwy

70%

North From:To:

Shenandoah County 5.15 2%81

43000 1% 1% 0.099 43000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.518

24000 1% 1% 0.11 24000A A1% 25% F A

US 11

70%

North From:To:

Shenandoah County 1.75 2%81

47000 1% 1% 0.1 46000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.621

27000 1% 1% 0.106 26000A A1% 25% F A

Frederick County Maintenance Break

70%

North From:

To:

Shenandoah County 2%81

Shenandoah County Maintenance Break

52000 1% 1% 0.097 51000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.601

27000 1% 1% 0.106 26000A A1% 25% F A

Warren County Line

70%

North From:

To:

Shenandoah County (Maint: 34) 2%81

Shenandoah County Line

52000 1% 1% 0.097 51000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.601

27000 1% 1% 0.106 26000A A1% 25% F A

I-66, Frederick County Line

70%

North From:

To:

Warren County (Maint: 34) 1.29 2%81

I-66; Warren County Line

52000 1% 1% 0.097 51000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.601

23000 1% 1% 0.094 24000A A1% 20% F A

34-627 Reliance Rd

75%

North From:

To:

Warren County 1.96 2%81

46000 1% 1% 0.095 47000A A1% 20% F A76% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

24000 1% 1% 0.094 25000A A1% 20% F A

SCL Stephens City

75%

North From:To:

Frederick County 4.54 2%81

47000 1% 1% 0.096 49000A A1% 20% F A76% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.55

24000 1% 1% 0.094 25000A A1% 20% F A

SR 277 Fairfax Pike; NCL Stephens City

75%

North From:To:

Frederick County 0.10 2%81

47000 1% 1% 0.096 49000A A1% 20% F A76% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.55

26000 1% 1% 0.091 27000A A1% 20% F A

SR 37

75%

To:

Frederick County 3.05 2%81

51000 1% 1% 0.096 52000A A1% 20% F A76% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.555

3246/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

23000 1% 1% 0.093 23000A A1% 20% F A

SR 37

US 17, US 50 Millwood Ave

75%

North From:

To:

From:

Frederick County 3.66 2%

North

81

45000 1% 1% 0.095 46000A A1% 20% F A76% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.553

32000 1% 1% 0.09 32000F B1% 20% C F

SCL Winchester

75%

North From:

To:

Frederick County 1.81 2%81

63000 1% 1% 0.087 64000F B1% 20% C F76% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.545

32000 1% 1% 0.09 32000F B1% 20% C F

NCL Winchester

75%

North From:To:

City of Winchester (Maint: 34) 0.07 2%81

63000 1% 1% 0.087 64000F B1% 20% C F76% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.545

32000 1% 1% 0.09 32000F B1% 20% C F

SR 7 Berryville Pike

75%

North From:To:

Frederick County 0.09 2%81

63000 1% 1% 0.087 64000F B1% 20% C F76% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.545

33000 1% 1% 0.091 33000F F1% 20% F F

US 11 Martinsburg Pike

75%

North From:To:

Frederick County 2.44 2%81

65000 1% 1% 0.081 67000F F1% 20% F F76% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.553

23000 1% 1% 0.092 25000F F1% 25% F F

34-672 Hopewell Rd

70%

North From:

To:

Frederick County 3.14 2%81

47000 1% 1% 0.080 50000F F1% 24% F F71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.585

23000 1% 1% 0.104 24000A A1% 25% C A

34-669 Rest Church Rd

70%

North From:

To:

Frederick County 2.55 2%81

47000 1% 1% 0.094 49000A A1% 24% C A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.550

22000 1% 1% 0.099 23000A A1% 25% F A

West Virginia State Line

70%

To:

Frederick County 0.50 2%81

43000 1% 1% 0.093 46000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.514

Bristol Welcome Center 530 1% 1% 0.182 460N A0% 1% N N

I-81 North to Welcome Center

Enter Welcome Center Parking Lot

96%

North From:

To:

From:

Washington County 0.09 0%

North

81

Exit Welcome Center Parking Lot

Bristol Welcome Center 530 1% 1% 0.182 460A A0% 1% C A

I-81 North from Welcome Center

96%To:

Washington County 0.07 0%81

Ramp I-81 N Exit 1 1700 0.106 1800F F F

I-81 North

US 58 W, US 421 WTo:

From:

City of Bristol (Maint: 95) 0.27

North

81

Ramp I-81 N Exit 3 to I-381 S 690 0.122 740F F F

I-81 North

I-381 SouthTo:

From:

City of Bristol (Maint: 95) 0.30

North

81

3256/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp I-81 N Exit 5 to US 11, US 19 3600 0.095 3800F F F

I-81 North

US 11, US 19To:

From:

City of Bristol (Maint: 95) 0.22

North

81

Ramp I-81 N Exit 7 to Old Airport Rd 5500 0.1 5900F F F

I-81 North

Old Airport RdTo:

From:

City of Bristol (Maint: 95) 0.21

North

81

Ramp I-81 N Exit 10 to F-310 1700 0% 1% 0.100 1700F F0% 2% F F

I-81 North

FR-310 Exit 10 Rd

96%To:

From:

Washington County 0.12 0%

North

81

Ramp I-81 N Exit 10 to 95-611 1000 0.095 1100F F F

I-81 North

95-611 Spring Creek RdTo:

From:

Washington County 0.16

North

81

Abingdon Truck-Only Rest Area 650 1% 0% 0.086 680F F0% 2% C F

I-81 North

Enter Rest Area Parking Lot

96%

North From:

To:

From:

Washington County 0.08 0%

North

81

Exit Rest Area Parking Lot

Abingdon Truck-Only Rest Area 650 1% 0% 0.086 680N F0% 2% N N

I-81 North

96%To:

Washington County 0.09 0%81

Ramp I-81 N Exit 14 to SR-140; 95-647 4000 0.099 4200F F F

I-81 North

95-647 Old Jonesboro RdTo:

From:

Washington County 0.17

North

81

Ramp I-81 N Exit 17 to SR-75 3300 0.098 3400F F F

I-81 North

SR 75 Cummings St; Green Spring RdTo:

From:

Town of Abingdon (Maint: 95) 0.12

North

81

Ramp I-81 N Exit 19 to US 11, US 58 5900 0.100 6200F F F

I-81 North

US 11, US 58To:

From:

Washington County 0.25

North

81

Ramp I-81 N Exit 22 to 95-704 2100 0.085 2200F F F

I-81 North

95-704 Enterprise RdTo:

From:

Washington County 0.32

North

81

Ramp I-81 N Exit 24 to SR-80 2100 1% 1% 0.085 2100F F1% 21% F F

I-81 North

SR 80 Glennbrook Ave

75%To:

From:

Washington County 0.22 1%

North

81

Ramp I-81 N Exit 26 to 95-737 1000 0.117 1000F F F

I-81 North

95-737 College DrTo:

From:

Washington County 0.12

North

81

Ramp I-81 N Exit 29 to SR 91 3100 0.102 3200G F G

I-81 North

SR 91To:

From:

Washington County 0.14

North

81

Ramp I-81 N Exit 32 to US 11 630 0.155 660G F G

I-81 North

US 11 Lee HighwayTo:

From:

Washington County 0.12

North

81

3266/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp I-81 N Exit 35 to SR 107 2100 0.106 2200G F G

I-81 North

SR 107 White Top AveTo:

From:

Town of Chilhowie (Maint: 86) 0.11

North

81

Ramp I-81 N Exit 39 to US 11 900 0.104 950G F G

I-81 North

US 11 Lee HighwayTo:

From:

Smyth County 0.12

North

81

Ramp I-81 N Exit 44 to US 11 1200 0.111 1300G F G

I-81 North

US 11 Lee HighwayTo:

From:

Smyth County 0.32

North

81

Ramp I-81 N Exit 45 to SR 16 1800 0.122 1800G F G

I-81 North

SR 16 S Commerce StTo:

From:

Town of Marion (Maint: 86)

North

81

Ramp I-81 N Exit 47 to FR-10 1400 0.131 1500G F G

I-81 North

Rifton DrTo:

From:

Smyth County 0.12

North

81

Ramp I-81 N Exit 50 to 86-622 1200 0.136 1300G F G

I-81 North

86-622 Nicks Creek RdTo:

From:

Smyth County 0.15

North

81

Ramp I-81 N Exit 54 to 86-683 760 0.107 760G F G

I-81 North

86-683 Winsor AveTo:

From:

Smyth County 0.16

North

81

Ramp I-81 N Exit 60 to SR 90 840 0.127 840F F F

I-81 North

SR 90 Main StTo:

From:

Wythe County 0.12

North

81

Rural Retreat Rest Area 450 0% 1% 0.100 450N F0% 1% N N

I-81 North to Rest Area

Enter Rest Area Parking Lot

97%

North From:

To:

From:

Wythe County 0.02 0%

North

81

Exit Rest Area Parking Lot

Rural Retreat Rest Area 450 0% 1% 0.100 450F F0% 1% C F

I-81 North from Rest Area

97%To:

Wythe County 0.02 0%81

Ramp I-81 N Exit 67 to US 11 480 0.148 480F F F

I-81 North

US 11 W Lee HighwayTo:

From:

Wythe County 0.11

North

81

Ramp I-81 N Exit 70 to US 21; US 58 1500 0.085 1600F F F

I-81 North

US 21; US 58To:

From:

Town of Wytheville (Maint: 98) 0.19

North

81

Ramp From I-81 N Exit 72 to I-77 N at Exit 40 2700 1% 1% 0.085 2500F F1% 24% F F

I-81 North

I-77 North

72%To:

From:

Town of Wytheville (Maint: 98) 0.54 2%

North

81

Ramp I-81 N Exit 73 to US 11 900 0.099 950F F F

I-81 North

US 11 SouthTo:

From:

Town of Wytheville (Maint: 98) 0.11

North

81

3276/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp I-81 N Exit 77 to FR 42; FR 326 3300 0.083 3300F F F

I-81 North

FR 42 and FR 326To:

From:

Wythe County 0.09

North

81

Ramp I-81 N Exit 80 to US-52; SR 121 2400 0.097 2400F F F

I-81 North

US 52; SR 121To:

From:

Wythe County 0.12

North

81

Ramp 1500 0.088 1500F F F

I-81 North

98-619 Major Grahams RdTo:

From:

Wythe County 0.14

North

81

Ramp 400 0.104 400F F F

I-81 North

98-618 Reed Creek DrTo:

From:

Wythe County 0.11

North

81

Ramp I-81 N Exit 89A to SR 100 S 170 0.128 170G F G

I-81 North

SR 100 S, Wysor HwyTo:

From:

Pulaski County 0.21

North

81

Ramp I-81 N Exit 89B to US 11 N 320 0.141 320G F G

I-81 North

US 11 N, Lee HighwayTo:

From:

Pulaski County11 0.15

North

81

Ramp I-81 N Exit 92 to FR 47; FR 327 350 0.124 350G F G

I-81 North

FR 47; FR 327To:

From:

Pulaski County 0.15

North

81

Ramp I-81 N Exit 94A to FR 47 490 0.101 490F F F

I-81 North

FR 47 Kirby RdTo:

From:

Pulaski County 0.10

North

81

Ramp I-81 N Exit 94B to SR 99 830 0.114 830G F G

I-81 North

SR 99 Count Pulaski DrTo:

From:

Pulaski County 0.15

North

81

Ramp I-81 N Exit 98 to SR 100 N 3100 0.095 3100G F G

I-81 North

SR 100To:

From:

Pulaski County100 0.21

North

81

Ramp I-81 N Exit 101 to 77-660 1200 0.103 1200F F F

I-81 North

77-660 State Park RdTo:

From:

Pulaski County 0.20

North

81

Radford Rest Area 890 0.106 880G F G

I-81 North

Enter Rest Area Parking Lot

North From:

To:

From:

Montgomery County 0.04

North

81

Exit Rest Area Parking Lot

Radford Rest Area 890 0.106 880N F N

I-81 NorthTo:

Montgomery County 0.0681

Ramp I-81 N Exit 101 to SR 177 1800 0.117 1700G F G

I-81 North

SR 177 Tyler RdTo:

From:

Montgomery County 0.18

North

81

3286/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp I-81 N Exit 101 to SR 8 2400 0.11 2600G F G

I-81 North

SR 8 W Main StTo:

From:

Town of Christiansburg (Maint: 60) 0.10

North

81

Ramp 570 0.148 600G F G

I-81 North Exit 118 Collector Rd

Parkway DriveTo:

From:

Town of Christiansburg (Maint: 60) 0.23

North

81

Ramp 5000 0.136 5300G F G

I-81 North Exit 118 Collector Rd

US 460 WestTo:

From:

Town of Christiansburg (Maint: 60) 0.18

North

81

Ramp 2200 0.128 2300G F G

I-81 North Exit 118 Collector Rd

US 11 Roanoke StTo:

From:

Town of Christiansburg (Maint: 60)460 0.29

North

81

I-81 North Exit 118 Collector Rd 6900 0.127 7300G F G

I-81 North

I-81 North Exit 118A RampNorth From:

To:

From:

Town of Christiansburg (Maint: 60) 0.33

North

81

I-81 North Exit 118 Collector Rd 6700 0.127 6700G F G

Ramp from US 460 EastNorth From:

To:

Town of Christiansburg (Maint: 60) 0.1581

I-81 North Exit 118 Collector Rd 11000 0.103 11000G F G

I-81 North Exit 118B RampNorth From:

To:

Town of Christiansburg (Maint: 60)460 0.1481

I-81 North Exit 118 Collector Rd 5400 0.1 5400G F G

Ramp from US 460 WestNorth From:

To:

Town of Christiansburg (Maint: 60)460 0.1581

I-81 North Exit 118 Collector Rd 8500 0.107 8500G F G

I-81 North Exit 118CNorth From:

To:

Town of Christiansburg (Maint: 60)460 0.5881

I-81 North Exit 118 Collector Rd 6100 0.103 6100G F G

Ramp from US 11 NorthNorth From:

To:

Town of Christiansburg (Maint: 60) 0.1281

I-81 North Exit 118 Collector Rd 7000 0.099 7000G F G

Ramp from US 11 SouthNorth From:

To:

Town of Christiansburg (Maint: 60) 0.2881

I-81 North Exit 118 Collector Rd 7200 0.097 7200G F G

I-81 NorthTo:

Town of Christiansburg (Maint: 60) 0.3681

Ramp I-81 N Exit 128 to 60-603 800 0.104 800G F G

I-81 North

60-603 Northfork RdTo:

From:

Montgomery County 0.14

North

81

Ironto Rest Area 950 0.093 930G F G

I-81 North

Enter Rest Area Parking Lot

North From:

To:

From:

Montgomery County 0.03

North

81

Exit Rest Area Parking Lot

Ironto Rest Area 950 0.093 930N F N

I-81 NorthTo:

Montgomery County 0.0381

3296/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 740 0.097 790G F G

I-81 North

80-647 Dow Hollow RdTo:

From:

Roanoke County 0.17

North

81

Ramp 1800 0.098 1900G F G

I-81 North

SR 112 Wildwood RdTo:

From:

Roanoke County 0.23

North

81

Ramp 2300 0.12 2500G F G

I-81 North

SR 311 Thompson Memorial DrTo:

From:

Roanoke County 0.17

North

81

Ramp 2100 0.107 2200G F G

I-81 North

SR 419 Electric RdTo:

From:

Roanoke County

North

81

Ramp 4500 1% 1% 0.149 4800G F1% 5% C G

I-81 North

SR 115 Plantation Rd

93%To:

From:

Roanoke County 0.15 0%

North

81

Scale Ramp 4100 0.064 4400G F G

I-81 North

I-81 NorthTo:

From:

Botetourt County 0.46

North

81

Ramp I-81 N Exit 150A to US 11 South 1300 0.082 1400G F G

I-81 North

US 11 S, Lee HighwayTo:

From:

Botetourt County 0.14

North

81

Ramp I-81 N Exit 150B to US 11 8300 0.124 8800G F G

I-81 North

US 11 Lee HighwayTo:

From:

Botetourt County220

North

81

Ramp I-81 N Exit 156 to 11-640 1100 0.133 1000G F G

I-81 North

11-640 Brughs Mill RdTo:

From:

Botetourt County 0.19

North

81

Ramp I-81 N Exit 162 to US 11 930 0.140 910G F G

I-81 North

US 11 Lee HighwayTo:

From:

Botetourt County 0.11

North

81

Ramp I-81 N Exit 168 to 11-614 560 0.106 550G F G

I-81 North

11-614 Arcadia RdTo:

From:

Botetourt County 0.14

North

81

Ramp I-81 N Exit 175 to US 11 770 0.101 770G F G

I-81 North

US 11 S Lee HighwayTo:

From:

Rockbridge County11 0.14

North

81

Ramp I-81 N Exit 180 to US 11 470 0.113 500G F G

I-81 North

US 11 S Lee HighwayTo:

From:

Rockbridge County 0.18

North

81

Ramp I-81 N Exit 188A to US 60 E 880 0.107 880G F G

I-81 North

US 60 E, Midland TrailTo:

From:

Rockbridge County 0.24

North

81

3306/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp I-81 N Exit 188B to US 60 W 890 0.101 890G F G

I-81 North

US 60 W, Midland TrailTo:

From:

Rockbridge County 0.21

North

81

Ramp From I-81 N Exit 191 to I-64 W at Exit 56 2200 1% 1% 0.101 2100G F1% 24% F G

I-81 North

I-64 West

73%To:

From:

Rockbridge County 0.37 0%

North

81

Ramp I-81 N Exit 195A to US 11 S 1400 0.122 1400G F G

I-81 North

US 11 N Lee HighwayTo:

From:

Rockbridge County 0.23

North

81

Ramp I-81 N Exit 200 to 81-710 800 0.089 800G F G

I-81 North

81-710 Sterrett RdTo:

From:

Rockbridge County 0.18

North

81

Ramp I-81 N Exit 205 to 81-606 2700 0.072 2700G F G

I-81 North

81-606 Raphine RoadTo:

From:

Rockbridge County 0.13

North

81

Ramp I-81 N Exit 213 to US 11 1200 0.089 1200G F G

I-81 North

US 11 Lee Jackson HwyTo:

From:

Augusta County 0.17

North

81

Ramp I-81 N Exit 217 to 07-654 560 0.095 560G F G

I-81 North

07-654 White Hill RdTo:

From:

Augusta County 0.22

North

81

Ramp I-81 N Exit 222 to US 250 4600 1% 1% 0.084 4600F F1% 14% F F

I-81 North

I-81 North Exit 222B to US 250 West

85%To:

From:

Augusta County 0.18 0%

North

81

Ramp I-81 N Exit 225 to SR 275 2400 0.092 2400F F F

I-81 North

SR 262 Woodrow Wilson PkwyTo:

From:

Augusta County 0.28

North

81

Ramp I-81 N Exit 227 to 07-612 2900 0.096 3000F F F

I-81 North

I-81 North Exit 227B To 07-612 WestTo:

From:

Augusta County 0.18

North

81

Mt. Sydney Rest Area 1500 0.093 1500F F F

I-81 North to Rest Area

Enter Rest Area Parking Lot

North From:

To:

From:

Augusta County 0.11

North

81

Exit Rest Area Parking Lot

Mt. Sydney Rest Area 1500 0.093 1500N F N

I-81 North from Rest AreaTo:

Augusta County 0.1681

Ramp I-81 N Exit 235 to SR 256 2600 0.101 2600F F F

I-81 North

SR 256 Weyers Cave RdTo:

From:

Augusta County 0.17

North

81

Ramp I-81 N Exit 240 to SR 257 2600 1% 1% 0.119 3000A A1% 6% C A

I-81 North

SR 257 Friedens Ch Rd

91%To:

From:

Rockingham County 0.19 0%

North

81

3316/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp I-81 N Exit 243 3400 0.1 3600F F F

I-81 North

Ramps I-81 S243A; I-81 243A Ramp to US 11To:

From:

Rockingham County 0.57

North

81

Ramp 3900 0.09 4200F F F

I-81 North

SR 253 Port Republic RdTo:

From:

City of Harrisonburg (Maint: 82) 0.12

North

81

Ramp 4500 0.095 4800F F F

I-81 North

US 33 E, E Market StTo:

From:

City of Harrisonburg (Maint: 82) 0.25

North

81

Ramp 2300 0.11 2400F F F

I-81 North

US 33 W, E Market StTo:

From:

City of Harrisonburg (Maint: 82)

North

81

Ramp 2100 0.126 2200F F F

I-81 North

I-81 South Exit 251A RampTo:

From:

Rockingham County 0.38

North

81

Ramp I-81 N Exit 257 to US 11 3400 0.137 3400F F F

I-81 North

US 11 Valley PikeTo:

From:

Rockingham County 0.21

North

81

New Market Rest Area 900 0.092 900F F F

I-81 North to Rest Area

Enter Rest Area Parking Lot

North From:

To:

From:

Rockingham County 0.06

North

81

Exit Rest Area Parking Lot

New Market Rest Area 900 0.092 900N F N

I-81 North from Rest AreaTo:

Rockingham County 0.0681

Ramp I-81 N Exit 264 to US 211 1900 0.125 1900G F G

I-81 North

US 211 W Old Cross RdTo:

From:

Shenandoah County 0.21

North

81

Ramp I-81 N Exit 269 to 85-730 970 0.135 970G F G

I-81 North

85-730 Caverns RdTo:

From:

Shenandoah County 0.13

North

81

Ramp I-81 N Exit 273 to SR 292 1800 0.075 1800G F G

I-81 North

SR 292 Conicville RdTo:

From:

Shenandoah County 0.21

North

81

Ramp I-81 N Exit 277 to 85-614 340 0.753 380A A A

I-81 N

85-614 South Middle RdTo:

From:

Shenandoah County 0.18

North

81

Ramp I-81 N Exit 279 to SR 185 930 0.108 980F F F

I-81 North

SR 185 Stoney Creek BlvdTo:

From:

Shenandoah County 0.24

North

81

Ramp I-81 N Exit 283 to SR 42 2400 0.114 2400A A A

I-81 N

SR 42 W Reservoir RdTo:

From:

Town of Woodstock (Maint: 85) 0.16

North

81

3326/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp I-81 N Exit 291 to 85-651 2000 0.086 2000G F G

I-81 North

85-651 Mount Olive RoadTo:

From:

Shenandoah County 0.20

North

81

Ramp I-81 N Exit 296 to SR 55 880 0.101 880G F G

I-81 North

SR 55 John Marshall HwyTo:

From:

Shenandoah County 0.13

North

81

Ramp I-81 N Exit 298 to US 11 1200 0.1 1200G F G

I-81 North

US 11 Old Valley PikeTo:

From:

Shenandoah County

North

81

Ramp I-81 N Exit 302 to 34-627 1500 0.117 1500G F G

I-81 North

34-627 Reliance RdTo:

From:

Frederick County 0.12

North

81

Scale Ramp 4500 0.064 4500G F G

I-81 North to Scales

South End of Scales

North From:

To:

From:

Frederick County 0.34

North

81

North End of Scales

Scale Ramp 4500 0.064 4500G F G

I-81 North from ScalesTo:

Frederick County 0.2281

Ramp I-81 N Exit 307 to SR 277 2600 0.099 2600G F G

I-81 North

SR 277 Fairfax PikeTo:

From:

Frederick County 0.24

North

81

Ramp I-81 N Exit 310 to SR 37 7100 1% 1% 0.105 7100G F1% 10% C G

I-81 North

SR 37 Winchester Bypass

87%To:

From:

Frederick County 0%

North

81

Ramp I-81 N Exit 313 to US 50 5100 0.106 5100G F G

I-81 North

I-81 North Exit 313B RampTo:

From:

Frederick County 0.17

North

81

Ramp I-81 N Exit 313 to US 50 W NA NA NA

Ramp I-81 N313A

US 50 W, Millwood PikeTo:

From:

Frederick County 0.09

North

81

Ramp I-81 N Exit 315 to SR 7 9000 0.082 9000G F G

I-81 North

I-81 North Ext 315B RampTo:

From:

Frederick County 0.14

North

81

Ramp I-81 N Exit 315 to SR 7 NA NA NA

I-81 N

SR 7 ?To:

From:

Frederick County 0.08

North

81

Ramp I-81 N Exit 317 to US 11 8300 0.085 8300G F G

I-81 North

US 11 Martinsburg PikeTo:

From:

Frederick County 0.16

North

81

Ramp I-81 N Exit 321 to 34-672 1100 0.101 1100G F G

I-81 North

34-672 Hopewell RdTo:

From:

Frederick County 0.20

North

81

3336/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp I-81 N Exit 323 to 34-669 3700 1% 2% 0.111 3700G F1% 25% C G

I-81 North

34-669 Rest Church Rd

70%To:

From:

Frederick County 0.15 0%

North

81

19000 1% 1% 0.109 20000A A1% 19% C A

Tennessee State Line

SCL Bristol

77%

South From:

To:

From:

Washington County 1.06 2%

South

81

39000 1% 1% 0.095 39000G A1% 19% C G77% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.509

19000 1% 1% 0.109 20000A A1% 19% C A

US 58, US 421 Gate City Hwy

77%

South From:To:

City of Bristol (Maint: 95) 0.16 2%81

39000 1% 1% 0.095 39000G A1% 19% C G77% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.509

19000 1% 1% 0.107 19000A A1% 19% F A

I-381

77%

South From:To:

City of Bristol (Maint: 95)58 3.58 2%81

39000 1% 1% 0.098 39000A A1% 19% F A77% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.532

24000 1% 1% 0.081 24000F F1% 18% F F

US 11, US 19

78%

South From:To:

City of Bristol (Maint: 95)58 1.25 1%81

51000 1% 1% 0.084 51000F F1% 10% F F87% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.528

23000 1% 1% 0.103 23000A A1% 19% F A

Old Airport Rd

77%

South From:

To:

City of Bristol (Maint: 95)58 1.99 2%81

47000 1% 1% 0.096 48000A A1% 19% F A77% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.517

22000 1% 1% 0.105 22000A A1% 19% F A

NCL Bristol

77%

South From:

To:

City of Bristol (Maint: 95)58 0.50 2%81

45000 1% 1% 0.096 46000A A1% 19% F A77% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.508

22000 1% 1% 0.105 22000A A1% 19% F A

FR-310

77%

South From:

To:

Washington County58 3.79 2%81

45000 1% 1% 0.096 46000A A1% 19% F A77% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.508

21000 1% 1% 0.105 22000A A1% 18% F A

95-611 Spring Creek Rd

78%

South From:To:

Washington County58 1.29 1%81

43000 1% 1% 0.096 44000A A1% 20% F A76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.556

23000 1% 1% 0.084 23000F F1% 18% F F

SR 140 Jonesboro Rd

78%

South From:To:

Washington County58 1.93 1%81

45000 0% 2% 0.085 46000F F0% 10% F F87% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.504

20000 1% 1% 0.105 21000A A1% 18% C A

SCL Abingdon

78%

To:

Washington County58 1.40 1%81

41000 1% 1% 0.096 42000A A1% 20% C A76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.539

3346/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

20000 1% 1% 0.105 21000A A1% 18% C A

SCL Abingdon

SR 75 Cummings St

78%

South From:

To:

From:

Town of Abingdon (Maint: 95)58 0.69 1%

South

81

41000 1% 1% 0.096 42000A A1% 20% C A76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.539

21000 1% 1% 0.08 21000F F1% 18% F F

NCL Abingdon

78%

South From:

To:

Town of Abingdon (Maint: 95)58 0.79 1%81

42000 1% 1% 0.079 43000F F1% 11% F F85% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.516

21000 1% 1% 0.08 21000F F1% 18% F F

US 11, US 58 Lee Hwy

78%

South From:To:

Washington County 1.97 1%81

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

18000 1% 1% 0.105 18000A A1% 18% F A

95-704 Enterprise Rd

78%

South From:To:

Washington County 2.59 1%81

36000 1% 1% 0.096 36000A A1% 20% F A76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.546

17000 0% 1% 0.073 17000F F1% 1% F F

SR 80 Glenbrook Ave

96%

South From:To:

Washington County 2.56 0%81

34000 1% 1% 0.076 35000F F1% 11% F F85% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.539

16000 0% 1% 0.073 17000F F0% 1% C F

95-737 College Dr

97%

South From:

To:

Washington County 1.47 0%81

34000 1% 1% 0.076 34000F F1% 1% C F97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.544

16000 1% 1% 0.073 16000F F1% 3% F F

SR 91 Maple St

95%

South From:

To:

Washington County 2.94 0%81

31000 1% 1% 0.077 31000G F1% 12% F G85% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.507

14000 1% 1% 0.078 14000G F1% 18% F G

US 11 Lee Hwy; 95-751 Fleet Rd

78%

South From:

To:

Washington County 2.88 1%81

27000 1% 1% 0.074 28000G F1% 20% F G76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.503

14000 1% 1% 0.077 14000G F1% 18% F G

Smyth County Line

78%

South From:

To:

Washington County 1.83 1%81

Washington County Line

27000 1% 1% 0.075 27000G F1% 20% F G76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.517

14000 1% 1% 0.077 14000G F1% 18% F G

SCL Chilhowie

78%

South From:To:

Smyth County 0.92 1%81

27000 1% 1% 0.075 27000G F1% 20% F G76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.517

14000 1% 1% 0.077 14000G F1% 18% F G

SR 107 White Top Ave

78%

To:

Town of Chilhowie (Maint: 86) 0.37 1%81

27000 1% 1% 0.075 27000G F1% 20% F G76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.517

3356/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

14000 1% 1% 0.083 15000G F1% 18% F G

SR 107 White Top Ave

NCL Chilhowie

78%

South From:

To:

From:

Town of Chilhowie (Maint: 86) 0.15 1%

South

81

27000 1% 1% 0.077 28000G F1% 20% F G76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.548

14000 1% 1% 0.083 15000G F1% 18% F G

US 11 Lee Hwy; 86-645 Fox Valley Rd

78%

South From:

To:

Smyth County 3.72 1%81

27000 1% 1% 0.077 28000G F1% 20% F G76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.548

15000 1% 1% 0.089 15000G F1% 18% F G

US 11 Lee Hwy

78%

South From:To:

Smyth County 3.80 1%81

28000 1% 1% 0.080 29000G F1% 20% F G76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.554

14000 1% 1% 0.114 14000A A1% 18% F A

86-730 Washington Ave

78%

South From:To:

Smyth County 1.01 1%81

28000 1% 1% 0.103 28000A A1% 20% F A76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.561

14000 1% 1% 0.113 14000A A1% 18% F A

WCL Marion

78%

South From:To:

Smyth County 0.66 1%81

29000 1% 1% 0.101 29000A A1% 20% F A76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.556

14000 1% 1% 0.113 14000A A1% 18% F A

ECL Marion

78%

South From:

To:

Town of Marion (Maint: 86) 0.22 1%81

29000 1% 1% 0.101 29000A A1% 20% F A76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.556

14000 1% 1% 0.113 14000A A1% 18% F A

SCL Marion

78%

South From:

To:

Town of Marion (Maint: 86) 0.05 1%81

29000 1% 1% 0.101 29000A A1% 20% F A76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.556

14000 1% 1% 0.113 14000A A1% 18% F A

SR 16 Commerce St

78%

South From:

To:

Town of Marion (Maint: 86) 0.90 1%81

29000 1% 1% 0.101 29000A A1% 20% F A76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.556

13000 1% 1% 0.089 13000G F1% 18% F G

NCL Marion

78%

South From:To:

Town of Marion (Maint: 86) 0.37 1%81

25000 1% 1% 0.081 26000G F1% 20% F G76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.538

13000 1% 1% 0.089 13000G F1% 18% F G

Rifton Dr

78%

South From:To:

Smyth County 1.90 1%81

25000 1% 1% 0.081 26000G F1% 20% F G76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.538

13000 1% 1% 0.084 13000G F1% 18% F G

86-622 Nicks Creek Rd

78%

To:

Smyth County 2.64 1%81

24000 1% 1% 0.080 25000G F1% 20% F G76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.526

3366/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

11000 1% 1% 0.133 11000A A1% 18% F A

86-622 Nicks Creek Rd

86-683 Winsor Rd

78%

South From:

To:

From:

Smyth County 4.22 1%

South

81

24000 1% 1% 0.114 23000B A1% 20% F B76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.516

10000 1% 1% 0.076 11000G F1% 18% F G

Wythe County Line

78%

South From:

To:

Smyth County 2.30 1%81

Smyth County Line

22000 1% 1% 0.076 22000G F1% 20% F G76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.508

10000 1% 1% 0.076 11000G F1% 18% F G

SR 90; 98-680 Black Lick Rd

78%

South From:To:

Wythe County 3.33 1%81

22000 1% 1% 0.076 22000G F1% 20% F G76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.508

13000 1% 1% 0.115 12000A A1% 18% F A

US 11, W Lee Hwy

78%

South From:To:

Wythe County 6.54 1%81

27000 1% 1% 0.107 26000A A1% 20% F A76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.562

11000 1% 1% 0.095 11000F F1% 18% F F

SCL Wytheville

78%

South From:To:

Wythe County 1.08 1%81

22000 1% 1% 0.095 23000F F1% 20% F F76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.533

11000 1% 1% 0.095 11000F F1% 18% F F

US 21; US 52, N Fourth St

78%

South From:

To:

Wythe County 2.71 1%81

US 21, N Fourth St

22000 1% 1% 0.095 23000F F1% 20% F F76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.533

14000 1% 1% 0.111 14000A A1% 18% F A

I-77 Wytheville

78%

SouthNorthSouth From:

To:

Town of Wytheville (Maint: 98)52 1.99 1%81

28000 1% 1% 0.105 28000A A1% 20% F A76% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.508

22000 1% 1% 0.122 21000A A1% 26% F A

US 11, E Main St

69%

SouthNorthSouth From:

To:

Town of Wytheville (Maint: 98)77 77 52 1.29 2%81

45000 1% 1% 0.116 43000A A1% 27% F A68% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.555

27000 1% 1% 0.092 24000F B1% 26% C F

NCL Wytheville

69%

SouthNorthSouth From:To:

Town of Wytheville (Maint: 98)77 77 11 0.93 2%81

51000 1% 1% 0.1 48000F F1% 27% C F68% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.515

27000 1% 1% 0.092 24000F B1% 26% C F

FR 326; FR 42 Chapman Rd; FR 43 Lee Hwy

69%

SouthNorthSouth From:To:

Wythe County77 77 11 2.37 2%81

51000 1% 1% 0.1 48000F F1% 27% C F68% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.515

24000 1% 1% 0.122 23000A A1% 26% F A

SR 121 Max Meadows Rd; Fort Chiswell Rd

69%

To:

Wythe County77 77 11 2.31 2%81

48000 1% 1% 0.113 46000A A1% 27% F A68% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.566

3376/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

SouthNorth

22000 1% 1% 0.124 21000A A1% 26% F A

US 52 Fort Chiswell Rd; SR 121 Max Meadows Rd

I-77 Fort Chiswell

69%

South From:

To:

From:

Wythe County77 77 11 0.93 2%

South

81

46000 1% 1% 0.113 44000A A1% 27% F A68% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.558

18000 1% 1% 0.105 18000A A1% 25% F A

98-619 Major Grahams Rd

70%

South From:

To:

Wythe County11 3.20 2%81

36000 1% 1% 0.097 36000A A1% 26% F A69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.582

18000 1% 1% 0.078 18000F F1% 25% F F

98-618 Reed Creek Rd

70%

South From:

To:

Wythe County11 1.96 2%81

98-618

34000 1% 1% 0.073 35000F F1% 26% F F69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.510

17000 1% 1% 0.107 17000A A1% 25% F A

Pulaski County Line

70%

South From:

To:

Wythe County11 1.21 2%81

Wythe County Line

35000 1% 1% 0.099 35000A A1% 26% F A69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.564

17000 1% 1% 0.107 17000A A1% 25% F A

US 11 Lee Hwy; SR 100 Wysor Rd

70%

South From:To:

Pulaski County11 2.58 2%81

35000 1% 1% 0.099 35000A A1% 26% F A69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.564

18000 1% 1% 0.108 18000A A1% 25% F A

FR 47; FR 327 Old Baltimore Rd

70%

South From:

To:

Pulaski County100 2.90 2%81

37000 1% 1% 0.098 37000A A1% 26% F A69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.574

19000 1% 1% 0.083 19000F F1% 25% F F

SR 99 Count Pulaski Dr

70%

South From:

To:

Pulaski County100 1.91 2%81

37000 1% 1% 0.076 38000F F1% 26% F F69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

19000 1% 1% 0.106 19000A A1% 25% F A

SR 100 Cleburne Blvd

70%

South From:

To:

Pulaski County100 4.39 2%81

39000 1% 1% 0.097 39000A A1% 26% F A69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.573

20000 1% 1% 0.081 20000F F1% 25% F F

77-660 State Park Rd

70%

South From:To:

Pulaski County 2.40 2%81

39000 1% 1% 0.073 40000F F1% 26% F F69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.531

17000 1% 1% 0.093 17000G B1% 25% F G

Montgomery County Line

70%

South From:

To:

Pulaski County 3.62 2%81

Pulaski County Line

36000 1% 1% 0.088 35000G B1% 26% F G69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.504

17000 1% 1% 0.093 17000G B1% 25% F G

SR 232 First St

70%

To:

Montgomery County 0.61 2%81

36000 1% 1% 0.088 35000G B1% 26% F G69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.504

3386/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

18000 1% 1% 0.102 19000A A1% 25% F A

SR 232 First St

SR 177 Tyler Rd

70%

South From:

To:

From:

Montgomery County 4.01 2%

South

81

37000 1% 1% 0.096 38000A A1% 26% F A69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.54

18000 1% 1% 0.111 18000A A1% 25% C A

SR 8 Riner Rd; Main St

70%

South From:

To:

Montgomery County 4.78 2%81

38000 1% 1% 0.098 39000A A1% 26% C A69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.502

19000 1% 1% 0.092 19000G F1% 25% F G

SCL Christiansburg

70%

South From:To:

Montgomery County 0.03 2%81

40000 1% 1% 0.081 40000G F1% 26% F G69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.567

19000 1% 1% 0.092 19000G F1% 25% F G

US 11, US 460

70%

South From:To:

Town of Christiansburg (Maint: 60) 4.27 2%81

40000 1% 1% 0.081 40000G F1% 26% F G69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.567

19000 1% 1% 0.075 18000G F1% 25% F G

NCL Christiansburg

70%

South From:To:

Town of Christiansburg (Maint: 60) 0.34 2%81

41000 1% 1% 0.099 40000G F1% 23% F G72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.632

19000 1% 1% 0.075 18000G F1% 25% F G

60-603 Northfork Rd

70%

South From:

To:

Montgomery County 9.39 2%81

41000 1% 1% 0.099 40000G F1% 23% F G72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.632

22000 1% 1% 0.102 22000A A1% 25% F A

Roanoke County Line

70%

South From:

To:

Montgomery County 2.06 2%81

Montgomery County Line

44000 1% 1% 0.097 44000A A1% 23% F A72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.556

22000 1% 1% 0.102 22000A A1% 25% F A

80-647 Dow Hollow Rd

70%

South From:

To:

Roanoke County 2.03 2%81

44000 1% 1% 0.097 44000A A1% 23% F A72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.556

22000 1% 1% 0.098 23000G B1% 25% F G

SCL Salem

70%

South From:To:

Roanoke County 4.40 2%81

47000 1% 1% 0.093 47000G B1% 23% F G72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.580

22000 1% 1% 0.098 23000G B1% 25% F G

SR 112 Wildwood Rd

70%

South From:To:

City of Salem (Maint: 80) 0.28 2%81

47000 1% 1% 0.093 47000G B1% 23% F G72% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.580

26000 1% 1% 0.1 27000A A1% 17% C A

NCL Salem

79%

To:

City of Salem (Maint: 80) 0.14 1%81

53000 1% 1% 0.082 55000A F1% 19% F A76% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.516

3396/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

26000 1% 1% 0.1 27000A A1% 17% C A

NCL Salem

SCL Salem

79%

South From:

To:

From:

Roanoke County 1.51 1%

South

81

53000 1% 1% 0.082 55000A F1% 19% F A76% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.516

26000 1% 1% 0.1 27000A A1% 17% C A

NCL Salem

79%

South From:

To:

Roanoke County 0.90 1%81

53000 1% 1% NA 55000A 1% 19% F A76% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

26000 1% 1% 0.1 27000A A1% 17% C A

SR 311 Thompson Memorial Dr

79%

South From:To:

Roanoke County 0.44 1%81

53000 1% 1% NA 55000A 1% 19% F A76% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

28000 1% 1% 0.100 29000A A1% 19% C A

SR 419 Electric Rd

76%

South From:To:

Roanoke County 1.37 2%81

56000 1% 1% 0.097 58000A A1% 21% C A75% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.505

30000 1% 1% 0.100 31000A A1% 18% C A

I-581, US 220

78%

South From:

To:

Roanoke County 2.21 2%81

I-581

62000 1% 1% 0.097 65000F B1% 12% C F85% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.510

26000 1% 1% 0.1 27000A A1% 21% C A

SR 115 Plantation Rd

75%

South From:

To:

Roanoke County220 3.15 2%81

53000 1% 1% 0.099 54000A A1% 22% C A74% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

25000 1% 1% 0.083 25000G F1% 21% F G

Botetourt County Line

75%

South From:

To:

Roanoke County220 0.39 2%81

Roanoke County Line

49000 1% 1% 0.078 49000G F1% 21% F G74% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.549

25000 1% 1% 0.083 25000G F1% 21% F G

Roanoke Rd; Alt US 220 Cloverdale Rd

75%

South From:

To:

Botetourt County220 3.17 2%81

US 220 Roanoke Rd; Alt US 220 Cloverdale Rd

49000 1% 1% 0.078 49000G F1% 21% F G74% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.549

18000 1% 1% 0.072 16000G F1% 31% F G

11-640 Brughs Mill Rd

63%

South From:To:

Botetourt County 6.19 3%81

36000 1% 1% 0.071 33000G F1% 33% F G61% 3%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.565

17000 1% 1% 0.111 17000A A1% 31% F A

US 11 Lee Hwy, South of Buchanan

63%

South From:To:

Botetourt County 5.49 3%81

35000 1% 1% 0.107 34000A A1% 33% F A61% 3%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.533

16000 1% 1% 0.115 16000A A1% 31% C A

US 11 Lee Hwy, North of Buchanan

63%

To:

Botetourt County 5.81 3%81

33000 1% 1% 0.110 32000A A1% 33% C A61% 3%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.549

3406/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

16000 1% 1% 0.115 15000G A1% 31% F G

US 11 Lee Hwy, North of Buchanan

11-614 Arcadia Rd

63%

South From:

To:

From:

Botetourt County11 0.88 3%

South

81

34000 1% 1% 0.110 31000G A1% 33% F G61% 3%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.549

16000 1% 1% 0.114 16000A A1% 31% F A

Rockbridge County Line

63%

South From:

To:

Botetourt County11 5.20 3%81

Botetourt County Line

32000 1% 1% NA 31000A 1% 33% F A61% 3%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

16000 1% 1% 0.114 16000A A1% 31% F A

US 11 Lee Hwy, South of Natural Bridge

63%

South From:To:

Rockbridge County11 1.86 3%81

32000 1% 1% 0.108 31000A A1% 33% F A61% 3%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.565

17000 1% 1% 0.078 15000G F1% 31% F G

US 11 Lee Hwy, North of Natural Bridge

63%

South From:To:

Rockbridge County 5.24 3%81

33000 1% 1% 0.072 30000G F1% 33% F G61% 3%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.533

17000 1% 1% 0.117 16000A A1% 31% F A

US 60 Midland Trail

63%

South From:To:

Rockbridge County 7.97 3%81

34000 1% 1% 0.111 32000A A1% 33% F A61% 3%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.549

18000 1% 1% 0.113 17000A A1% 31% F A

I-64 South Interchange

63%

WestEastSouth From:

To:

Rockbridge County 2.67 3%81

36000 1% 1% 0.107 35000A A1% 33% F A61% 3%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.595

20000 1% 1% 0.114 19000A A1% 30% F A

US 11 Lee Hwy, North of Lexington

65%

WestEastSouth From:

To:

Rockbridge County64 64 3.66 3%81

39000 1% 1% 0.111 37000A A1% 33% F A62% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.522

20000 1% 1% 0.116 19000A A1% 30% F A

81-710 Sterret Rd

65%

WestEastSouth From:

To:

Rockbridge County64 64 5.59 3%81

40000 1% 1% 0.110 38000A A1% 33% F A62% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.602

20000 1% 1% 0.115 19000A A1% 30% F A

81-606 Raphine Rd

65%

WestEastSouth From:To:

Rockbridge County64 64 4.41 3%81

41000 1% 1% 0.108 39000A A1% 33% F A62% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.588

21000 1% 1% 0.111 20000B A1% 30% C B

Augusta County Line

65%

WestEastSouth From:

To:

Rockbridge County64 64 0.33 3%81

Rockbridge County Line

42000 0% 1% 0.1 40000F B1% 15% F F81% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.584

21000 1% 1% 0.111 20000B A1% 30% C B

US 11 Lee Jackson Memorial Hwy

65%

To:

Augusta County64 64 7.96 3%81

42000 0% 1% 0.1 40000F B1% 15% F F81% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.584

3416/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

WestEast

21000 1% 1% 0.114 20000A A1% 30% F A

US 11 Lee Jackson Memorial Hwy

07-654 White Hill Rd

65%

WestEastSouth From:

To:

From:

Augusta County64 64 4.64 3%

South

81

42000 1% 1% 0.107 40000A A1% 33% F A62% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.53

23000 1% 1% 0.107 23000A A1% 30% F A

SR 262

65%

WestEastSouth From:

To:

Augusta County64 64 2.56 3%81

46000 1% 1% 0.103 46000A A1% 33% F A62% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.550

29000 1% 1% 0.091 28000F F1% 30% F F

I-64 North Interchange

65%

South From:To:

Augusta County64 64 0.51 3%81

58000 1% 1% 0.076 56000F F1% 15% F F80% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.51

26000 1% 1% 0.104 27000A A1% 23% F A

US 250 Jefferson Hwy

73%

South From:To:

Augusta County 1.24 2%81

53000 1% 1% 0.097 54000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.531

25000 1% 1% 0.102 26000A A1% 23% F A

SR 262 Woodrow Wilson Pkwy

73%

South From:To:

Augusta County 3.36 2%81

50000 1% 1% 0.097 52000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.549

25000 1% 1% 0.103 25000A A1% 23% F A

07-612 Laurel Hill Rd

73%

South From:

To:

Augusta County 2.11 2%81

50000 1% 1% 0.098 51000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

24000 1% 1% 0.105 24000A A1% 23% F A

SR 256 Weyers Cave Rd

73%

South From:

To:

Augusta County 7.56 2%81

48000 1% 1% 0.098 49000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.528

24000 1% 1% 0.107 24000A A1% 23% F A

Rockingham County Line

73%

South From:

To:

Augusta County 1.53 2%81

Augusta County Line

48000 1% 1% 0.097 49000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.511

24000 1% 1% 0.107 24000A A1% 23% F A

SR 257 Friedends Curch Rd

73%

South From:To:

Rockingham County 3.28 2%81

48000 1% 1% 0.097 49000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.511

23000 1% 1% 0.105 24000A A1% 23% F A

SCL Harrisonburg

73%

South From:To:

Rockingham County 2.25 2%81

49000 1% 1% 0.097 50000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.521

23000 1% 1% 0.105 24000A A1% 23% F A

US 11, South Main St

73%

To:

City of Harrisonburg (Maint: 82) 1.01 2%81

49000 1% 1% 0.097 50000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.521

3426/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

24000 1% 1% 0.104 25000B A1% 23% C B

US 11, South Main St

SR 253 Port Republic Rd

73%

South From:

To:

From:

City of Harrisonburg (Maint: 82) 2.63 2%

South

81

49000 1% 1% 0.099 49000B A1% 24% C B71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.551

24000 1% 1% 0.101 24000A A1% 23% F A

US 33, E Market St

73%

South From:

To:

City of Harrisonburg (Maint: 82) 1.50 2%81

48000 1% 1% 0.098 49000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.516

22000 1% 1% 0.105 22000A A1% 23% F A

NCL Harrisonburg

73%

South From:To:

City of Harrisonburg (Maint: 82) 1.30 2%81

44000 1% 1% 0.100 44000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

22000 1% 1% 0.105 22000A A1% 23% F A

US 11, N Valley Pike

73%

South From:To:

Rockingham County 2.40 2%81

44000 1% 1% 0.100 44000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

21000 1% 1% 0.105 21000A A1% 23% F A

US 11, Lee Jackson Memorial Hwy; SR 259 Mayland Rd

73%

South From:To:

Rockingham County 6.85 2%81

44000 1% 1% 0.101 43000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.556

19000 1% 1% 0.111 18000A A1% 23% F A

Shenandoah County Line

73%

South From:

To:

Rockingham County 5.86 2%81

Rockingham County Line

38000 1% 1% 0.105 37000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.544

19000 1% 1% 0.111 18000A A1% 23% F A

SCL New Market

73%

South From:

To:

Shenandoah County 0.92 2%81

38000 1% 1% 0.105 37000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.544

19000 1% 1% 0.111 18000A A1% 23% F A

US 211 Old Cross Rd

73%

South From:

To:

Town of New Market (Maint: 85) 0.24 2%81

38000 1% 1% NA 37000A 1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

19000 1% 1% 0.076 18000F F1% 23% F F

NCL New Market

73%

South From:To:

Town of New Market (Maint: 85) 0.61 2%81

37000 1% 1% 0.071 36000F F1% 24% F F71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.522

19000 1% 1% 0.076 18000F F1% 23% F F

85-730 Caverns Rd

73%

South From:To:

Shenandoah County 3.51 2%81

37000 1% 1% 0.071 36000F F1% 24% F F71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.522

19000 1% 1% 0.110 18000A A1% 23% F A

SR 292 Conicville Rd

73%

To:

Shenandoah County 4.58 2%81

38000 1% 1% 0.104 37000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.556

3436/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

19000 1% 1% 0.101 19000F B1% 4% C F

SR 292 Conicville Rd

85-614 South Middle Rd

93%

South From:

To:

From:

Shenandoah County 3.47 0%

South

81

39000 1% 1% 0.095 38000F B1% 15% F F81% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.644

19000 1% 1% 0.101 19000F B1% 4% F F

SR 185 Stoney Creek Rd

93%

South From:

To:

Shenandoah County 2.19 0%81

38000 1% 1% 0.096 38000F B1% 15% F F81% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.592

19000 1% 1% 0.113 19000A A1% 23% F A

SCL Woodstock

73%

South From:To:

Shenandoah County 3.31 2%81

39000 1% 1% 0.103 38000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.500

19000 1% 1% 0.113 19000A A1% 23% F A

SR 42 Reservoir Rd

73%

South From:To:

Town of Woodstock (Maint: 85) 0.69 2%81

39000 1% 1% 0.103 38000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.500

20000 1% 1% 0.078 20000F F1% 23% F F

NCL Woodstock

73%

South From:To:

Town of Woodstock (Maint: 85) 1.00 2%81

38000 1% 1% 0.072 38000F F1% 24% F F71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.534

20000 1% 1% 0.078 20000F F1% 23% F F

85-651 Mount Olive Rd

73%

South From:

To:

Shenandoah County 7.17 2%81

38000 1% 1% 0.072 38000F F1% 24% F F71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.534

21000 1% 1% 0.11 21000A A1% 23% F A

SR 55 John Marshall Hwy

73%

South From:

To:

Shenandoah County 5.29 2%81

43000 1% 1% 0.099 43000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.518

23000 1% 1% 0.112 22000A A1% 23% F A

US 11

73%

South From:

To:

Shenandoah County 1.63 2%81

47000 1% 1% 0.1 46000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.621

25000 1% 1% 0.112 25000A A1% 23% F A

Frederick County Maintenance Break

73%

South From:

To:

Shenandoah County 2%81

Shenandoah County Maintenance Break

52000 1% 1% 0.097 51000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.601

25000 1% 1% 0.112 25000A A1% 23% F A

Warren County Line

73%

South From:

To:

Shenandoah County (Maint: 34) 2%81

Shenandoah County Line

52000 1% 1% 0.097 51000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.601

25000 1% 1% 0.112 25000A A1% 23% F A

Frederick County Line

73%

To:

Warren County 1.15 2%81

52000 1% 1% NA 51000A 1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

3446/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

25000 1% 1% 0.112 25000A A1% 23% F A

Warren County Line

I-66

73%

South From:

To:

From:

Frederick County 0.26 2%

South

81

52000 1% 1% 0.097 51000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.601

23000 1% 1% 0.102 23000A A1% 19% F A

34-627 Reliance Rd

76%

South From:

To:

Frederick County 1.95 2%81

46000 1% 1% 0.095 47000A A1% 20% F A76% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

23000 1% 1% 0.105 24000A A1% 19% F A

SCL Stephens City

76%

South From:To:

Frederick County 4.28 2%81

47000 1% 1% 0.096 49000A A1% 20% F A76% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.55

23000 1% 1% 0.105 24000A A1% 19% F A

NCL Stephens City

76%

South From:To:

Town of Stephens City (Maint: 34) 0.10 2%81

47000 1% 1% 0.096 49000A A1% 20% F A76% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.55

23000 1% 1% 0.105 24000A A1% 19% F A

SR 277 Fairfax Pike

76%

South From:To:

Frederick County 0.42 2%81

47000 1% 1% NA 49000A 1% 20% F A76% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

25000 1% 1% 0.106 26000A A1% 19% F A

SR 37

76%

South From:

To:

Frederick County 2.95 2%81

51000 1% 1% 0.096 52000A A1% 20% F A76% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.555

22000 1% 1% 0.105 23000A A1% 19% F A

US 17, US 50 Millwood Ave

76%

South From:

To:

Frederick County 3.50 2%81

45000 1% 1% 0.095 46000A A1% 20% F A76% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.553

31000 1% 1% 0.086 32000F B1% 19% C F

SCL Winchester

76%

South From:

To:

Frederick County 1.65 2%81

63000 1% 1% 0.087 64000F B1% 20% C F76% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.545

31000 1% 1% 0.086 32000F B1% 19% C F

NCL Winchester

76%

South From:To:

City of Winchester (Maint: 34) 0.07 2%81

63000 1% 1% 0.087 64000F B1% 20% C F76% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.545

31000 1% 1% 0.086 32000F B1% 19% C F

SR 7 Berryville Pike

76%

South From:To:

Frederick County 0.26 2%81

63000 1% 1% 0.087 64000F B1% 20% C F76% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.545

33000 1% 1% 0.077 33000F F1% 19% F F

US 11 Martinsburg Pike

76%

To:

Frederick County 2.20 2%81

65000 1% 1% 0.081 67000F F1% 20% F F76% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.553

3456/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

24000 1% 1% 0.127 24000F F1% 23% F F

US 11 Martinsburg Pike

34-672 Hopewell Rd

72%

South From:

To:

From:

Frederick County 3.62 2%

South

81

47000 1% 1% 0.080 50000F F1% 24% F F71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.585

23000 1% 1% 0.096 25000A A1% 23% C A

34-669 Rest Church Rd

72%

South From:

To:

Frederick County 2.41 2%81

47000 1% 1% 0.094 49000A A1% 24% C A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.550

22000 1% 1% 0.093 23000A A1% 23% F A

West Virginia State Line

72%

To:

Frederick County 0.23 2%81

43000 1% 1% 0.093 46000A A1% 24% F A71% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.514

Ramp I-81 S Exit 1A to US 58, US 421 1100 0.124 1100F F F

I-81 South

US 58 E, Gate City HwyTo:

From:

City of Bristol (Maint: 95) 0.17

South

81

Ramp I-81 S Exit 1B to US 58, US 421 670 2% 2% 0.103 700F F1% 31% C F

I-81 South

US 58 W, Gate City Hwy

63%To:

From:

City of Bristol (Maint: 95) 0.33 1%

South

81

Ramp I-81 S Exit 5 to US 11; US 19 2800 0.104 3000F F F

I-81 South

US 11, US 19To:

From:

City of Bristol (Maint: 95)

South

81

Ramp I-81 S Exit 7 to Old Airport Rd 4000 0.125 4000A A A

I-81 S

Old Airport RdTo:

From:

City of Bristol (Maint: 95) 0.19

South

81

Ramp I-81 S Exit 10 to F-310 1300 0.100 1400F F F

I-81 South

FR 310 Exit 10 RdTo:

From:

City of Bristol (Maint: 95) 0.11

South

81

Ramp I-81 S Exit 13 to 95-611 1500 0.101 1500F F F

I-81 South

95-611 Spring Creek RdTo:

From:

Washington County 0.11

South

81

Ramp I-81 S Exit 14 to SR-140; 95-647 2900 0.086 3000F F F

I-81 South

SR 140; 95-647To:

From:

Town of Abingdon (Maint: 95) 0.12

South

81

Ramp I-81 S Exit 17 to SR-75 3900 0.092 4000F F F

I-81 South

SR 75 Cummings StTo:

From:

Washington County 0.10

South

81

Ramp I-81 S Exit 19 to US 11, US 58 2200 0.087 2300F F F

I-81 South

US 11, US 58To:

From:

Washington County 0.24

South

81

Ramp I-81 S Exit 22 to 95-704 1500 0.128 1600F F F

I-81 South

95-704 Enterprise RdTo:

From:

Washington County 0.18

South

81

3466/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp I-81 S Exit 24 to SR-80 1300 1% 1% 0.089 1300F F1% 18% F F

I-81 South

SR 80 Glennbrook Ave

78%To:

From:

Washington County 0.09 1%

South

81

Ramp I-81 S Exit 26 to 95-737 540 1% 1% 0.122 540F F1% 18% F F

I-81 South

95-737 College Dr

78%To:

From:

Washington County 0.18 1%

South

81

Ramp I-81 S Exit 17 to SR 91 1600 0.09 1700G F G

I-81 South

SR 91To:

From:

Washington County 0.13

South

81

Ramp I-81 S Exit 32 to US 11 280 0.109 300G F G

I-81 South

US 11 Lee HighwayTo:

From:

Washington County 0.26

South

81

Ramp I-81 S Exit 35 to SR 107 2200 0.102 2300G F G

I-81 South

SR 107 White Top AveTo:

From:

Town of Chilhowie (Maint: 86) 0.11

South

81

Ramp I-81 S Exit 39 to US 11 1300 0.131 1400G F G

I-81 South

US 11 Lee HighwayTo:

From:

Smyth County 0.11

South

81

Ramp I-81 S Exit 44 to 86-730 760 0.153 840A A A

I-81 South

86-730 Paxton RdTo:

From:

Smyth County 0.13

South

81

Ramp I-81 S Exit 45 to SR 16 990 0.103 1100G F G

I-81 South

I-81 South Exit 45B to SR 16To:

From:

Town of Marion (Maint: 86) 0.20

South

81

Ramp I-81 S Exit 47 to US 11 1200 0.101 1200G F G

I-81 S

US 11 Lee HighwayTo:

From:

Smyth County 0.32

South

81

Ramp I-81 S Exit 50 to 86-622 630 0.129 630G F G

I-81 South

86-622 Nicks Creek RdTo:

From:

Smyth County 0.14

South

81

Ramp I-81 S Exit 54 to 86-683 240 0.119 240G F G

I-81 South

86-683 Winsor AveTo:

From:

Smyth County 0.27

South

81

Smyth Rest Area 860 0.100 860G F G

I-81 South to Rest Area

Enter Rest Area Parking Lot

South From:

To:

From:

Smyth County 0.11

South

81

Exit Rest Area Parking Lot

Smyth Rest Area 860 0.100 860N F N

I-81 South from Rest AreaTo:

Smyth County 0.0781

Ramp I-81 S Exit 60 to SR 90 1600 0.130 1600F F F

I-81 South

SR 90; 98-680To:

From:

Wythe County 0.13

South

81

3476/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp I-81 S Exit 70 to US 21; US 58 2300 0.087 2400F F F

I-81 South

US 21; US 58To:

From:

Town of Wytheville (Maint: 98)52 0.27

South

81

Ramp I-81 S Exit 73 to US 11 2800 0.114 2900F F F

I-81 South

US 11 SouthTo:

From:

Town of Wytheville (Maint: 98) 0.34

South

81

Ramp I-81 S Exit 77 to FR 42; FR 326 2300 0.078 2300F F F

I-81 South

FR 42 and FR 326To:

From:

Wythe County 0.13

South

81

Ramp I-81 S Exit 80 to US-52; SR 121 2800 0.098 2800F F F

I-81 South

US 52; SR 121To:

From:

Wythe County 0.11

South

81

Ramp 8100 1% 1% 0.076 7200F F1% 23% F F

I-81 South

I-77 South

73%To:

From:

Wythe County 0.69 2%

South

81

Ramp 1700 0.091 1700F F F

I-81 South

98-619 Major Grahams RdTo:

From:

Wythe County 0.14

South

81

Ramp 570 0.125 560F F F

I-81 South

98-618 Reed Creek DrTo:

From:

Wythe County 0.11

South

81

Ramp I-81 S Exit 89 to SR 100 1100 0.125 1100G F G

I-81 South

US 11 S, Lee HighwayTo:

From:

Pulaski County 0.18

South

81

Ramp I-81 S Exit 89 to US 11 170 0.199 170G F G

I-81 South

US 11 N, Lee HighwayTo:

From:

Pulaski County 0.18

South

81

Ramp I-81 S Exit 92 to FR 47; FR 327 550 0.149 550F F F

I-81 South

FR 47; FR 327To:

From:

Pulaski County 0.14

South

81

Ramp I-81 S Exit 94 to SR 99 1300 0.097 1300G F G

I-81 South

SR 99 Count Pulaski DrTo:

From:

Pulaski County 0.16

South

81

Ramp I-81 S Exit 98 to SR 100 N 4200 0.104 4200G F G

I-81 South

SR 100To:

From:

Pulaski County 0.17

South

81

Ramp I-81 S Exit 101 to 77-660 1200 0.098 1200G F G

I-81 South

77-660 State Park RdTo:

From:

Pulaski County 0.20

South

81

Ramp I-81 S Exit 105 to SR 232 730 0.138 770G F G

I-81 South

SR 232 W Main StTo:

From:

Montgomery County 0.26

South

81

3486/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Radford Rest Area 800 0.184 780G F G

I-81 South

Enter Rest Area Parking Lot

South From:

To:

From:

Montgomery County 0.04

South

81

Exit Rest Area Parking Lot

Radford Rest Area 800 0.184 780N F N

I-81 SouthTo:

Montgomery County 0.0581

Ramp I-81 S Exit 101 to SR 177 4500 0.111 4500G F G

I-81 South

SR 177To:

From:

Montgomery County 0.23

South

81

Ramp I-81 S Exit 101 to SR 8 3600 0.194 3800G F G

I-81 South

SR 8 W Main StTo:

From:

Town of Christiansburg (Maint: 60) 0.10

South

81

Ramp 170 0.148 180G F G

I-81 South Exit 118 Collector Rd

US 460 EastTo:

From:

Town of Christiansburg (Maint: 60) 0.17

South

81

Ramp 6000 0.098 6400G F G

I-81 South Exit 118 Collector Rd

Ramp to US 11To:

From:

Town of Christiansburg (Maint: 60) 0.09

South

81

Ramp 1500 0.093 1600G F G

I-81 South Exit 118 Collector Rd

US 11 Roanoke StTo:

From:

Town of Christiansburg (Maint: 60) 0.30

South

81

I-81 South Exit 118 Collector Rd 7400 0.095 7400G F G

I-81 South

I-81 South Exit 118CSouth From:

To:

From:

Town of Christiansburg (Maint: 60) 0.34

South

81

I-81 South Exit 118 Collector Rd 5800 0.096 5800G F G

Ramp from US 11 SouthSouth From:

To:

Town of Christiansburg (Maint: 60) 0.1481

I-81 South Exit 118 Collector Rd 7300 0.100 7300G F G

Ramp from US 11 NorthSouth From:

To:

Town of Christiansburg (Maint: 60) 0.2781

I-81 South Exit 118 Collector Rd 8300 0.096 8300G F G

I-81 South Exit 118BSouth From:

To:

Town of Christiansburg (Maint: 60) 0.5181

I-81 South Exit 118 Collector Rd 1900 0.110 1900G F G

Ramp from US 460 WestSouth From:

To:

Town of Christiansburg (Maint: 60) 0.1881

I-81 South Exit 118 Collector Rd 2200 0.108 2200G F G

I-81 South Exit 118ASouth From:

To:

Town of Christiansburg (Maint: 60) 0.1481

I-81 South Exit 118 Collector Rd 2200 0.11 2200G F G

Ramp from US 11 & US 460South From:

To:

Town of Christiansburg (Maint: 60) 0.1481

I-81 South Exit 118 Collector Rd 7800 0.131 7800G F G

I-81 SouthTo:

Town of Christiansburg (Maint: 60) 0.3281

3496/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp I-81 S Exit 128 to 60-603 1200 0.114 1200G F G

I-81 South

60-603 Northfork RdTo:

From:

Montgomery County 0.10

South

81

Ramp 1900 0.113 2000G F G

I-81 South

80-647 Dow Hollow RdTo:

From:

Roanoke County 0.22

South

81

Ramp 6000 0.100 6300G F G

I-81 South

SR 112 Wildwood RdTo:

From:

Roanoke County 0.18

South

81

Ramp 3600 0.112 3800G F G

I-81 South

SR 311 Thompson Memorial DrTo:

From:

Roanoke County 0.11

South

81

Ramp 4900 0.111 5200G F G

I-81 South

SR 419 Electric RdTo:

From:

Roanoke County 0.22

South

81

Ramp 10000 1% 1% 0.109 11000G F1% 5% F G

I-81 South

I-581 South

93%To:

From:

Roanoke County220 0.32 0%

South

81

Ramp 2100 0.124 2200G F G

I-81 South

SR 115 Plantation RdTo:

From:

Roanoke County 0.31

South

81

Scale Ramp 5400 0.066 5300G F G

I-81 South

I-81 SouthTo:

From:

Botetourt County 0.61

South

81

Ramp I-81 S Exit 150A to ALT SR 220 1900 0.074 2000G F G

I-81 South

ALT SR 220 STo:

From:

Botetourt County 0.19

South

81

Ramp I-81 S Exit 150B to US 220 N 780 0.184 830G F G

I-81 South

US 220 N, Roanoke RdTo:

From:

Botetourt County 0.19

South

81

Ramp I-81 S Exit 156 to 11-640 280 0.131 300G F G

I-81 South

11-640 Brughs Mill RdTo:

From:

Botetourt County 0.20

South

81

Troutville Rest Area 1500 0.121 1400N A N

I-81 South to Rest Area

Enter Rest Area Parking Lot

South From:

To:

From:

Botetourt County 0.05

South

81

Exit Rest Area Parking Lot

Troutville Rest Area 1500 0.121 1400A A A

I-81 South from Rest AreaTo:

Botetourt County 0.0681

Ramp I-81 S Exit 162 to US 11 260 0.131 260G F G

I-81 South

US 11 Lee HighwayTo:

From:

Botetourt County 0.11

South

81

3506/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp I-81 S Exit 167 to US 11 160 0.146 150G F G

I-81 South

US 11To:

From:

Botetourt County 0.07

South

81

Ramp I-81 S Exit 168 to 11-614 390 0.12 380G F G

I-81 South

11-614 Arcadia RdTo:

From:

Botetourt County 0.10

South

81

Ramp I-81 S Exit 175 to US 11 330 0.104 350G F G

I-81 South

US 11To:

From:

Rockbridge County 0.21

South

81

Ramp I-81 S Exit 175 to US 11 S 640 0.114 640G F G

I-81 South

US 11 S, S Lee HighwayTo:

From:

Rockbridge County 0.16

South

81

Ramp I-81 S Exit 175 to US 11 360 0.093 360G F G

I-81 South

US 11; FR 232To:

From:

Rockbridge County 0.10

South

81

Ramp I-81 S Exit 188 to US 60 E 2300 0.094 2300G F G

I-81 South

US 60 E, Midland TrailTo:

From:

Rockbridge County 0.19

South

81

Ramp I-81 S Exit 188 to US 60 W 640 0.106 640G F G

I-81 South

US 60 W, Midland TrailTo:

From:

Rockbridge County 0.21

South

81

Ramp I-81 S Exit 195 to US 11 1500 0.097 1500G F G

I-81 South

I-81 South Exit 195BTo:

From:

Rockbridge County 0.19

South

81

Fairfield Rest Area 960 0.095 960G F G

I-81 South to Rest Area

Enter Rest Area Parking Lot

South From:

To:

From:

Rockbridge County 0.08

South

81

Exit Rest Area Parking Lot

Fairfield Rest Area 960 0.095 960N F N

I-81 South from Rest AreaTo:

Rockbridge County 0.0981

Ramp I-81 S Exit 200 to 81-710 670 0.123 670G F G

I-81 South

81-710 Sterrett RdTo:

From:

Rockbridge County 0.20

South

81

Ramp I-81 S Exit 205 to 81-606 2200 0.077 2200G F G

I-81 South

81-606 Raphine RoadTo:

From:

Rockbridge County 0.15

South

81

Ramp I-81 S Exit 213 to US 11 S 1500 0.114 1500G F G

I-81 South

US 11 S, Lee Jackson HwyTo:

From:

Augusta County 0.30

South

81

Ramp I-81 S Exit 213 to US 11 N 450 0.166 450G F G

I-81 South

US 11 N, Lee Jackson HwyTo:

From:

Augusta County 0.23

South

81

3516/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp I-81 S Exit 217 to 07-654 2700 0.111 2700G F G

I-81 South

07-654 White Hill RdTo:

From:

Augusta County 0.22

South

81

Ramp I-81 S Exit 220 to SR 262 5800 1% 1% 0.113 6100F F1% 14% F F

I-81 South

SR 262 Woodrow Wilson Pkwy

85%To:

From:

Augusta County 0.20 0%

South

81

Ramp 9900 1% 1% 0.113 10000A A1% 11% F A

I-81 South

I-64 East

86%To:

From:

Augusta County 0.48 0%

South

81

Ramp I-81 S Exit 222 to US 250 4000 0.098 4000F F F

I-81 South

I-81 South Exit 222B Ramp to US 250To:

From:

Augusta County 0.15

South

81

Ramp I-81 S Exit 225 to SR 275 2300 0.123 2300F F F

I-81 South

SR 262 Woodrow Wilson PkwyTo:

From:

Augusta County 0.13

South

81

Ramp I-81 S Exit 227 to 07-612 1700 0.101 1800F F F

I-81 South

07-612 Laurel Hill RdTo:

From:

Augusta County 0.26

South

81

Mt. Sydney Rest Area 940 0.087 940F F F

I-81 South to Rest Area

Enter Rest Area Parking Lot

South From:

To:

From:

Augusta County 0.10

South

81

Exit Rest Area Parking Lot

Mt. Sydney Rest Area 940 0.087 940N F N

I-81 South from Rest AreaTo:

Augusta County 0.0981

Ramp I-81 S Exit 235 to SR 256 2300 0.113 2300F F F

I-81 South

SR 256 Weyers Cave RdTo:

From:

Augusta County 0.16

South

81

Ramp 2700 0% 1% 0.102 2900F F5% 4% C F

I-81 South

SR 257 Friedens Ch Rd

90%To:

From:

Rockingham County 0.19 0%

South

81

Ramp 4000 0.095 4300F F F

I-81 South

Ramps I-81 N 243A; I-81 243A Ramp to US 11To:

From:

Rockingham County 0.10

South

81

Ramp I-81 S Exit 245 to Port Republic Rd 3500 0% 1% 0.111 3500A A0% 1% F A

I-81 South

SR 253 Port Republic Rd

97%To:

From:

City of Harrisonburg (Maint: 82) 0.12 0%

South

81

Ramp I-81 S Exit 247 to US 33 E 3500 0.099 3700F F F

I-81 South

US 33 E, E Market StTo:

From:

City of Harrisonburg (Maint: 82) 0.12

South

81

Ramp 960 0.096 1000F F F

I-81 South

US 33 W, E Market StTo:

From:

City of Harrisonburg (Maint: 82) 0.22

South

81

3526/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 2100 0.083 2200F F F

I-81 South

I-81 North Exit 251A RampTo:

From:

Rockingham County 0.11

South

81

Ramp I-81 S Exit 257 to SR 259 570 0.108 560F F F

I-81 South

SR 259 Mayland RdTo:

From:

Rockingham County 0.17

South

81

New Market Rest Area 920 0.105 920F F F

I-81 South to Rest Area

Enter Rest Area Parking Lot

South From:

To:

From:

Rockingham County 0.07

South

81

Exit Rest Area Parking Lot

New Market Rest Area 920 0.105 920N F N

I-81 South from Rest AreaTo:

Rockingham County 0.0881

Ramp I-81 S Exit 264 to US 211 1800 0.106 1800G F G

I-81 South

US 211 W Old Cross RdTo:

From:

Shenandoah County 0.19

South

81

Ramp I-81 S Exit 269 to 85-730 850 0.167 850G F G

I-81 South

85-730 Caverns RdTo:

From:

Shenandoah County 0.14

South

81

Ramp I-81 S Exit 273 to SR 292 2400 0.082 2400G F G

I-81 South

SR 292 Conicville RdTo:

From:

Shenandoah County 0.23

South

81

Ramp I-81 S Exit 279 to SR 185 990 0.104 990G F G

I-81 South

SR 185 Stoney Creek BlvdTo:

From:

Shenandoah County 0.20

South

81

Ramp I-81 S Exit 283 to SR 42 3100 0.105 3100G F G

I-81 South

SR 42 W Reservoir RdTo:

From:

Town of Woodstock (Maint: 85) 0.18

South

81

Ramp I-81 S Exit 291 to 85-651 3700 0.102 3700G F G

I-81 South

85-651 Mount Olive RdTo:

From:

Shenandoah County 0.22

South

81

Ramp I-81 S Exit 296 to SR 55 2300 0.141 2300G F G

I-81 South

SR 55 John Marshall HwyTo:

From:

Shenandoah County 0.27

South

81

Ramp I-81 S Exit 298 to US 11 3600 0.138 3800A A A

I-81 South

US 11 Old Valley PikeTo:

From:

Shenandoah County 0.17

South

81

Ramp I-81 S Exit 300 to I-66 E at Exit 1 9900 1% 1% 0.088 9100G F1% 15% F G

I-81 South

I-66 East

81%To:

From:

Frederick County 0.40 1%

South

81

Ramp I-81 S Exit 302 to 34-627 2700 0.091 2700G F G

I-81 South

34-627 Reliance RdTo:

From:

Frederick County 0.14

South

81

3536/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Scale Ramp 4400 0.064 4400G F G

I-81 South to Scales

North End of Scales

South From:

To:

From:

Frederick County 0.36

South

81

South End of Scales

Scale Ramp 4400 0.064 4400G F G

I-81 South from ScalesTo:

Frederick County 0.1281

Ramp I-81 S Exit 307 to SR 277 4200 0.108 4200G F G

I-81 South

SR 277 Fairfax PikeTo:

From:

Frederick County 0.17

South

81

Ramp I-81 S Exit 310 to SR 37 4300 1% 1% 0.108 4300G F1% 5% C G

I-81 South

SR 37 Winchester Bypass

92%To:

From:

Frederick County 0%

South

81

Ramp I-81 S Exit 313 to US 50 E 7400 0.087 7400G F G

I-81 South

US 50 E, Millwood AveTo:

From:

Frederick County 0.17

South

81

Ramp I-81 S Exit 313 to US 50 W 4200 0% 2% 0.089 4200G F0% 1% C G

I-81 South

US 50 W, Millwood Ave; Jubal Early Dr

96%To:

From:

Frederick County 0%

South

81

Ramp I-81 S Exit 315 to SR 7 6600 0.085 6600G F G

I-81 South

SR 7 Berryville AveTo:

From:

Frederick County 0.31

South

81

Ramp I-81 S Exit 317 to US 11 5200 0.097 5200G F G

I-81 South

US 11 Martinsburg PikeTo:

From:

Frederick County 0.19

South

81

Winchester Welcome Center 960 1% 1% 0.279 940F F1% 23% F F

I-81 South to Welcome Center

Enter Welcome Center Parking Lot

72%

South From:

To:

From:

Frederick County 0.06 2%

South

81

Exit Welcome Center Parking Lot

Winchester Welcome Center 960 1% 1% 0.279 940N F1% 23% N N

I-81 South from Welcome Center

72%To:

Frederick County 0.08 2%81

Ramp I-81 S Exit 321 to 34-672 970 0.104 970G F G

I-81 South

34-672 Hopewell RdTo:

From:

Frederick County 0.21

South

81

Ramp I-81 S Exit 323 to 34-669 2500 0% 2% 0.099 2600A A1% 36% C A

I-81 South

34-669 Rest Church Rd

60%To:

From:

Frederick County 0.16 1%

South

81

Cleveland Rd 3300 0% 1% 0.096 3300F F1% 1% C F

US 19 Bus Main St

NCL Lebanon

98%

From:

To:

From:

Town of Lebanon 0.58 0%82 0.694

Cleveland St 1200 1% 1% 0.100 1300G F1% 0% C G

SCL Cleveland

96%To:

Russell County 5.71 0%82 0.506

3546/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

1200 1% 1% 0.100 1300N F1% 0% N N

SCL Cleveland

83-600 Cleveland

96%To:

From:

Town of Cleveland (Maint: 83) 0.55 0%82 0.506

Clintwood Hwy 4900 0% 1% 0.092 4900G F1% 1% F G

US 23 Bus Pound

ECL Pound

97%

From:To:

From:

Town of Pound (Maint: 97) 0.93 0%83 0.556

4900 0% 1% 0.092 4900N F1% 1% N N

Dickenson County Line

97%

From:

To:

Wise County 2.64 0%83

Wise County Line

0.556

Dickenson Hwy 5200 0% 1% 0.091 5200G F1% 1% C G

SR 72 Georges Fork

97%

From:To:

Dickenson County 3.91 0%83 0.586

W Main St 7000 0% 1% 0.091 7000G F1% 1% C G

WCL Clintwood

97%

From:

To:

Dickenson County 0.69 0%83 0.502

7000 0% 1% 0.091 7000N F1% 1% N N

ECL Clintwood

97%

From:

To:

Town of Clintwood (Maint: 25) 1.78 0%83 0.502

Dickenson Hwy 5600 0% 1% 0.102 5600G F1% 1% F G

SR 63 Fremont

97%

From:

To:

Dickenson County 5.57 0%83 0.626

Dickenson Hwy 2700 1% 2% 0.099 2700G F2% 5% C G

SR 63 North of Clinchco

90%

From:

To:

Dickenson County63 4.94 0%83

SR 63 North of Clinchco Beg Ridge Rd

0.601

Dickenson Hwy 2600 1% 2% 0.1 2500G F1% 6% F G

25-607 Road Branch

90%

From:

To:

Dickenson County 2.44 0%83 0.646

Dickenson Hwy 2400 1% 2% 0.098 2300G F1% 6% C G

WCL Haysi

90%

From:To:

Dickenson County 3.23 0%83 0.585

2400 1% 2% 0.098 2300N F1% 6% N N

SR 80 Haysi

90%

From:To:

Town of Haysi (Maint: 25) 0.56 0%83 0.585

Dickenson Hwy 3400 1% 2% 0.097 3400G F1% 2% F G

E SR 63

94%

From:To:

Town of Haysi (Maint: 25)80 0.34 0%83 0.509

Dickenson Hwy 2600 1% 2% 0.093 2600G F1% 2% F G

NCL Haysi

94%

From:To:

Town of Haysi (Maint: 25)80 1.08 0%83 0.584

2600 1% 2% 0.093 2600N F1% 2% N N

SR 80 Breaks Park Rd

94%

From:To:

Town of Haysi (Maint: 25)80 0.01 0%83 0.584

Dickenson Hwy 1700 1% 2% 0.092 1700G F1% 2% C G

WCL Haysi

94%

From:

To:

Town of Haysi (Maint: 25) 0.04 0%83 0.506

1700 1% 2% 0.092 1700N F1% 2% N N

ECL Haysi

94%

From:

To:

Town of Haysi (Maint: 25) 0.04 0%83 0.506

1700 1% 2% 0.092 1700N F1% 2% N N

Buchanan County Line

94%To:

Dickenson County 3.38 0%83 0.506

3556/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

2300 1% 1% 0.091 2200G F1% 3% C G

Dickenson County Line

13-604 Sunset Hollow Rd

95%

From:

To:

From:

Buchanan County 2.47 0%83

13-604 Sunset Hollow

0.583

3000 0% 1% 0.097 3000G F2% 2% C G

13-619 Lee Master Dr

95%

From:To:

Buchanan County 5.79 0%83 0.669

Dickenson Hwy 4100 0% 1% 0.093 4100G F2% 2% F G

US 460

95%

From:To:

Buchanan County 1.95 0%83 0.681

7900 0% 1% 0.088 8700G F1% 2% F G

SCL Grundy

96%

From:To:

Buchanan County460 1.99 0%83 0.523

630 0% 2% 0.096 700G F2% 1% C G

US 460 WEST

95%

From:

To:

460 0%83

US 460 E

0.613

Edgewater Dr 11000 1% 1% 0.099 10000G F0% 1% F G

ECL Grundy

97%

From:

To:

Town of Grundy (Maint: 13) 0%83 0.741

State Creek Rd 5600 1% 1% 0.09 5500G F0% 1% F G

13-642 Elkins Br.

97%

From:

To:

Buchanan County 2.93 0%83 0.55

2600 1% 1% 0.099 2500G F0% 1% C G

13-643 Hurley Rd

97%

From:

To:

Buchanan County 4.24 0%83 0.615

1600 0% 1% 0.1 1600G F1% 1% C G

13-640 Hale Cr.

97%

From:

To:

Buchanan County 2.47 0%83 0.541

820 0% 1% 0.096 800G F1% 0% C G

West Virginia State Line

97%To:

Buchanan County 4.67 0%83 0.655

Mill Gap Rd 280 1% 1% 0.147 280G F41% 7% C G

West Virginia State Line

45-600 Upper Back Creek Rd

49%

From:To:

From:

Highland County 5.87 0%84 0.622

Mill Gap Rd 460 1% 1% 0.106 460G F25% 5% C G

45-640 Meadowdale Rd

69%

From:To:

Highland County 6.64 0%84 0.611

Mill Gap Rd 620 1% 1% 0.098 610G F19% 5% C G

US 220 Vanderpool

75%To:

Highland County 2.43 0%84 0.507

11000 1% 1% 0.113 9400G A1% 16% C G

North Carolina State Line

58-903

81%

North From:To:

From:

Mecklenburg County 4.23 1%

North

85

22000 1% 1% 0.106 19000G B1% 16% C G80% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

12000 1% 1% 0.13 10000A A1% 16% F A

SCL South Hill

81%

To:

Mecklenburg County 8.14 1%85

23000 1% 1% 0.122 21000A A1% 16% F A80% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.526

3566/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

12000 1% 1% 0.13 10000A A1% 16% F A

SCL South Hill

US 58

81%

North From:

To:

From:

Town of South Hill (Maint: 58) 0.25 1%

North

85

23000 1% 1% 0.122 21000A A1% 16% F A80% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.526

11000 1% 1% 0.125 9700A A1% 16% F A

US 1

81%

North From:

To:

Town of South Hill (Maint: 58) 2.53 1%85

21000 1% 1% 0.116 19000A A1% 16% F A80% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.62

10000 1% 1% 0.129 9000A A1% 16% F A

NCL South Hill

81%

North From:To:

Town of South Hill (Maint: 58) 0.53 1%85

20000 1% 1% 0.116 18000A A1% 16% F A80% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.576

10000 1% 1% 0.129 9000A A1% 16% F A

Brunswick County Line

81%

North From:

To:

Mecklenburg County 3.84 1%85

Mecklenburg County Line

20000 1% 1% 0.116 18000A A1% 16% F A80% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.576

10000 1% 1% 0.129 9000A A1% 16% F A

12-644 Brunswick Dr

81%

North From:

To:

Brunswick County 4.71 1%85

12-644

20000 1% 1% 0.116 18000A A1% 16% F A80% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.576

9900 1% 1% 0.128 8900A A1% 16% F A

SR 46

81%

North From:

To:

Brunswick County 3.01 1%85

20000 1% 1% 0.117 18000A A1% 16% F A80% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.536

9700 1% 1% 0.129 8700A A1% 16% F A

US 1

81%

North From:

To:

Brunswick County 1.19 1%85

20000 1% 1% 0.117 18000A A1% 16% F A80% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.59

10000 1% 1% 0.127 9100A A1% 16% F A

12-630

81%

North From:

To:

Brunswick County 6.39 1%85

20000 1% 1% 0.116 18000A A1% 16% F A80% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.528

10000 1% 1% 0.126 9300A A1% 16% F A

12-712 Old Stage Rd

81%

North From:To:

Brunswick County 4.71 1%85

21000 1% 1% 0.128 19000A A1% 16% F A80% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.543

11000 1% 1% 0.125 9700A A1% 16% F A

Dinwiddie County Line

81%

North From:

To:

Brunswick County 0.76 1%85

Brunswick County Line

21000 1% 1% 0.116 19000A A1% 16% F A80% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.589

11000 1% 1% 0.125 9700A A1% 16% F A

SR 40

81%

To:

Dinwiddie County 2.38 1%85

21000 1% 1% 0.116 19000A A1% 16% F A80% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.589

3576/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

11000 0% 2% 0.121 10000A A1% 16% F A

SR 40

26-650

80%

North From:

To:

From:

Dinwiddie County 5.95 1%

North

85

22000 0% 2% 0.111 20000A A1% 16% F A79% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.581

11000 0% 2% 0.119 10000A A1% 16% F A

26-703

80%

North From:

To:

Dinwiddie County 4.88 1%85

23000 0% 2% 0.068 21000A F1% 16% F A79% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.575

12000 0% 2% 0.114 12000A A1% 16% C A

US 460

80%

North From:To:

Dinwiddie County 8.52 1%85

25000 0% 2% 0.106 24000A A1% 16% C A79% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.544

19000 0% 2% 0.098 19000A A1% 16% F A

US 1

80%

North From:To:

Dinwiddie County460 1.77 1%85

38000 1% 1% 0.096 37000A A1% 14% F A82% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.531

24000 1% 1% 0.092 24000A A1% 11% C A

SCL Petersburg

85%

North From:To:

Dinwiddie County460 1.18 1%85

48000 1% 1% 0.094 48000A A1% 12% C A85% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.538

24000 1% 1% 0.092 24000A A1% 11% C A

Squirrel Level Road

85%

North From:

To:

City of Petersburg (Maint: 26)460 1.01 1%85

48000 1% 1% 0.094 48000A A1% 12% C A85% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.538

28000 1% 1% 0.091 28000A A1% 11% F A

Ramp To I-95 S

85%

North From:

To:

City of Petersburg (Maint: 26)460 2.57 1%85

Ramp To I-95 South

54000 1% 1% 0.093 55000A A1% 12% F A85% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.57

I-85 N Ramp 21000 1% 1% 0.081 21000G F1% 11% F G

Ramp to Washington St; Wythe St

85%

North From:

To:

City of Petersburg (Maint: 26) 0.46 1%85

45000 1% 1% 0.079 43000G F1% 14% F G82% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.586

Ramp 19000 1% 1% 0.093 19000A A1% 11% F A

I-95 North

85%

To:

City of Petersburg (Maint: 26) 0.11 1%85

33000 1% 1% 0.079 32000G F1% 13% F G83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.564

Bracey Welcome Center 860 1% 1% 0.156 750N A1% 18% N N

I-85 North to Welcome Center

Enter Welcome Center Parking Lot

78%

North From:

To:

From:

Mecklenburg County 0.08 1%

North

85

Exit Welcome Center Parking Lot

Bracey Welcome Center 860 1% 1% 0.156 750A A1% 18% C A

I-85 North from Welcome Center

78%To:

Mecklenburg County 0.09 1%85

Ramp 1100 0% 1% 0.089 1100G F1% 2% F G

I-85 North

58-903

96%To:

From:

Mecklenburg County 0%

North

85

3586/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 2200 1% 1% 0.076 2200G F1% 18% F G

I-85 North

US 58 East

79%To:

From:

Mecklenburg County 0.24 1%

North

85

Ramp 1100 1% 1% 0.119 1200G F1% 12% F G

I-85 North

US 58 West

85%To:

From:

Mecklenburg County 0%

North

85

Ramp 1700 1% 2% 0.112 1800G F2% 16% F G

I-85 North

US 1 Mecklenburg Ave

80%To:

From:

Mecklenburg County 0.28 0%

North

85

Ramp 170 1% 1% 0.114 170G F1% 9% F G

I-85 North

12-644 Brunswick Dr

88%To:

From:

Brunswick County 0.19 0%

North

85

Ramp 450 2% 1% 0.113 460G F1% 8% F G

I-85 North

SR 46 Christanna Hwy

89%To:

From:

Brunswick County 0.18 0%

North

85

Ramp 260 1% 2% 0.129 270G F2% 16% F G

I-85 North

US 1 Boydton Plank Rd

80%To:

From:

Brunswick County 0.15 0%

North

85

Alberta Rest Area 560 0.145 520N A N

I-85 North to Rest Area

Enter Rest Area Parking Lot

North From:

To:

From:

Brunswick County 0.11

North

85

Exit Rest Area Parking Lot

Alberta Rest Area 560 0.145 520A A A

I-85 North from Rest AreaTo:

Brunswick County 0.1285

Ramp 320 1% 1% 0.158 330G F1% 4% F G

I-85 North

12-630 Sturgeon Rd

93%To:

From:

Brunswick County 0.21 0%

North

85

Ramp 610 1% 2% 0.089 640G F2% 6% F G

I-85 North

12-712 Old Stage Rd

89%To:

From:

Brunswick County 0.18 0%

North

85

Ramp 360 0.102 360G F G

I-85 North

SR 40 McKenney HwyTo:

From:

Dinwiddie County 0.20

North

85

Ramp 170 0.177 170G F G

I-85 North

26-650 Hawkins Church Rd; Hamilton Arms RdTo:

From:

Dinwiddie County 0.21

North

85

Ramp 260 0.119 260G F G

I-85 North

26-703 Carson RdTo:

From:

Dinwiddie County 0.37

North

85

Dinwiddie Rest Area 460 2% 0% 0.096 450N F0% 23% N N

I-85 North to Rest Area

Enter Rest Area Parking Lot

72%To:

From:

Dinwiddie County 0.14 2%

North

85

3596/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Dinwiddie Rest Area 460 2% 0% 0.096 450F F0% 23% C F

Exit Rest Area Parking Lot

I-85 North from Rest Area

72%To:

From:

Dinwiddie County 0.19 2%

North

85

Ramp 630 0.116 630G F G

I-85 North

BUS US 460To:

From:

Dinwiddie County 0.20

North

85

Ramp 500 0.09 500G F G

I-85 North

US 1 Boydton Plank RdTo:

From:

Dinwiddie County 0.15

North

85

Ramp 820 0.085 820G F G

I-85 North

US 1 N, Boydton Plank RdTo:

From:

Dinwiddie County 0.26

North

85

Ramp 1100 0.089 NAG F

I-85 North

123-9011 Squirrel Level RdTo:

From:

City of Petersburg (Maint: 26) 0.11

North

85

Ramp 5800 0% 1% 0.096 6000A A1% 10% C A

I-85 NORTH

CD Ramp to I-95 SOUTH

88%To:

From:

City of Petersburg (Maint: 26)460 0%

North

85

Ramp 2500 0.104 2500G F G

I-85 North Ramp to I-95 North

I-95 North Exit 51A to Wythe St & Washington St

North From:

To:

From:

City of Petersburg (Maint: 26) 0.06

North

85

I-95 North

Ramp 5500 0.107 5900A A A

Wythe St & Washington St

North From:

To:

City of Petersburg (Maint: 26) 0.2285

I-85 North Exit 68C

Ramp 2300 0.122 2400A A A

CEUS 460-P Washington StTo:

City of Petersburg (Maint: 26) 0.1785

Ramp 3200 0.103 3400A A A

I-85 North Exit 68B

CEUS 460 Wythe StTo:

From:

City of Petersburg (Maint: 26) 0.07

North

85

11000 1% 1% 0.105 9300G B1% 16% C G

North Carolina State Line

58-903

80%

South From:To:

From:

Mecklenburg County 4.59 1%

South

85

22000 1% 1% 0.106 19000G B1% 16% C G80% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

12000 1% 1% 0.119 11000A A1% 16% F A

SCL South Hill

80%

South From:To:

Mecklenburg County 7.78 1%85

23000 1% 1% 0.122 21000A A1% 16% F A80% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.526

12000 1% 1% 0.119 11000A A1% 16% F A

US 58

80%

To:

Town of South Hill (Maint: 58) 0.40 1%85

23000 1% 1% 0.122 21000A A1% 16% F A80% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.526

3606/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

11000 1% 1% 0.112 9600A A1% 16% F A

US 58

US 1

80%

South From:

To:

From:

Town of South Hill (Maint: 58) 2.72 1%

South

85

21000 1% 1% 0.116 19000A A1% 16% F A80% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.62

10000 1% 1% 0.113 9000A A1% 16% F A

NCL South Hill

80%

South From:

To:

Town of South Hill (Maint: 58) 0.29 1%85

20000 1% 1% 0.116 18000A A1% 16% F A80% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.576

10000 1% 1% 0.113 9000A A1% 16% F A

Brunswick County Line

80%

South From:

To:

Mecklenburg County 3.74 1%85

Mecklenburg County Line

20000 1% 1% 0.116 18000A A1% 16% F A80% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.576

10000 1% 1% 0.113 9000A A1% 16% F A

12-644 Brunswick Dr

80%

South From:To:

Brunswick County 5.21 1%85

20000 1% 1% 0.116 18000A A1% 16% F A80% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.576

10000 1% 1% 0.115 9100A A1% 16% F A

SR 46

80%

South From:To:

Brunswick County 2.54 1%85

20000 1% 1% 0.117 18000A A1% 16% F A80% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.536

9900 1% 1% 0.115 8900A A1% 16% F A

US 1

80%

South From:

To:

Brunswick County 1.66 1%85

20000 1% 1% 0.117 18000A A1% 16% F A80% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.59

10000 1% 1% 0.114 9200A A1% 16% F A

12-630

80%

South From:

To:

Brunswick County 6.26 1%85

20000 1% 1% 0.116 18000A A1% 16% F A80% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.528

10000 1% 1% 0.114 9300A A1% 16% F A

12-712 Old Stage Rd

80%

South From:

To:

Brunswick County 4.86 1%85

12-712

21000 1% 1% 0.115 19000A A1% 16% F A80% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.576

10000 1% 1% 0.116 9200A A1% 16% F A

Brunswick County Line

80%

South From:To:

Brunswick County 0.24 1%85

21000 1% 1% 0.116 19000A A1% 16% F A80% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.589

10000 1% 1% 0.116 9200A A1% 16% F A

SR 40

80%

South From:To:

Dinwiddie County 2.78 1%85

21000 1% 1% 0.116 19000A A1% 16% F A80% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.589

11000 0% 2% 0.112 10000A A1% 17% F A

26-650

79%

To:

Dinwiddie County 5.95 1%85

22000 0% 2% 0.069 20000A F1% 16% F A79% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.548

3616/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

11000 0% 2% 0.112 10000A A1% 17% F A

26-650

26-703

79%

South From:

To:

From:

Dinwiddie County 4.95 1%

South

85

23000 0% 2% 0.11 21000A A1% 16% F A79% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.572

13000 0% 2% 0.109 12000A A1% 17% C A

US 460

79%

South From:

To:

Dinwiddie County 8.36 1%85

25000 0% 2% 0.106 24000A A1% 16% C A79% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.544

19000 1% 1% 0.105 18000A A1% 12% F A

US 1

84%

South From:To:

Dinwiddie County460 1.83 1%85

38000 1% 1% 0.096 37000A A1% 14% F A82% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.531

23000 1% 1% 0.106 24000A A1% 12% C A

SCL Petersburg

84%

South From:To:

Dinwiddie County460 0.81 1%85

48000 1% 1% 0.094 48000A A1% 12% C A85% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.538

23000 1% 1% 0.106 24000A A1% 12% C A

Squirrel Level Road

84%

South From:To:

City of Petersburg (Maint: 26)460 1.25 1%85

48000 1% 1% 0.094 48000A A1% 12% C A85% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.538

26000 1% 1% 0.106 27000A A1% 12% F A

Ramp From I-95 N

84%

South From:

To:

City of Petersburg (Maint: 26)460 2.23 1%85

54000 1% 1% 0.093 55000A A1% 12% F A85% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.57

I-85 S Ramp 23000 0% 2% 0.106 22000G A1% 16% F G

Ramp From Washington Ave

80%

South From:

To:

City of Petersburg (Maint: 26) 0.33 1%85

45000 1% 1% 0.093 43000G A1% 14% F G82% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.57

I-85 S Ramp 14000 0% 2% 0.084 14000G B1% 16% F G

I-95 South

80%

To:

City of Petersburg (Maint: 26) 0.16 1%85

33000 1% 1% 0.079 32000G F1% 13% F G83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.564

Ramp 1700 0% 1% 0.133 1700A A1% 2% F A

I-85 South

58-903

96%To:

From:

Mecklenburg County 0.18 0%

South

85

Ramp 950 1% 1% 0.097 940G F1% 18% F G

I-85 South

US 58 E, E Atlantic St

79%To:

From:

Mecklenburg County 0.29 1%

South

85

Ramp 1500 0% 1% 0.112 1500A A0% 2% F A

I-85 South

I-85-S012C TO RT 58 BUS

97%To:

From:

Mecklenburg County 0.17 0%

South

85

Ramp 1500 1% 1% 0.106 1600G F1% 1% F G

I-85 South

US 1 Mecklenburg Ave

96%To:

From:

Mecklenburg County 0.31 0%

South

85

3626/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 250 1% 1% 0.126 250G F1% 9% F G

I-85 South

12-644 Brunswick Dr

88%To:

From:

Brunswick County 0.16 0%

South

85

Ramp 640 1% 1% 0.218 660G F1% 1% F G

I-85 South

US 1 Boydton Plank Rd

96%To:

From:

Brunswick County 0.13 0%

South

85

Alberta Rest Area 520 1% 1% 0.141 460N A1% 16% N N

I-85 South to Rest Area

Enter Rest Area Parking

81%

South From:

To:

From:

Brunswick County 0.11 1%

South

85

Exit Rest Area Parking Lot

Alberta Rest Area 520 1% 1% 0.141 460A A1% 16% F A

I-85 South from Rest Area

81%To:

Brunswick County 0.12 1%85

Ramp 280 1% 1% 0.164 290A A1% 4% F A

I-85 South

12-630 Sturgeon Rd

93%To:

From:

Brunswick County 0.21 0%

South

85

Ramp 1300 1% 2% 0.084 1400G F2% 6% F G

I-85 South

12-712 Old Stage Rd

89%To:

From:

Brunswick County 0.18 0%

South

85

Ramp 710 0.127 710G F G

I-85 South

I-85 South Exit 42B to SR 40To:

From:

Dinwiddie County 0.18

South

85

Ramp 410 0.13 410G F G

I-85 South

26-650 Hamilton Arms RdTo:

From:

Dinwiddie County 0.21

South

85

Ramp 1700 0.118 1700G F G

I-85 South

26-703 Carson RdTo:

From:

Dinwiddie County 0.26

South

85

Dinwiddie Rest Area 590 1% 1% 0.1 570N F1% 20% N N

I-85 South to Rest Area

Enter Rest Area Parking Lot

76%

South From:

To:

From:

Dinwiddie County 0.15 1%

South

85

Exit Rest Area Parking Lot

Dinwiddie Rest Area 590 1% 1% 0.1 570F F1% 20% C F

I-85 South from Rest Area

76%To:

Dinwiddie County 0.25 1%85

Ramp 6800 0.12 6800G F G

I-85 South

I-85 South Exit 61B to US 460 WestTo:

From:

Dinwiddie County 0.18

South

85

Ramp 3100 0.100 3100G F G

I-85 South

US 1 S, Boydton Plank RdTo:

From:

Dinwiddie County 0.19

South

85

Ramp 2900 0.119 2900G F G

I-85 South

US 1 N, Boydton Plank RdTo:

From:

Dinwiddie County 0.21

South

85

3636/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 4400 0.105 4700A A A

I-85 South

123-9011 Squirrel LevelTo:

From:

City of Petersburg (Maint: 26) 0.13

South

85

South Main St 10000 0% 1% 0.092 11000G F0% 1% C G

SCL Danville; NC State Line

Lockett Dr

98%

From:To:

From:

City of Danville 0%86 0.517

South Main St 9900 0% 1% 0.086 11000G F0% 1% F G

Broadnax St

98%

From:To:

City of Danville 0%86 0.547

South Main St 16000 0% 1% 0.086 17000G F0% 0% C G

Central Blvd

98%

From:

To:

City of Danville 0.63 0%86

South Main St

0.501

Central Blvd 15000 0% 1% 0.087 16000G F0% 0% C G

SR 293 West Main St

98%

From:

To:

City of Danville 0.38 0%86 0.528

Central Blvd 20000 0% 0% 0.092 NAG F0% 0% C

Bus US 29 & SR 413 Memorial Dr

99%To:

City of Danville 0.60 0%86 0.575

Morehead Rd 7100 0% 0% 0.092 7100G F0% 6% C G

North Carolina State Line

SCL Ridgeway

93%

From:

To:

From:

Henry County 3.27 0%87 0.509

Morehead Ave 8300 0% 0% 0.088 8900G F0% 6% F G

Bus US 220 Church St; Main St

93%

From:

To:

Town of Ridgeway (Maint: 44) 0.55 0%87 0.518

Morehead Ave 5300 0% 0% 0.080 5600G F0% 6% F G

US 220 Greensboro Rd

93%To:

Town of Ridgeway (Maint: 44) 0.28 0%87 0.572

Skyline Hwy 4200 0% 1% 0.094 4300G F0% 1% C G

North Carolina State Line

SCL Galax

98%

From:To:

From:

Grayson County 4.89 0%89 0.558

Main St 5200 0% 1% 0.091 5600G F0% 1% C G

SR 97 Pipers Gap Rd

98%

From:To:

City of Galax 1.26 0%89 0.566

Main St 5400 0% 1% 0.086 5800G F0% 0% C G

Maroon Tide Dr

99%

From:To:

City of Galax 0.90 0%89 0.559

Main St 4200 0% 1% 0.083 4600G F0% 0% F G

Oldtown St

99%

From:To:

City of Galax 0.16 0%89 0.564

Main St 2600 1% 1% 0.102 2800G F0% 0% C G

US 58 Stuart Dr

98%To:

City of Galax 0.64 0%89 0.561

Main St 5500 1% 1% 0.099 5500G F0% 1% C G

98-616 Baumgardner Ave

NCL Rural Retreat

97%

From:

To:

From:

Town of Rural Retreat (Maint: 98) 0.60 0%90 0.527

5500 1% 1% 0.099 5500N F0% 1% N N

US 11 Staleys Cross Roads

97%

From:

To:

Town of Rural Retreat (Maint: 98) 0.66 0%90 0.527

Main St 5200 1% 1% 0.105 5100G F0% 1% F G

I-81

97%To:

Town of Rural Retreat (Maint: 98) 0.47 0%90 0.589

3646/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp to I-81 N at Exit 60 1600 0.113 1600F F F

SR 90 Main St

I-81 NorthTo:

From:

Wythe County 0.1390

Ramp to I-81 S at Exit 60 900 0.102 900F F F

SR 90; 98-680

I-81 SouthTo:

From:

Wythe County 0.1390

Mountain City Rd 2700 0% 1% 0.086 2700G F2% 6% C G

Tennessee State Line

US 58 Douglas Dr; Jeb Stuart Hwy

91%

From:To:

From:

Washington County 1.62 0%91 0.542

Jeb Stuart Hwy 3800 0% 1% 0.086 3800N F1% 3% N N

ECL Damascus

94%

From:To:

Washington County58 0.54 0%91 0.579

Jeb Stuart Hwy 3800 0% 1% 0.086 3800G F1% 3% F G

Damascus Dr

94%

From:

To:

Town of Damascus (Maint: 95)58 0.45 0%91

US 58 Jeb Stuart Hwy

0.579

Damascus Dr 1600 1% 1% 0.116 1600G F2% 3% C G

NCL Damascus

94%

From:

To:

Town of Damascus (Maint: 95) 0.70 0%91 0.529

1600 1% 1% 0.116 1600N F2% 3% N N

95-803 Liberty Hall Rd

94%

From:

To:

Washington County 6.66 0%91 0.529

Monroe Rd 1900 1% 1% 0.109 1900G F2% 2% C G

95-762 Loves Mill Rd

94%

From:

To:

Washington County 1.22 0%91 0.606

Monroe Rd 2400 1% 1% 0.099 2300G F2% 3% F G

US 11 Lee Hwy

94%

From:

To:

Washington County 3.51 0%91

US 11 Lee Highway

0.541

7700 0% 1% 0.088 7600N F0% 2% N N

SCL Glade Spring

97%

From:To:

Washington County 0.51 0%91 0.629

Maple St 7700 0% 1% 0.088 7600G F0% 2% F G

BUS SR 91 Glade St

97%

From:

To:

Town of Glade Spring (Maint: 95) 1.37 0%91

BUS SR 91 Maple St

0.629

Monte Vista Dr 3600 0% 1% 0.088 3500G F0% 2% C G

NCL Glade Spring

97%

From:To:

Town of Glade Spring (Maint: 95) 0.77 0%91 0.609

Crescent Rd 2100 0% 1% 0.088 2100G F0% 2% F G

WCL Saltville

97%

From:To:

Washington County 5.43 0%91 0.609

S Main St 2100 1% 0% 0.093 2100G F1% 2% C G

Smyth County Line

97%

From:

To:

Town of Saltville (Maint: 95) 0.52 0%91

Washington County Line

0.53

Main St 1800 0% 0% 0.090 1700G F8% 1% C G

Palmer Ave

90%

From:

To:

Town of Saltville (Maint: 86) 1.06 0%91 0.58

Main St 4700 0% 0% 0.085 4600G F8% 1% F G

SR 107 Worthy Blvd

90%

From:

To:

Town of Saltville (Maint: 86) 0.35 0%91 0.563

E Main St 1900 0% 1% 0.088 1900G F0% 1% C G

NCL Saltville

98%To:

Town of Saltville (Maint: 86) 1.96 0%91 0.564

3656/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

1900 0% 1% 0.088 1900N F0% 1% N N

NCL Saltville

86-743 Clark St

98%

From:

To:

From:

Smyth County 0.17 0%91

86-743 Upper Poor Valley Rd

0.564

Saltville Hwy 940 1% 1% 0.093 930G F10% 1% C G

SR 42 Bluegrass Trail

87%

From:To:

Smyth County 4.66 0%91 0.586

Veterans Rd 410 0% 1% 0.121 410G F7% 0% C G

Tazewell County Line

91%

From:

To:

Smyth County 0.54 0%91

Smyth County Line

0.525

Veterans Rd 40 0% 2% 0.146 40F F0% 0% C F

92-607 Little Tumbling Creek Rd

97%

From:To:

Tazewell County 5.39 0%91 0.571

Madien Springs Rd 80 0% 1% 0.213 80G F0% 0% C G

92-604 Thompson Valley Rd

99%

From:

To:

Tazewell County 5.64 0%91 0.739

Maiden Spring Rd 130 1% 2% 0.122 130F F1% 3% C F

92-609 Wardell Rd

93%

From:

To:

Tazewell County 2.62 0%91

92-609 College Estates Rd

0.588

Whitten Valley Rd 80 0% 1% 0.125 80F F1% 1% C F

US 19 Crocketts Store

97%To:

Tazewell County 9.48 0%91 0.636

Ramp to I-81 N at Exit 29 1800 0.087 1800G F G

SR 91

I-81 NorthTo:

From:

Washington County 0.1991

Ramp to I-81 S at Exit 29 3900 0.116 3900G F G

SR 91

I-81 STo:

From:

Washington County 0.1591

Glade St 680 1% 1% 0.108 670G F0% 0% C G

S SR 91 Glade Spring

N SR 91 Glade Spring ; Maple St

98%To:

From:

Town of Glade Spring (Maint: 95) 1.38 0%

Bus

91 0.583

810 1% 1% 0.119 800G F0% 0% C G

US 58 Bus

NCL Boydton

98%

From:To:

From:

Town of Boydton (Maint: 58) 0.32 0%92 0.591

810 1% 1% 0.119 800N F0% 0% N N

SCL Chase City

98%

From:To:

Mecklenburg County 9.25 0%92 0.591

S Main St 2900 1% 2% 0.095 2900G F1% 3% C G

"B" ST

92%

From:To:

Town of Chase City (Maint: 58) 0.44 0%92 0.539

S Main St 3100 1% 2% 0.095 3000G F2% 3% C G

Sycamore St

92%

From:

To:

Town of Chase City (Maint: 58) 0.23 0%92 0.577

N Main St 3700 1% 2% 0.093 3600G F1% 3% F G

E Second St

92%

From:

To:

Town of Chase City (Maint: 58) 0.21 0%92

S RT 49

0.524

E Second St 5300 2% 2% 0.094 5200G F1% 2% F G

Endly St

94%To:

Town of Chase City (Maint: 58)49 0.19 0%92 0.539

3666/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

W Second St 4400 1% 1% 0.093 4300G F1% 5% C G

Endly St

N SR 49

92%

From:To:

From:

Town of Chase City (Maint: 58)49 0.56 0%92 0.545

W 2nd St 2700 1% 1% 0.092 2600G F1% 7% C G

WCL Chase City

90%

From:To:

Town of Chase City (Maint: 58) 0.22 0%92 0.527

2700 1% 1% 0.092 2600N F1% 7% N N

58-609; 58-684

90%

From:To:

Mecklenburg County 3.42 0%92 0.527

2700 1% 1% 0.092 2600N F1% 7% N N

58-600 Airport Rd

90%

From:To:

Mecklenburg County 0.21 0%92 0.527

2700 1% 1% 0.092 2600N F1% 7% N N

Charlotte County Line

90%

From:

To:

Mecklenburg County 1.52 0%92

Mecklenburg County Line

0.527

JEB Stuart Hwy 2000 0% 1% 0.097 2000G F1% 8% C G

US 15 Barnes Junction

89%

From:

To:

Charlotte County 2.11 0%92 0.519

JEB Stuart Hwy 1900 1% 1% 0.096 2000G F1% 7% F G

US 360 Kings Hwy

90%

From:

To:

Charlotte County 3.80 0%92 0.537

JEB Stuart Hwy 410 4% 2% 0.120 420G F1% 0% F G

Halifax County Line

92%

From:

To:

Charlotte County 0.70 0%92

Charlotte County Line

0.558

Clover Rd 180 4% 2% 0.149 180G F1% 0% C G

NCL Clover

92%

From:

To:

Halifax County 4.19 0%92 0.5

Clover Rd 180 4% 2% 0.149 180N F1% 0% N N

41-746; 41-1001

92%

From:

To:

Halifax County 0.47 0%92 0.5

Clover Rd 180 4% 2% 0.149 180N F1% 0% N N

SCL Clover

92%

From:To:

Halifax County 0.33 0%92 0.5

Clover Rd 180 4% 2% 0.149 180N F1% 0% N N

US 360 South of Clover

92%To:

Halifax County 0.80 0%92 0.5

Wilson Hwy 500 0% 1% 0.125 520G F8% 6% C G

North Carolina State Line

US 58 Near Mouth Of Wilson

84%To:

From:

Grayson County 0.92 0%93 0.663

Riverside Dr 1700 0% 1% 0.095 1700F F1% 1% C F

US 58 West of Galax

SR 274 Riverside Dr

97%

From:To:

From:

Grayson County 4.26 0%94 0.618

Scenic Rd 1800 1% 1% 0.109 1800F F1% 1% C F

38-805 Southwest of Fries Spring Valley

96%

From:

To:

Grayson County 2.05 0%94

38-805 Spring Valley Rd

0.701

Scenic Rd 1600 2% 1% 0.110 1600F F0% 1% C F

WCL Fries

96%

From:

To:

Grayson County 2.20 0%94 0.554

1600 2% 1% 0.110 1600N F0% 1% N N

38-1001 W Main St

96%To:

Town of Fries (Maint: 38) 0.48 0%94 0.554

3676/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Scenic Rd 1500 2% 1% 0.105 1500F F0% 1% C F

38-1001 W Main St

NCL Fries

96%

From:To:

From:

Town of Fries (Maint: 38) 0.56 0%94 0.588

1500 2% 1% 0.105 1500N F0% 1% N N

Carroll County Line

96%

From:

To:

Grayson County 0.63 0%94

Grayson County Line

0.588

Ivanhoe Rd 790 2% 1% 0.086 830G F0% 1% F G

Wythe County Line

96%

From:

To:

Carroll County 9.20 0%94

Carroll County Line

0.519

Ivanhoe Rd 1100 2% 1% 0.092 1100G F0% 1% F G

98-639 Riverview Rd

96%

From:To:

Wythe County 0.85 0%94 0.612

Ivanhoe Rd 1900 0% 1% 0.086 1900G F1% 1% C G

98-619 Austinville Rd; Huddle Rd

97%

From:

To:

Wythe County 2.66 0%94 0.621

Ivanhoe Rd 3000 2% 1% 0.101 3000G F0% 1% F G

98-634 Lots Gap Rd; Rickey Rd

96%

From:

To:

Wythe County 3.48 0%94

98-634 Lots Gap Rd Ricky Rd

0.713

Ivanhoe Rd 3300 2% 1% 0.096 3300G F0% 1% F G

US 52 Farmers Store

96%To:

Wythe County 2.06 0%94 0.75

Ramp 14000 0.097 14000G F G

I-95-S054A JB-20 FROM RT 95

SR 144 FROM RT 95To:

From:

City of Colonial Heights (Maint: 20)95 0.670

Ramp NA NA NA

JB-20 FROM RT 95

SR 161 SR 161- A Gap TOTo:

From:

City of Richmond (Maint: 20) 0.0595

Ramp 12000 1% 1% 0.089 13000A A1% 8% F A

I-95 North 73A

127-7561 Maury St

89%To:

From:

City of Richmond (Maint: 20) 0.22 0%95

Ramp 6100 0.153 6600G F G

I-95 North Exit 74C Ramp

US 250 Broad StTo:

From:

City of Richmond (Maint: 43) 0.1695 0.635

Ramp NA NA NA

I-95-N172A FROM RT 95

29-613; 29-613- 6A TO AND FROM RTTo:

From:

Fairfax County 0.0995

Ramp NA NA NA

I-95-S175B TO ROUTE

SR 241 FROM RT 95To:

From:

Fairfax County 0.0895

NB Express Lanes 40000 1% 1% 0.074 43000N F1% 8% N N

Begin Express Roadway NB

US 1 Patrick St; Mill Rd

90%

To:

From:

City of Alexandria (Maint: 29) 0%

ExpN

95

194000 1% 1% NA 197000N 0% 7% N N91% 0%Combined Traffic Estimates for 4 Parallel Roadways on this Route:

3686/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

NB Express Lanes 40000 1% 1% 0.074 43000G F1% 8% F G

US 1 Patrick St; Mill Rd

District of Columbia Line, Potomac River

90%

To:

From:

City of Alexandria (Maint: 29) 0.87 0%

ExpN

95

185000 1% 1% NA 201000G 0% 7% F G91% 0%Combined Traffic Estimates for 4 Parallel Roadways on this Route:

SB Express Lanes 38000 0% 1% 0.072 39000N F0% 6% N N

End Express Lanes SB

US 1 Patrick St; Mill Rd

92%

ExpS From:

To:

From:

City of Alexandria (Maint: 29) 0%

ExpS

95

194000 1% 1% NA 197000N 0% 7% N N91% 0%Combined Traffic Estimates for 4 Parallel Roadways on this Route:

SB Express Lanes 38000 0% 1% 0.072 39000G F0% 6% F G

District of Columbia Line, Potomac River

92%

To:

City of Alexandria (Maint: 29) 0.95 0%95

185000 1% 1% NA 201000G 0% 7% F G91% 0%Combined Traffic Estimates for 4 Parallel Roadways on this Route:

Ramp NA NA NA

I-95 SB Express Lanes

Mill RdTo:

From:

City of Alexandria (Maint: 29) 0.65

ExpS

95

19000 1% 1% 0.135 17000A A1% 15% C A

North Carolina State Line

40-629 Skippers

82%

North From:To:

From:

Greensville County 4.13 0%

North

95

38000 1% 1% 0.127 33000A A1% 16% C A81% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.597

19000 1% 1% 0.132 17000A A1% 15% F A

US 301 South of Emporia

82%

North From:

To:

Greensville County 4.12 0%95

38000 1% 1% 0.124 33000A A1% 16% F A81% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.503

19000 1% 1% 0.133 17000A A1% 15% F A

SCL Emporia

82%

North From:

To:

Greensville County 1.70 0%95

37000 1% 1% 0.126 32000A A1% 16% F A81% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.540

19000 1% 1% 0.133 17000A A1% 15% F A

US 58

82%

North From:

To:

City of Emporia (Maint: 40) 1.05 0%95

37000 1% 1% 0.126 32000A A1% 16% F A81% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.540

16000 1% 1% 0.138 14000A A1% 15% F A

NCL Emporia

82%

North From:To:

City of Emporia (Maint: 40) 0.62 0%95

32000 1% 1% 0.129 28000A A1% 15% F A82% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.558

16000 1% 1% 0.138 14000A A1% 15% F A

US 301 North of Emporia

82%

North From:To:

Greensville County 1.37 0%95

32000 1% 1% 0.129 28000A A1% 15% F A82% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.558

16000 1% 1% 0.14 14000A A1% 15% F A

40-614 Otterdam Rd

82%

To:

Greensville County 0.52 0%95

32000 1% 1% NA 27000A 1% 15% F A82% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

3696/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

16000 1% 1% 0.137 14000A A1% 15% F A

40-614 Otterdam Rd

Sussex County Line

82%

North From:

To:

From:

Greensville County 3.63 0%

North

95

Greenville County Line

33000 1% 1% 0.128 28000A A1% 15% F A82% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.571

16000 1% 1% 0.137 14000A A1% 15% F A

US 301

82%

North From:

To:

Sussex County 0.16 0%95

33000 1% 1% 0.128 28000A A1% 15% F A82% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.571

16000 1% 1% 0.139 14000A A1% 15% F A

91-631 Jarratt

82%

North From:To:

Sussex County 2.95 0%95

32000 1% 1% 0.13 27000A A1% 15% F A82% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.564

13000 1% 1% 0.186 12000A A1% 15% F A

91-645

82%

North From:To:

Sussex County 4.04 0%95

27000 1% 1% 0.133 24000A A1% 15% F A82% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.556

16000 1% 1% 0.136 14000A A1% 15% F A

SR 40 Stony Creek

82%

North From:To:

Sussex County 6.63 0%95

33000 1% 1% 0.126 28000A A1% 15% F A82% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.629

17000 0% 1% 0.135 15000A A1% 17% F A

SCL Stony Creek

81%

North From:

To:

Sussex County 0.22 0%95

33000 1% 1% 0.124 29000A A1% 16% F A81% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.51

17000 0% 1% 0.135 15000A A1% 17% F A

NCL Stony Creek

81%

North From:

To:

Town of Stony Creek (Maint: 91) 0.09 0%95

33000 1% 1% 0.124 29000A A1% 16% F A81% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.51

17000 0% 1% 0.135 15000A A1% 17% F A

91-602 Cabin Point Rd

81%

North From:

To:

Sussex County 2.14 0%95

33000 1% 1% 0.124 29000A A1% 16% F A81% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.51

17000 0% 1% 0.135 15000A A1% 17% F A

Prince George County Line

81%

North From:

To:

Sussex County 1.37 0%95

Sussex County Line

34000 1% 1% 0.124 30000A A1% 16% F A81% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.510

17000 0% 1% 0.135 15000A A1% 17% F A

74-623 Carson

81%

North From:To:

Prince George County 2.41 0%95

34000 1% 1% 0.124 30000A A1% 16% F A81% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.510

18000 1% 1% 0.108 15000F B1% 9% F F

US 301, SR 35, SR 156

89%

To:

Prince George County 3.73 0%95

32000 0% 1% 0.1 30000F B0% 5% F F93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.596

3706/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

21000 0% 1% 0.088 18000F F1% 17% C F

US 301, SR 35, SR 156

US 301

81%

North From:

To:

From:

Prince George County 4.54 0%

North

95

43000 1% 1% 0.081 36000F F1% 16% C F81% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.584

21000 0% 1% 0.123 19000A A1% 17% F A

I-295 West

81%

North From:

To:

Prince George County 1.11 0%95

41000 1% 1% 0.111 38000A A1% 16% F A81% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.523

14000 0% 1% 0.130 13000A A1% 17% F A

I-295 East

81%

North From:To:

Prince George County 0.66 0%95

27000 1% 1% 0.068 24000G F1% 16% F G81% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.517

15000 0% 1% 0.126 14000A A1% 17% F A

Rives Rd; SCL Petersburg

81%

North From:To:

Prince George County 0.30 0%95

30000 1% 1% 0.109 27000A A1% 16% F A81% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.578

18000 0% 1% 0.117 17000A A1% 17% F A

Wagner Rd

81%

North From:To:

City of Petersburg (Maint: 74) 1.15 0%95

37000 1% 1% 0.107 34000A A1% 16% F A81% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.583

23000 0% 1% 0.107 22000A A1% 17% F A

US 460 County Rd CD Ramp

81%

North From:

To:

City of Petersburg (Maint: 74) 1.91 0%95

47000 1% 1% 0.098 45000A A1% 16% F A81% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.536

20000 0% 1% 0.107 19000A A1% 17% F A

US 301 Crater Rd CD Ramp

81%

North From:

To:

City of Petersburg (Maint: 74) 0.88 0%95

41000 1% 1% 0.098 38000A A1% 16% F A81% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.536

30000 0% 1% 0.103 30000A A1% 17% F A

I-85 SOUTH

81%

North From:

To:

City of Petersburg (Maint: 74) 0.24 0%95

50000 1% 1% 0.098 49000A A1% 16% F A81% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.558

26000 0% 1% 0.105 25000A A1% 17% F A

I-85 NORTH

81%

North From:To:

City of Petersburg (Maint: 74) 0.26 0%95

26000 0.063 NAA FCombined Traffic Estimates for 2 Parallel Roadways on this Route: 0.542

45000 1% 1% 0.095 44000A A1% 8% F A

US 301, Bus US 460 Washington St

90%

North From:To:

City of Petersburg (Maint: 74) 0.44 0%95

97000 1% 1% 0.077 95000G B1% 8% F G89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.516

51000 1% 1% 0.093 51000A A1% 8% F A

SCL Colonial Heights

90%

To:

City of Petersburg (Maint: 74) 0.64 0%95

97000 1% 1% 0.093 96000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.523

3716/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

51000 1% 1% 0.093 51000A A1% 8% F A

NCL Petersburg

Southpark Blvd

90%

North From:

To:

From:

City of Colonial Heights (Maint: 20) 0.21 0%

North

95

97000 1% 1% 0.093 96000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.523

44000 1% 1% 0.095 43000A A1% 8% F A

SR 144 Temple Ave

90%

North From:

To:

City of Colonial Heights (Maint: 20) 0.98 0%95

87000 1% 1% 0.092 86000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.546

48000 1% 1% 0.093 48000A A1% 8% C A

NCL Colonial Heights

90%

North From:To:

City of Colonial Heights (Maint: 20) 2.38 0%95

95000 1% 1% 0.092 95000A A1% 8% C A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

48000 1% 1% 0.093 48000A A1% 8% C A

20-620 Woods Edge Rd

90%

North From:To:

Chesterfield County 1.55 0%95

95000 1% 1% 0.092 95000A A1% 8% C A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

47000 1% 1% 0.092 47000A A1% 8% F A

SR 10 West Hundred Rd

90%

North From:To:

Chesterfield County 2.90 0%95

90000 1% 1% 0.092 91000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.516

56000 1% 1% 0.097 58000A A1% 8% F A

SR 288

90%

North From:

To:

Chesterfield County 1.81 0%95

112000 1% 1% 0.095 116000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.522

49000 1% 1% 0.108 51000A A1% 8% F A

20-613 Willis Rd

90%

North From:

To:

Chesterfield County 2.04 0%95

98000 1% 1% 0.092 100000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.597

51000 1% 1% 0.104 52000A A1% 8% F A

SR 150 Chippenham Pkwy

90%

North From:

To:

Chesterfield County 2.77 0%95

102000 1% 1% 0.092 105000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.607

48000 1% 1% 0.111 50000A A1% 8% F A

SCL Richmond

89%

North From:To:

Chesterfield County 0.80 0%95

97000 1% 1% 0.09 100000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.644

48000 1% 1% 0.111 50000A A1% 8% F A

SR 161 Bells Rd

89%

North From:To:

City of Richmond (Maint: 20) 1.12 0%95

97000 1% 1% 0.09 100000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.644

47000 1% 1% 0.102 48000A A1% 8% C A

Maury St

89%

To:

City of Richmond (Maint: 20) 3.81 0%95

95000 1% 1% 0.089 97000A A1% 8% C A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.564

3726/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

54000 1% 1% 0.092 56000A A1% 8% F A

Maury St

James River Bridge

89%

North From:

To:

From:

City of Richmond (Maint: 20) 0.45 0%

North

95

111000 1% 1% 0.086 114000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.575

54000 1% 1% 0.092 56000A A1% 8% F A

SR 195 Downtown Expressway

89%

North From:

To:

City of Richmond (Maint: 43) 0.40 0%95

111000 1% 1% 0.086 114000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.575

61000 1% 1% 0.092 63000A A1% 8% F A

US 250 Broad St

89%

North From:To:

City of Richmond (Maint: 43) 0.62 0%95

133000 1% 1% 0.086 137000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.583

65000 1% 1% 0.092 66000A A1% 8% F A

I-64 South Interchange

89%

WestEastNorth From:To:

City of Richmond (Maint: 43) 0.92 0%95

131000 1% 1% 0.086 135000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.583

68000 1% 1% 0.086 70000A A1% 4% F A

Chamberlayne Ave

93%

WestEastNorth From:To:

City of Richmond (Maint: 43)64 64 0.30 0%95

141000 1% 1% 0.084 145000A A1% 5% F A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.53

58000 1% 1% 0.086 59000A A1% 4% F A

US 1, US 301 Belvidere St

93%

WestEastNorth From:

To:

City of Richmond (Maint: 43)64 64 0.24 0%95

117000 1% 1% 0.085 120000A A1% 5% F A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.503

65000 1% 1% 0.086 67000A A1% 4% C A

SR 161 Boulevard

93%

WestEastNorth From:

To:

City of Richmond (Maint: 43)64 64 1.97 0%95

132000 1% 1% 0.085 135000A A1% 5% C A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

69000 1% 1% 0.092 71000A A1% 4% F A

I-64 North Interchange; I-195

93%

North From:

To:

City of Richmond (Maint: 43)64 64 0.78 0%95

141000 1% 1% 0.087 146000A A1% 5% F A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.516

54000 0% 2% 0.095 55000B A1% 7% F B

NCL Richmond, SR 161 Hermitage Rd

89%

North From:To:

City of Richmond (Maint: 43) 1.07 0%95

113000 0% 2% 0.092 115000B A1% 8% F B89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.508

51000 0% 2% 0.095 52000A A1% 7% F A

US 1 Brook Rd

89%

North From:To:

Henrico County 0.91 0%95

104000 0% 2% 0.09 106000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.52

46000 0% 2% 0.098 47000A A1% 7% F A

US 301 Chamberlayne Ave

89%

To:

Henrico County 0.30 0%95

94000 0% 2% 0.092 95000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.522

3736/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

45000 0% 2% 0.097 45000A A1% 7% C A

US 301 Chamberlayne Ave

SR 73 Parham Rd

89%

North From:

To:

From:

Henrico County 1.82 0%

North

95

89000 0% 2% 0.093 89000A A1% 8% C A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.538

43000 0% 2% 0.101 43000A A1% 7% F A

I-295

89%

North From:

To:

Henrico County 1.47 0%95

86000 0% 2% 0.092 86000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.533

52000 1% 1% 0.099 50000A A1% 12% F A

Hanover County Line

83%

North From:

To:

Henrico County 1.94 1%95

Henrico County Line

115000 1% 1% 0.093 111000A A1% 12% F A83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.574

52000 1% 1% 0.099 50000A A1% 12% F A

42-656 Sliding Hill Rd

83%

North From:To:

Hanover County 0.95 1%95

115000 1% 1% 0.093 111000A A1% 12% F A83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.574

59000 1% 1% 0.081 55000G F1% 12% F G

42-802 Lewistown Rd

83%

North From:To:

Hanover County 1.79 1%95

113000 1% 1% 0.073 105000G F1% 12% F G83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.554

49000 1% 1% 0.102 46000A A1% 12% F A

SCL Ashland

83%

North From:

To:

Hanover County 2.12 1%95

100000 1% 1% 0.095 93000A A1% 12% F A83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.503

49000 1% 1% 0.102 46000A A1% 12% F A

SR 54 Ashland

83%

North From:

To:

Town of Ashland (Maint: 42) 0.53 1%95

100000 1% 1% 0.095 93000A A1% 12% F A83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.503

46000 1% 1% 0.108 41000A A1% 10% F A

NCL Ashland

87%

North From:

To:

Town of Ashland (Maint: 42) 1.72 0%95

92000 1% 1% 0.101 83000A A1% 11% F A85% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.505

46000 1% 1% 0.108 41000A A1% 10% F A

SR 30 Kings Dominion Boulevard

87%

North From:To:

Hanover County 4.29 0%95

92000 1% 1% 0.101 83000A A1% 11% F A85% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.505

45000 1% 1% 0.109 40000A A1% 14% F A

Caroline County Line

83%

North From:

To:

Hanover County 3.36 1%95

Hanover County Line

90000 1% 1% 0.102 81000A A1% 13% F A83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.508

45000 1% 1% 0.109 40000A A1% 14% F A

SR 207 Rogers Clark Blvd

83%

To:

Caroline County 3.07 1%95

90000 1% 1% 0.102 81000A A1% 13% F A83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.508

3746/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

41000 1% 1% 0.107 37000A A1% 14% F A

SR 207 Rogers Clark Blvd

16-639 Ladysmith Rd

83%

North From:

To:

From:

Caroline County 6.12 1%

North

95

81000 1% 1% 0.063 73000F F1% 8% F F89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.537

43000 1% 1% 0.105 39000A A1% 14% F A

Spotsylvania County Line

83%

North From:

To:

Caroline County 6.35 1%95

Caroline County Line

86000 1% 1% 0.099 78000A A1% 14% F A83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.525

43000 1% 1% 0.105 39000A A1% 14% F A

88-606 Mudd Tavern Rd

83%

North From:To:

Spotsylvania County 1.61 1%95

86000 1% 1% 0.099 78000A A1% 14% F A83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.525

43000 1% 1% 0.104 40000A A1% 14% C A

US 1, US 17, Ramp I-95 N126A

83%

North From:

To:

Spotsylvania County 7.58 1%95

US 1, US 17 Jefferson Davis Hwy

88000 1% 1% 0.099 79000A A1% 14% C A83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.549

51000 1% 1% 0.093 50000A A1% 14% F A

SCL Fredericksburg

83%

North From:To:

Spotsylvania County17 2.81 1%95

105000 1% 1% 0.089 101000A A1% 14% F A83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.507

51000 1% 1% 0.093 50000A A1% 14% F A

SR 3 Plank Rd

83%

North From:

To:

City of Fredericksburg (Maint: 88)17 0.89 1%95

105000 1% 1% 0.089 101000A A1% 14% F A83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.507

66000 1% 1% 0.084 65000A A1% 14% F A

Stafford County Line

83%

North From:

To:

City of Fredericksburg (Maint: 88)17 2.29 1%95

NCL Fredericksburg

131000 1% 1% 0.065 128000A F1% 14% F A83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.570

66000 1% 1% 0.084 65000A A1% 14% F A

US 17; BUS US 17 Warrenton Rd

83%

North From:

To:

Stafford County17 1.25 1%95

131000 1% 1% 0.065 128000A F1% 14% F A83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.570

53000 1% 1% 0.079 55000G B0% 8% F G

89-8900 Centreport Pkwy

90%

North From:To:

Stafford County 2.53 0%95

113000 1% 1% 0.072 113000G B1% 9% F G89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.503

62000 1% 1% 0.084 62000A A0% 8% F A

89-630 Courthouse Rd

90%

North From:To:

Stafford County 4.22 0%95

121000 1% 1% 0.079 121000A A1% 9% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.511

67000 1% 1% 0.073 63000F F0% 8% C F

89-610 Garrisonville Rd

90%

To:

Stafford County 2.90 0%95

127000 1% 1% 0.074 123000F F1% 9% C F89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.511

3756/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

65000 1% 1% 0.088 65000A A0% 8% F A

89-610 Garrisonville Rd

Prince William County Line

90%

North From:

To:

From:

Stafford County 4.84 0%

North

95

Stafford County Line

127000 1% 1% 0.074 127000A A1% 9% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.526

65000 1% 1% 0.088 65000A A0% 8% F A

Russell Rd Quantico

90%

North From:

To:

Prince William County 0.08 0%95

127000 1% 1% 0.074 127000A A1% 9% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.526

63000 1% 1% 0.077 64000A A0% 8% F A

76-619 Joplin Rd

90%

North From:To:

Prince William County 2.32 0%95

124000 1% 1% 0.074 124000A A1% 9% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.524

66000 1% 1% 0.072 65000G F0% 8% F G

SR 234 Dumfries Rd

90%

North From:To:

Prince William County 2.39 0%95

141000 1% 1% NA 139000G 1% 8% F G90% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

67000 1% 1% 0.077 67000A A1% 8% C A

76-784 Dale Blvd

90%

North From:To:

Prince William County 3.55 0%95

142000 1% 1% 0.06 145000G B0% 7% F G91% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route: 0.556

74000 1% 1% 0.061 74000G F1% 8% F G

76-3000 Prince William Pkwy

90%

North From:

To:

Prince William County 2.22 0%95

169000 1% 1% NA 170000G 0% 7% F G91% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

83000 1% 1% 0.076 84000G F1% 8% F G

SR 123 Gordon Blvd

90%

North From:

To:

Prince William County 1.92 0%95

181000 1% 1% NA NAG 0% 6% F92% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

85000 1% 1% 0.077 85000G F1% 8% F G

Fairfax County Line, Occoquan River

90%

North From:

To:

Prince William County 0.74 0%95

Prince William County Line, Occoquan River

189000 1% 1% NA 194000G 0% 6% F G92% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

85000 1% 1% 0.077 85000G F1% 8% F G

US 1 Richmond Hwy

90%

North From:To:

Fairfax County 0.38 0%95

189000 1% 1% NA 194000G 0% 6% F G92% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

86000 1% 1% 0.081 86000G F1% 8% F G

29-642 Lorton Rd

90%

North From:To:

Fairfax County 2.49 0%95

200000 1% 1% NA 204000G 0% 6% F G92% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

96000 1% 1% 0.075 96000G F0% 8% F G

Ramp to Express Lanes

90%

To:

Fairfax County 1.92 0%95

216000 1% 1% NA 220000G 0% 6% F G92% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

3766/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

80000 1% 1% 0.082 79000G F1% 8% F G

Ramp to Express Lanes

29-617 Backlick Rd, SR 286 Fairfax County Pkwy

90%

North From:

To:

From:

Fairfax County 0.86 0%

North

95

168000 1% 1% NA 173000G 1% 6% F G91% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

105000 1% 1% 0.070 105000G F1% 8% F G

Express Lane Ramp

90%

North From:

To:

Fairfax County 2.41 0%95

223000 1% 1% NA 222000G 1% 7% F G91% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

105000 1% 1% 0.070 105000N F1% 8% N N

I-395; 29-644 Franconia Rd; Old Keene Mill Rd

90%

North From:To:

Fairfax County 0.19 0%95

231000 1% 1% NA 236000N 1% 7% N N91% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

105000 1% 1% 0.073 106000G F1% 8% F G

I-495 Capital Beltway

90%

North From:

To:

Fairfax County 2.06 0%95

I-495

179000 1% 1% NA 179000G 0% 7% F G91% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

Capital Beltway 80000 1% 1% 0.093 83000A A1% 8% F A

29-613 Van Dorn St

90%

North From:

To:

Fairfax County 0.96 0%95

160000 1% 1% 0.092 167000A A0% 7% F A91% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.517

Capital Beltway is also signed as I-495

Capital Beltway 78000 1% 1% 0.081 84000G F1% 8% F G

Eisenhower Ave Connector

90%

North From:

To:

Fairfax County 1.54 0%95

161000 1% 1% 0.069 169000G F0% 7% F G91% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.549

Capital Beltway is also signed as I-495

Capital Beltway 54000 1% 1% 0.084 54000G B1% 8% F G

Local Lanes Split

90%

North From:

To:

Fairfax County 2.39 0%95

132000 1% 1% 0.072 137000G B0% 7% F G91% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.545

Capital Beltway is also signed as I-495

Capital Beltway 51000 1% 1% 0.078 57000N F1% 8% N N

SR 241 Telegraph Rd

90%

North From:To:

Fairfax County 0%95

185000 1% 1% 0.072 201000N F0% 7% N N91% 0%Combined Traffic Estimates for 4 Parallel Roadways on this Route: 0.504

Capital Beltway 45000 1% 1% 0.078 44000G F1% 8% F G

WCL Alexandria

90%

North From:

To:

Fairfax County 1.26 0%95

Fairfax County Line

194000 1% 1% 0.067 197000N F0% 7% N N91% 0%Combined Traffic Estimates for 4 Parallel Roadways on this Route: 0.516

Capital Beltway is also signed as I-495

Capital Beltway 51000 1% 1% 0.078 57000G F1% 8% F G

US 1 Richmond Hwy

90%

To:

City of Alexandria (Maint: 29) 0.25 0%95

185000 1% 1% 0.072 201000N F0% 7% N N91% 0%Combined Traffic Estimates for 4 Parallel Roadways on this Route: 0.504

Capital Beltway is also signed as I-495

3776/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Capital Beltway 51000 1% 1% 0.078 57000G F1% 8% F G

US 1 Richmond Hwy

District of Columbia Line, Potomac River

90%

To:

From:

City of Alexandria (Maint: 29) 1.07 0%

North

95

185000 1% 1% 0.072 201000G F0% 7% F G91% 0%Combined Traffic Estimates for 4 Parallel Roadways on this Route: 0.504

Capital Beltway is also signed as I-495

Skippers Welcome Center Ramp 1300 0% 1% 0.173 970N A0% 1% N N

I-95 North to Welcome Center

Enter Welcome Center Parking Lot

97%

North From:

To:

From:

Greensville County 0.05 0%

North

95

Exit Welcome Center Parking Lot

Skippers Welcome Center Ramp 1300 0% 1% 0.173 970N A0% 1% N N

Ramp to Additional Parking Area

97%

North From:To:

Greensville County 0.04 0%95

Skippers Welcome Center Ramp 1300 0% 1% 0.173 970A A0% 1% C A

I-95 North

97%To:

Greensville County 0.01 0%95

Ramp 2400 0.213 2400G F G

I-95 North

40-629 Moores Ferry RdTo:

From:

Greensville County 0.15

North

95

Ramp 1100 0.096 1100G F G

I-95 North

I-95 South Exit 8ATo:

From:

Greensville County 0.18

North

95

Ramp 2900 0.073 2900G F G

I-95 North

I-95 North Exit 11A Ramp splitTo:

From:

City of Emporia (Maint: 40) 0.13

North

95

Ramp 1200 0.182 1200G F G

I-95 North

US 58 WestTo:

From:

City of Emporia (Maint: 40)

North

95

Ramp 500 0.201 700A A A

I-95 North

US 301To:

From:

Greensville County 0.08

North

95

Ramp 220 0.102 220G F G

I-95 North

40-614 Otterdam RdTo:

From:

Greensville County 0.24

North

95

Ramp 400 0.162 400G F G

I-95 North

US 301 Blue Star HwyTo:

From:

Sussex County 0.16

North

95

Ramp 290 0.119 290G F G

I-95 North

91-631 Jarratt RdTo:

From:

Sussex County 0.22

North

95

Ramp 80 0.156 80G F G

I-95 North

91-645 Owen RdTo:

From:

Sussex County 0.21

North

95

3786/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 970 0.074 970G F G

I-95 North

SR 40 Sussex DrTo:

From:

Sussex County 0.23

North

95

Ramp 1300 0.082 1300G F G

I-95 North

91-602 Cabin Point RdTo:

From:

Sussex County 0.21

North

95

Carson Rest Area Ramp 610 0% 1% 0.113 600F F0% 20% C F

I-95 North to Rest Area

Enter Rest Area Parking Lot

78%

North From:

To:

From:

Prince George County 0.19 0%

North

95

Exit Rest Area Parking Lot

Carson Rest Area Ramp 610 0% 1% 0.113 600N F0% 20% N N

I-95 North from Rest Area

78%To:

Prince George County 0.20 0%95

Ramp 350 0.098 350G F G

I-95 North

74-623 Rowanty RdTo:

From:

Prince George County 0.25

North

95

Ramp 1200 0.089 1200F F F

I-95 North to Weigh Station

I-95 North from Weigh StationTo:

From:

Prince George County 0.36

North

95

Ramp 480 0.119 480G F G

I-95 North

SR 35 Courtland RdTo:

From:

Prince George County 0.23

North

95

Ramp 800 0.103 800G F G

I-95 North

US 301 Crater RdTo:

From:

Prince George County 0.08

North

95

Ramp 830 0.109 810A A A

I-95 North

123-9008 Rives RdTo:

From:

City of Petersburg (Maint: 74) 0.17

North

95

Ramp 260 0.140 280A A A

I-95 North

123-9010 Wagner RdTo:

From:

City of Petersburg (Maint: 74) 0.35

North

95

Ramp 830 0.085 830G F G

I-95 North

123-9010 W, Wagner RdTo:

From:

City of Petersburg (Maint: 74) 0.23

North

95

Ramp 560 0.17 560G F G

I-95 North Collector Rd

US 460 E, County DrTo:

From:

City of Petersburg (Maint: 74) 0.11

North

95

Ramp 400 0.09 400G F G

I-95 Collector Rd

US 301 N, Crater RdTo:

From:

City of Petersburg (Maint: 74) 0.14

North

95

Ramp 1300 0.122 1300G F G

I-95 North Collector Rd

US 301 S, Crater RdTo:

From:

City of Petersburg (Maint: 74) 0.16

North

95

3796/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

I-95 North CD Rd at US 460; US 301 2700 0.091 2700G F G

I-95 North

Ramp to US 460 EastNorth From:

To:

From:

City of Petersburg (Maint: 74) 0.04

North

95

I-95 North CD Rd at US 460; US 301 2100 0.100 2100G F G

Ramp From US 460 WestNorth From:

To:

City of Petersburg (Maint: 74) 0.1595

I-95 North CD Rd at US 460; US 301 9700 0.155 11000A A A

Ramp to US 301 North

North From:

To:

City of Petersburg (Maint: 74) 0.2695

Ramp to US 301 Crater Rd NORTH

I-95 North CD Rd at US 460; US 301 NA NA NA

Ramp to US 301 Crater Rd SOUTHNorth From:

To:

City of Petersburg (Maint: 74) 0.2295

I-95 North CD Rd at US 460; US 301 9200 0.134 9200G F G

Ramp From US 301 Crater RdNorth From:

To:

City of Petersburg (Maint: 74) 0.0695

I-95 North CD Rd at US 460; US 301 14000 0.13 15000A A A

Ramp to BUS US 460 Wythe St, US 460 Washington StNorth From:

To:

City of Petersburg (Maint: 74) 0.1495

I-95 North CD Rd at US 460; US 301 NA NA NA

I-95 NorthTo:

City of Petersburg (Maint: 74) 0.0195

Ramp 2800 0.089 2800G F G

I-95 North Collector Rd

I-85 North Exit 68B To Wythe St & Washington StTo:

From:

City of Petersburg (Maint: 26) 0.47

North

95

Ramp 5200 0.107 5200G F G

I-95 North

I-85 SouthTo:

From:

City of Petersburg (Maint: 26) 0.43

North

95

Ramp 1400 0.125 1400G F G

I-95 North

US 301 Par, Bank StTo:

From:

City of Petersburg (Maint: 74) 0.19

North

95

Ramp 9500 0.113 9600A A A

I-95 North

106-2 Southpark BlvdTo:

From:

City of Colonial Heights (Maint: 20) 0.21

North

95

Ramp 4600 0% 0% 0.094 4900G F0% 1% C G

I-95 North

I-95 South Exit 54A Ramp

98%To:

From:

City of Colonial Heights (Maint: 20) 0%

North

95

Ramp 6100 0.087 6500G F G

I-95 North

20-746 Ruffin Mill RdTo:

From:

Chesterfield County 0.29

North

95

Ramp 2100 0.072 2200G F G

I-95 North

SR 10 E, West Hundred RdTo:

From:

Chesterfield County 0.38

North

95

3806/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 3600 0.11 3800G F G

I-95 North

SR 10 W, West Hundred RdTo:

From:

Chesterfield County 0.24

North

95

Ramp 3400 0.121 3900A A A

I-95 North

20-613 Willis RdTo:

From:

Chesterfield County 0.09

North

95

Ramp 2100 0.125 2300A A A

I-95 North

SR 895 EastTo:

From:

Chesterfield County 0.70

North

95

Ramp 12000 0.1 13000G F G

I-95 North

1SR 150-PTo:

From:

Chesterfield County 0.48

North

95

Ramp 5200 0.146 5500G F G

I-95 North

I-95 South Exit 69A RampTo:

From:

City of Richmond (Maint: 20) 0.30

North

95

Ramp 2100 0.191 2300A A A

I-95 North

I-95 South Exit 73ATo:

From:

City of Richmond (Maint: 20) 0.50

North

95

Ramp NA NA NA

I-95 North

SR 195To:

From:

City of Richmond (Maint: 43) 0.26

North

95

Ramp 8300 0.135 9000G F G

I-95 North

I-95 North Exit 74D Ramp to 17th StreetNorth From:

To:

From:

City of Richmond (Maint: 43) 0.06

North

95

Ramp 3200 0.184 3500G F G

I-95 South Exit 74C RampTo:

City of Richmond (Maint: 43) 0.1495

Ramp 5100 0.115 5500G F G

I-95-N074C TO BROAD ST VIA 17TH ST

1US 360-P; 127-7608 VENABLE STTo:

From:

City of Richmond (Maint: 43)

North

95

Ramp 21000 0.09 23000A A A

I-95 North

Ramp to 7th StreetTo:

From:

City of Richmond (Maint: 43) 0.14

North

95

Ramp 1600 0.106 1700G F G

I-95 North Exit 75A

7th StreetTo:

From:

City of Richmond (Maint: 43) 0.16

North

95

Ramp 8600 0.081 9200G F G

I-95 North

127-50 Chamberlayne PkwyTo:

From:

City of Richmond (Maint: 43) 0.10

North

95

Ramp 4400 0.099 4600G F G

I-95 North

127-7603 Hermitage RdTo:

From:

City of Richmond (Maint: 43) 0.12

North

95

3816/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 4200 0% 1% 0.114 4400A A0% 0% F A

I-95 North

127-7576 Westbrook Ave

99%To:

From:

City of Richmond (Maint: 43) 0.15 0%

North

95

Ramp 4400 0.085 4700G F G

I-95 North

Wilmer AveTo:

From:

Henrico County 0.13

North

95

Ramp 5100 0.13 5600A A A

I-95 North

US 301; 2US 301-P FROM RTo:

From:

Henrico County 0.18

North

95

Ramp 1900 0.135 2000G F G

I-95 North

SR 73 E, Parham RdTo:

From:

Henrico County 0.27

North

95

Ramp 4800 0.088 5100G F G

I-95 North

SR 73 W, Parham RdTo:

From:

Henrico County 0.22

North

95

Ramp 3400 0.137 3700G F G

I-95 North

I-295 East Collector RoadTo:

From:

Henrico County 0.30

North

95

Ramp 8600 0.105 9200G F G

I-95 North

I-295 West Collector RoadTo:

From:

Henrico County 0.24

North

95

Ramp 8900 0.113 8900G F G

I-95 North Collector Rd

42-656 E, Sliding Hill RdTo:

From:

Hanover County 0.40

North

95

Ramp 4000 0.148 4000G F G

I-95 North Collector Rd

42-656 W, Sliding Hill RdTo:

From:

Hanover County 0.24

North

95

Collector Distributor Ramp 13000 0.114 13000G F G

I-95 North

I-95 North Exit 86A RampNorth From:

To:

From:

Hanover County 0.18

North

95

Collector Distributor Ramp 3900 0.144 3900G F G

Ramp from 42-656 E, Sliding Hill RdNorth From:

To:

Hanover County 0.1695

Collector Distributor Ramp 5200 0.125 5200G F G

I-95 North Exit 86B RampNorth From:

To:

Hanover County 0.1995

Collector Distributor Ramp 1300 0.086 1300G F G

Ramp from 42-656 W, Sliding Hill RdNorth From:

To:

Hanover County 0.1895

Collector Distributor Ramp 2400 0.091 2400G F G

I-95 NorthTo:

Hanover County 0.0895

3826/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 4900 0.090 2800G F G

I-95 North

42-802 Lewistown RdTo:

From:

Hanover County

North

95

Ramp 1300 0.112 3800G F G

I-95 North

SR 54 East Patrick Henry RdTo:

From:

Town of Ashland (Maint: 42) 0.19

North

95

Ramp 5800 0.105 5400G F G

I-95 North

SR 54 W, East Patrick Henry RdTo:

From:

Town of Ashland (Maint: 42) 0.24

North

95

Ramp 2700 0.114 1500G F G

I-95 North

Ramp SplitTo:

From:

Hanover County 0.17

North

95

Ramp 7200 1% 2% 0.088 7000F F1% 37% C F

I-95 North

SR 207 N, Rogers Clark Blvd

58%To:

From:

Caroline County 0.29 1%

North

95

Ladysmith Rest Area Ramp 2300 0.136 2100N A N

I-95 North to Rest Area

Enter Rest Area Parking Lot

North From:

To:

From:

Caroline County 0.17

North

95

Exit Rest Area Parking Lot

Ladysmith Rest Area Ramp 2300 0.136 2100A A A

I-95 North from Rest AreaTo:

Caroline County 0.0795

Ramp 3000 0.108 2900F F F

I-95 North

16-639 Ladysmith RdTo:

From:

Caroline County 0.15

North

95

Ramp 2200 0.101 6100G F G

I-95 North

88-606 Mudd Tavern RdTo:

From:

Spotsylvania County 0.22

North

95

Ramp 3600 0.11 2900G F G

I-95 North

US 1 N, Jefferson Davis HwyTo:

From:

Spotsylvania County

North

95

Ramp 1800 0.094 2600G F G

I-95 North

US 1 S, Jefferson Davis HwyTo:

From:

Spotsylvania County 0.08

North

95

Ramp 3000 0.095 3800G F G

I-95 North

SR 3 E, Plank RdTo:

From:

City of Fredericksburg (Maint: 88) 0.37

North

95

Ramp 5800 0.075 1900G F G

I-95 North

SR 3 W, Plank RdTo:

From:

City of Fredericksburg (Maint: 88)

North

95

Ramp 1900 1% 2% 0.123 2000G F1% 3% C G

I-95 North Collector Rd

US 17 South

92%To:

From:

Stafford County 0.29 0%

North

95

3836/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp, I-95 N to US 17 N 15000 1% 1% 0.09 16000G F1% 9% C G

I-95 North Collector Rd

US 17 N, Warrenton Rd

87%To:

From:

Stafford County17 0.16 0%

North

95

Collector Rd 16000 1% 1% 0.09 17000G F1% 9% C G

I-95 North

I-95 North Exit 133A Ramp to US 17 South

87%

North From:To:

From:

Stafford County17 0.45 0%

North

95

Collector Rd 14000 0.092 15000G F G

Ramp from US 17 South

North From:

To:

Stafford County17 0.3095

US 17-S180A FROM RT 17 SOUTH @ 17 BUS

Collector Rd 20000 0.090 21000G F G

I-95-N133B RAMP TO RT 17

North From:

To:

Stafford County17 0.2095

I-95 North Collector Rd

Collector Rd 5100 0.094 5400G F G

C1US 17-N002A FROM RT 17 BUS NORTHNorth From:

To:

Stafford County 0.1895

Collector Rd 10000 0% 1% 0.088 11000G F1% 1% F G

I-95 North

97%To:

Stafford County 0.36 0%95

Ramp 4500 0.117 4400G F G

I-95 North

Centreport PkwyTo:

From:

Stafford County 0.37

North

95

Ramp 5700 0.088 6100F F F

I-95 North

89-630 Courthouse RdTo:

From:

Stafford County 0.19

North

95

Ramp 4400 0% 1% 0.089 4700G F1% 2% C G

I-95 North

US 1 Jefferson Davis Hwy

96%To:

From:

Stafford County 0.20 0%

North

95

Ramp 6000 1% 1% 0.085 6400F F0% 1% C F

I-95 North

89-610 W, Garrisonville Rd

97%To:

From:

Stafford County 0.25 0%

North

95

NA NA NA

I-95 N

Temp South End of I-95 R.To:

From:

Stafford County 0.12

North

95

Ramp 3200 0.199 3200G F G

I-95-N TO GOVERNMENT RD

FROM RT 95To:

From:

Prince William County 0.13

North

95

Ramp 2500 0% 1% 0.11 3000G F0% 0% F G

I-95 North

Split of ramp from I-95 North to 76-619 Joplin Rd

99%To:

From:

Prince William County 0.08 0%

North

95

Ramp 1800 0.114 1800G F G

I-95 North

SR 234 Dumfries RdTo:

From:

Prince William County 0.24

North

95

3846/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 7000 0.098 7000G F G

I-95 North

SR 234 Dumfries RdTo:

From:

Prince William County 0.22

North

95

Dale City Truck-Only Rest Area Ramp 5300 4% 2% 0.104 5600N F2% 52% N N

I-95 North to Scales

Enter Scales

38%

North From:

To:

From:

Prince William County 0.22 2%

North

95

Exit Rest Area Parking Lot

Dale City Truck-Only Rest Area Ramp 5300 4% 2% 0.104 5600G F2% 52% C G

I-95 North from Rest Area

38%To:

Prince William County 0.45 2%95

Ramp 4100 0.091 4100G F G

I-95 North Collector Rd

76-784 Dale BlvdTo:

From:

Prince William County 0.29

North

95

Ramp 4000 0.124 4000G F G

I-95 Collector Rd

76-784 Dale BlvdTo:

From:

Prince William County 0.24

North

95

Dale City Car-Only Rest Area Ramp 1700 0% 1% 0.298 1500N A0% 0% N N

I-95 North to Rest Area

Enter Rest Area Parking Lot

97%

North From:

To:

From:

Prince William County 0.20 0%

North

95

Exit Rest Area Parking Lot

Dale City Car-Only Rest Area Ramp 1700 0% 1% 0.298 1500A A0% 0% C A

I-95 North from Rest Area

97%To:

Prince William County 0.23 0%95

Collector Rd 10000 0.131 10000G F G

I-95 North

I-95 North Exit 156A to 76-784 Dale Blvd

North From:

To:

From:

Prince William County 0.19

North

95

Ramp from Opitz Blvd West

Collector Rd 19000 NA 21000G G

I-95 NorthTo:

Prince William County 0.2195

Ramp 3200 0.091 3400G F G

I-95 North Collector Rd

SR 294 Prince William PkwyTo:

From:

Prince William County 0.26

North

95

Ramp 5500 0.085 5500G F G

I-95 North Collector Rd

SR 294 Prince William PkwyTo:

From:

Prince William County

North

95

Ramp 9100 NA 9900G G

I-95 North

I-95-N158A TO RT 3000 EAST

North From:

To:

From:

Prince William County 0.12

North

95

76-3000-W014B FROM RT 3000 WEST

Ramp 14000 NA 16000G G

I-95 NorthTo:

Prince William County 0.1295

Ramp 1100 0.084 1100G F G

I-95 North

SR 123 Gordon BlvdTo:

From:

Prince William County 0.32

North

95

3856/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 8000 0.081 8000G F G

I-95 North

Commuter Parking Lot ExitNorth From:

To:

From:

Prince William County 0.13

North

95

Ramp 8000 0.081 8000N F N

Commuter Parking Lot EntranceNorth From:

To:

Prince William County 0.1495

Ramp 8000 0.081 8000N F N

SR 123 Gordon BlvdTo:

Prince William County 0.0195

Exit 161 Ramp 12000 1% 1% 0.131 11000G F0% 8% F G

I-95 North

US 1 Richmond Hwy

90%To:

From:

Fairfax County 0.47 0%

North

95

Ramp 2700 0.106 2700G F G

I-95 North

29-642 Lorton RdTo:

From:

Fairfax County 0.23

North

95

Ramp 5000 0.128 5000G F G

I-95 North

I-95 North Exit 166C to Loisdale Road

North From:

To:

From:

Fairfax County 0.22

North

95

I-95-N166C TO LOISDALE ROAD @ FFX CO P

Ramp NA NA NA

FROM ROUTE 95 NORTHTo:

Fairfax County 0.0495

Ramp 4600 0.117 4600G F G

I-95 North

SR 286 N, Fairfax County PkwyTo:

From:

Fairfax County 0.18

North

95

Ramp NA NA NA

I-95-N166A TO LOISDALE ROAD @ FFX CO P

FAIRFAX CO PARKWAY FIARFATo:

From:

Fairfax County 0.03

North

95

Ramp 8300 0.103 8300G F G

I-95 North

I-95 North Exit 169B Ramp to Old Keene Mill RdNorth From:

To:

From:

Fairfax County 0.33

North

95

Ramp 6100 0.110 6100G F G

29-789 Loisdale RdTo:

Fairfax County 0.1295

Ramp 2300 0.095 2300G F G

I-95-N169A TO RT 64400- OLD KEEN MILL R

29-644 FROM 95 NORTHTo:

From:

Fairfax County 0.59

North

95

Ramp 10000 0.104 11000A A A

I-95 North

29-613 Van Dorn StTo:

From:

Fairfax County 0.18

North

95

Ramp 4100 0.169 4100G F G

I-95 North

Eisenhower Ave ConnectorTo:

From:

Fairfax County 0.10

North

95

3866/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 7800 0.102 7800G F G

I-95 North

SR 241 Telegraph RdTo:

From:

Fairfax County

North

95

Ramp 9300 0.164 9300G F G

I-95 North

I-95 South Exit 175B RampTo:

From:

Fairfax County 0.48

North

95

Exit 177 A B NA NA NA

I-95 N

Exit 177 A; Exit 177 B

North From:

To:

From:

City of Alexandria (Maint: 29) 0.11

North

95

Exit 177 A B

Exit 177 A NA NA NA

US 1 Richmond Hwy STo:

City of Alexandria (Maint: 29)95

Ramp NA NA NA

I-95 N

US 1 Patrick St NTo:

From:

City of Alexandria (Maint: 29) 0.37

North

95

10000 0.182 10000A A A

Stafford County Line

I-95 Between 76-6 Joplin Rd and SR 234 Dumfries Rd

Rev From:

To:

From:

Prince William County

Rev

95

I-95 Near 89-610 Garrisonville

10000 0.182 10000N A N

Prince William County Line

Rev From:

To:

Stafford County95

I-95 Between 76-6 Joplin Rd and SR 234 Dumfries Rd

11000 1% 0% 0.184 12000A A0% 0% C A

Ramp Fr I-95 N Between SR 234 and 76-784 Dale Blvd

99%

Rev From:

To:

Prince William County 0%95

141000 1% 1% 0.063 139000G F1% 8% F G90% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route: 0.524

11000 1% 0% 0.184 12000N A0% 0% N N

Ramp to I-95 S Between SR 234 and 76-784 Dale Blvd

99%

Rev From:

To:

Prince William County 0.15 0%95

147000 1% 1% NA 147000N 0% 6% N N92% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

7000 1% 0% 0.097 9700G F0% 0% F G

76-784 Dale Blvd

99%

Rev From:To:

Prince William County 3.05 0%95

142000 1% 1% NA 145000G 0% 7% F G91% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

5300 1% 0% 0.122 6900G F0% 0% F G

76-3000 Prince William Pkwy

99%

Rev From:

To:

Prince William County 0.95 0%95

Temp South End of I-95 R

169000 1% 1% NA 170000G 0% 7% F G91% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

6800 0.170 6900A A A

Ramp to 89-610 Garrisonville Rd.

Rev From:

To:

Stafford County 1.3095

76-3000 Prince William Pkwy

17000 1% 0% 0.107 NAG F0% 2% F

SR 123 Gordon Blvd

97%

To:

Prince William County 1.65 0%95

181000 1% 1% NA NAG 0% 6% F92% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

3876/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

23000 1% 1% 0.247 28000A A0% 0% C A

SR 123 Gordon Blvd

Fairfax County Line, Occoquan River

98%

Rev From:

To:

From:

Prince William County 0.29 0%

Rev

95

Prince William County Line

189000 1% 1% NA 194000G 0% 6% F G92% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

1

23000 1% 1% 0.247 28000A A0% 0% C A

US 1 Richmond Hwy

98%

Rev From:

To:

Fairfax County 1.07 0%95

189000 1% 1% NA 194000G 0% 6% F G92% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

1

28000 1% 0% 0.101 33000G F0% 2% F G

Frm I-95 NB North of 29-642 Lorton Rd

97%

Rev From:To:

Fairfax County 3.71 0%95

200000 1% 1% NA 204000G 0% 6% F G92% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

28000 1% 0% 0.101 33000N F0% 2% N N

To I-95 SB South of Newington

97%

Rev From:To:

Fairfax County 0.41 0%95

167000 1% 1% NA 169000N 0% 6% N N92% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

29000 1% 1% 0.085 38000G F1% 3% F G

To I-95 NB North of 29-7100

94%

Rev From:To:

Fairfax County 0.92 0%95

168000 1% 1% NA 173000G 1% 6% F G91% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

25000 1% 1% 0.085 25000G F1% 3% F G

Frm I-95 SB On Ramp South of 29-644

94%

Rev From:

To:

Fairfax County 0.71 0%95

223000 1% 1% NA 222000G 1% 7% F G91% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

19000 1% 1% 0.094 24000G F1% 3% F G

29-7900 Franconia-Springfield Pkwy Pointing South

94%

Rev From:

To:

Fairfax County 0.78 0%95

231000 1% 1% NA 236000N 1% 7% N N91% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

19000 1% 1% 0.094 24000N F1% 3% N N

29-7900 Franconia-Springfield Pkwy Pointing North

94%

Rev From:

To:

Fairfax County 0.38 0%95

231000 1% 1% NA 236000N 1% 7% N N91% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

19000 1% 1% 0.094 24000N F1% 3% N N

I 395 Rerversible Lanes South of 29-644

94%

To:

Fairfax County 0.28 0%95

231000 1% 1% NA 236000N 1% 7% N N91% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

NA NA NA

Temp South End of I-95 R

I-95 STo:

From:

Stafford County 0.20

Rev

95

19000 1% 1% 0.135 16000A A1% 17% C A

North Carolina State Line

40-629 Skippers

80%

To:

From:

Greensville County 4.39 1%

South

95

38000 1% 1% 0.113 33000A B1% 16% C A81% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.612

3886/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

19000 1% 1% 0.130 16000A A1% 17% F A

40-629 Skippers

US 301 South of Emporia

80%

South From:

To:

From:

Greensville County 3.83 1%

South

95

38000 1% 1% 0.124 33000A A1% 16% F A81% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.503

18000 1% 1% 0.133 16000A A1% 17% F A

SCL Emporia

80%

South From:

To:

Greensville County 1.81 1%95

37000 1% 1% 0.126 32000A A1% 16% F A81% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.540

18000 1% 1% 0.133 16000A A1% 17% F A

US 58

80%

South From:To:

City of Emporia (Maint: 40) 1.24 1%95

37000 1% 1% 0.126 32000A A1% 16% F A81% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.540

16000 1% 1% 0.138 14000A A1% 15% F A

NCL Emporia

82%

South From:To:

City of Emporia (Maint: 40) 0.35 0%95

32000 1% 1% 0.129 28000A A1% 15% F A82% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.558

16000 1% 1% 0.138 14000A A1% 15% F A

40-614 Otterdam Rd

82%

South From:To:

Greensville County 1.89 0%95

32000 1% 1% 0.129 28000A A1% 15% F A82% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.558

16000 1% 1% 0.135 14000A A1% 15% F A

Sussex County Line

82%

South From:

To:

Greensville County 3.63 0%95

Greensville County Line

33000 1% 1% 0.128 28000A A1% 15% F A82% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.571

16000 1% 1% 0.135 14000A A1% 15% F A

US 301

82%

South From:

To:

Sussex County 0.58 0%95

33000 1% 1% 0.128 28000A A1% 15% F A82% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.571

16000 1% 1% 0.138 14000A A1% 15% F A

91-631 Jarratt

82%

South From:

To:

Sussex County 3.04 0%95

32000 1% 1% 0.13 27000A A1% 15% F A82% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.564

14000 1% 1% 0.126 12000A A1% 15% F A

91-645

82%

South From:To:

Sussex County 3.92 0%95

27000 1% 1% 0.133 24000A A1% 15% F A82% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.556

16000 1% 1% 0.133 14000A A1% 15% F A

SR 40 Stony Creek

82%

South From:To:

Sussex County 6.54 0%95

33000 1% 1% 0.126 28000A A1% 15% F A82% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.629

17000 1% 1% 0.132 14000A A1% 15% F A

91-602 Cabin Point Rd

82%

To:

Sussex County 2.52 0%95

33000 1% 1% 0.124 29000A A1% 16% F A81% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.51

3896/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

17000 1% 1% 0.130 15000A A1% 15% F A

91-602 Cabin Point Rd

Prince George County Line

82%

South From:

To:

From:

Sussex County 0.97 0%

South

95

Sussex County Line

34000 1% 1% 0.124 30000A A1% 16% F A81% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.510

17000 1% 1% 0.130 15000A A1% 15% F A

74-623 Carson

82%

South From:

To:

Prince George County 2.91 0%95

34000 1% 1% 0.124 30000A A1% 16% F A81% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.510

15000 0% 0% 0.105 15000F B0% 0% F F

US 301, SR 35, SR 156

99%

South From:To:

Prince George County 3.42 0%95

32000 0% 1% 0.1 30000F B0% 5% F F93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.596

21000 1% 1% 0.085 18000F F1% 15% C F

US 301

82%

South From:To:

Prince George County 5.45 0%95

43000 1% 1% 0.081 36000F F1% 16% C F81% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.584

21000 1% 1% 0.115 19000A A1% 15% F A

Ramp from I-295 East

82%

South From:To:

Prince George County 0.16 0%95

41000 1% 1% 0.111 38000A A1% 16% F A81% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.523

13000 1% 1% 0.073 11000G F1% 15% F G

Ramp to I-295 West

82%

South From:

To:

Prince George County 0.42 0%95

27000 1% 1% 0.068 24000G F1% 16% F G81% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.517

15000 1% 1% 0.119 13000A A1% 15% F A

Rives Rd; SCL Petersburg

82%

South From:

To:

Prince George County 0.42 0%95

30000 1% 1% 0.109 27000A A1% 16% F A81% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.578

19000 1% 1% 0.111 17000A A1% 15% F A

Wagner Rd

82%

South From:

To:

City of Petersburg (Maint: 74) 1.56 0%95

37000 1% 1% 0.107 34000A A1% 16% F A81% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.583

24000 1% 1% 0.099 23000A A1% 15% F A

End Collector Ramp 460 County Dr

82%

South From:To:

City of Petersburg (Maint: 74) 1.50 0%95

47000 1% 1% 0.098 45000A A1% 16% F A81% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.536

20000 1% 1% 0.107 19000A A1% 15% F A

Begin Collector Rd US 301 Crater Rd

82%

South From:To:

City of Petersburg (Maint: 74) 0.79 0%95

41000 1% 1% 0.098 38000A A1% 16% F A81% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.536

20000 1% 1% 0.099 19000A A1% 15% F A

Ramp From BUS US 460 Washington St; Wythe St

82%

To:

City of Petersburg (Maint: 74) 0.20 0%95

50000 1% 1% 0.098 49000A A1% 16% F A81% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.536

3906/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

NA NA NA

Ramp From BUS US 460 Washington St; Wythe St

I-85 SOUTHSouth From:

To:

From:

City of Petersburg (Maint: 74) 0.33

South

95

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

52000 1% 1% 0.083 51000G B1% 8% F G

US 301, Bus US 460 Washington St

89%

South From:

To:

City of Petersburg (Maint: 74) 0.66 0%95

97000 1% 1% 0.077 95000G B1% 8% F G89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.516

46000 1% 1% 0.097 46000A A1% 8% F A

SCL Colonial Heights

89%

South From:

To:

City of Petersburg (Maint: 74) 0.48 0%95

NCL Petersburg

97000 1% 1% 0.093 96000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.523

46000 1% 1% 0.097 46000A A1% 8% F A

Southpark Blvd

89%

South From:To:

City of Colonial Heights (Maint: 20) 0.37 0%95

97000 1% 1% 0.093 96000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.523

43000 1% 1% 0.093 43000A A1% 8% F A

SR 144 Temple Ave

89%

South From:To:

City of Colonial Heights (Maint: 20) 1.05 0%95

87000 1% 1% 0.092 86000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.546

47000 1% 1% 0.095 47000A A1% 8% C A

NCL Colonial Heights

89%

South From:

To:

City of Colonial Heights (Maint: 20) 2.15 0%95

95000 1% 1% 0.092 95000A A1% 8% C A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

47000 1% 1% 0.095 47000A A1% 8% C A

20-620 Woods Edge Rd

89%

South From:

To:

Chesterfield County 1.60 0%95

95000 1% 1% 0.092 95000A A1% 8% C A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

44000 1% 1% 0.098 44000A A1% 8% F A

SR 10 West Hundred Rd

89%

South From:

To:

Chesterfield County 3.25 0%95

90000 1% 1% 0.092 91000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.516

56000 1% 1% 0.097 58000A A1% 8% F A

SR 288

89%

South From:To:

Chesterfield County 1.46 0%95

112000 1% 1% 0.095 116000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.522

49000 1% 1% 0.107 50000A A1% 8% F A

20-613 Willis Rd

89%

South From:To:

Chesterfield County 2.18 0%95

98000 1% 1% 0.092 100000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.597

51000 1% 1% 0.105 53000A A1% 8% F A

SR 150 Chippenham Pkwy

89%

To:

Chesterfield County 3.14 0%95

102000 1% 1% 0.092 105000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.607

3916/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

49000 1% 1% 0.110 50000A A1% 8% F A

SR 150 Chippenham Pkwy

SCL Richmond

89%

South From:

To:

From:

Chesterfield County 0.24 0%

South

95

97000 1% 1% 0.09 100000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.644

49000 1% 1% 0.110 50000A A1% 8% F A

SR 161 Bells Rd

89%

South From:

To:

City of Richmond (Maint: 20) 1.39 0%95

97000 1% 1% 0.09 100000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.644

48000 1% 1% 0.105 49000A A1% 8% C A

Maury St

89%

South From:To:

City of Richmond (Maint: 20) 3.86 0%95

95000 1% 1% 0.089 97000A A1% 8% C A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.564

56000 1% 1% 0.095 58000A A1% 8% F A

SR 195 Downtown Expy

89%

South From:To:

City of Richmond (Maint: 20) 0.75 0%95

111000 1% 1% 0.086 114000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.575

72000 1% 1% 0.093 74000A A1% 8% F A

US 250 Broad St

89%

South From:To:

City of Richmond (Maint: 43) 0.45 0%95

133000 1% 1% 0.086 137000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.583

67000 1% 1% 0.087 69000A A1% 8% F A

I-64 South Interchange

89%

WestEastSouth From:

To:

City of Richmond (Maint: 43) 1.02 0%95

131000 1% 1% 0.086 135000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.583

73000 1% 1% 0.09 75000A A1% 6% F A

US 1, US 301 Belvidere St

91%

WestEastSouth From:

To:

City of Richmond (Maint: 43)64 64 0.25 0%95

141000 1% 1% 0.084 145000A A1% 5% F A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.53

59000 1% 1% 0.09 61000A A1% 6% F A

Leigh St; Gilmer St

91%

WestEastSouth From:

To:

City of Richmond (Maint: 43)64 64 0.28 0%95

117000 1% 1% 0.085 120000A A1% 5% F A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.503

67000 1% 1% 0.09 69000A A1% 6% C A

SR 161 Boulevard

91%

WestEastSouth From:To:

City of Richmond (Maint: 43)64 64 2.19 0%95

132000 1% 1% 0.085 135000A A1% 5% C A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

72000 1% 1% 0.086 74000A A1% 6% F A

I-64 North Interchange, I-195

91%

South From:To:

City of Richmond (Maint: 43)64 64 0.48 0%95

141000 1% 1% 0.087 146000A A1% 5% F A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.516

59000 0% 2% 0.101 60000B A1% 8% F B

NCL Richmond; SR 161 Hermitage Rd

89%

To:

City of Richmond (Maint: 43) 1.01 1%95

113000 0% 2% 0.092 115000B A1% 8% F B89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.508

3926/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

53000 0% 2% 0.094 54000A A1% 8% F A

NCL Richmond; SR 161 Hermitage Rd

US 1 Brook Rd

89%

South From:

To:

From:

Henrico County 0.76 1%

South

95

104000 0% 2% 0.09 106000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.52

48000 0% 2% 0.099 48000A A1% 8% F A

US 301 Chamberlayne Ave

89%

South From:

To:

Henrico County 1.06 1%95

94000 0% 2% 0.092 95000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.522

44000 0% 2% 0.093 44000A A1% 8% C A

SR 73 Parham Rd

89%

South From:To:

Henrico County 1.60 1%95

89000 0% 2% 0.093 89000A A1% 8% C A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.538

43000 0% 2% 0.098 43000A A1% 8% F A

I-295

89%

South From:To:

Henrico County 2.04 1%95

86000 0% 2% 0.092 86000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.533

63000 1% 1% 0.095 61000A A1% 12% F A

Hanover County Line

83%

South From:

To:

Henrico County 0.98 1%95

Henrico County Line

115000 1% 1% 0.093 111000A A1% 12% F A83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.574

63000 1% 1% 0.095 61000A A1% 12% F A

42-656 Sliding Hill Rd

83%

South From:

To:

Hanover County 0.63 1%95

115000 1% 1% 0.093 111000A A1% 12% F A83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.574

53000 1% 1% 0.094 50000A A1% 12% C A

42-802 Lewistown Rd

83%

South From:

To:

Hanover County 2.36 1%95

113000 1% 1% 0.073 105000G F1% 12% F G83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.554

51000 1% 1% 0.096 47000A A1% 12% F A

SCL Ashland

83%

South From:

To:

Hanover County 1.87 1%95

100000 1% 1% 0.095 93000A A1% 12% F A83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.503

51000 1% 1% 0.096 47000A A1% 12% F A

SR 54 England St

83%

South From:To:

Town of Ashland (Maint: 42) 0.87 1%95

100000 1% 1% 0.095 93000A A1% 12% F A83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.503

47000 1% 1% 0.102 42000A A1% 12% F A

NCL Ashland

83%

South From:To:

Town of Ashland (Maint: 42) 1.38 1%95

92000 1% 1% 0.101 83000A A1% 11% F A85% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.505

47000 1% 1% 0.102 42000A A1% 12% F A

SR 30 Kings Dominion Boulevard

83%

To:

Hanover County 4.77 1%95

92000 1% 1% 0.101 83000A A1% 11% F A85% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.505

3936/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

45000 1% 1% 0.104 41000A A1% 12% F A

SR 30 Kings Dominion Boulevard

Caroline County Line

83%

South From:

To:

From:

Hanover County 2.88 1%

South

95

Hanover County Line

90000 1% 1% 0.102 81000A A1% 13% F A83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.508

45000 1% 1% 0.104 41000A A1% 12% F A

SR 207 Rogers Clark Blvd

83%

South From:

To:

Caroline County 3.67 1%95

90000 1% 1% 0.102 81000A A1% 13% F A83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.508

40000 1% 1% 0.066 36000F F1% 2% F F

16-639 Ladysmith Rd

96%

South From:To:

Caroline County 6.02 0%95

81000 1% 1% 0.063 73000F F1% 8% F F89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.537

43000 1% 1% 0.102 39000A A1% 14% F A

Spotsylvania County Line

82%

South From:

To:

Caroline County 6.05 1%95

Caroline County Line

86000 1% 1% 0.099 78000A A1% 14% F A83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.525

43000 1% 1% 0.102 39000A A1% 14% F A

88-606 Mudd Tavern Rd

82%

South From:To:

Spotsylvania County 2.07 1%95

86000 1% 1% 0.099 78000A A1% 14% F A83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.525

44000 1% 1% 0.101 40000A A1% 14% C A

US 1, US 17 Jefferson Davis Hwy

82%

South From:

To:

Spotsylvania County 7.07 1%95

88000 1% 1% 0.099 79000A A1% 14% C A83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.549

54000 1% 1% 0.09 51000A A1% 14% F A

SCL Fredericksburg

82%

South From:

To:

Spotsylvania County17 3.10 1%95

105000 1% 1% 0.089 101000A A1% 14% F A83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.507

54000 1% 1% 0.09 51000A A1% 14% F A

SR 3 Plank Rd

82%

South From:

To:

City of Fredericksburg (Maint: 88)17 1.61 1%95

105000 1% 1% 0.089 101000A A1% 14% F A83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.507

65000 1% 1% 0.084 64000A A1% 14% F A

Stafford County Line

82%

South From:

To:

City of Fredericksburg (Maint: 88)17 1.76 1%95

NCL Fredericksburg

131000 1% 1% 0.081 128000A A1% 14% F A83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

65000 1% 1% 0.084 64000A A1% 14% F A

US 17; BUS US 17 Warrenton Rd

82%

South From:To:

Stafford County17 1.26 1%95

131000 1% 1% 0.081 128000A A1% 14% F A83% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

60000 1% 1% 0.076 58000G B1% 10% F G

89-8900 Centreport Pkwy

88%

To:

Stafford County 2.58 0%95

113000 1% 1% 0.072 113000G B1% 9% F G89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.503

3946/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

59000 1% 1% 0.085 59000A A1% 10% F A

89-8900 Centreport Pkwy

89-630 Courthouse Rd

88%

South From:

To:

From:

Stafford County 4.11 0%

South

95

121000 1% 1% 0.079 121000A A1% 9% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.511

60000 1% 1% 0.085 59000A A1% 10% C A

89-610 Garrisonville Rd

88%

South From:

To:

Stafford County 3.53 0%95

127000 1% 1% 0.074 123000F F1% 9% C F89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.511

63000 1% 1% 0.084 62000A A1% 10% F A

Prince William County Line

88%

South From:

To:

Stafford County 4.06 0%95

Stafford County Line

127000 1% 1% 0.075 127000A F1% 9% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

63000 1% 1% 0.084 62000A A1% 10% F A

Russell Rd Quantico

88%

South From:To:

Prince William County 0.34 0%95

127000 1% 1% 0.075 127000A F1% 9% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

61000 1% 1% 0.079 60000A A1% 10% F A

76-619 Joplin Rd

88%

South From:To:

Prince William County 2.02 0%95

124000 1% 1% 0.074 124000A A1% 9% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.524

63000 1% 1% 0.069 62000G F1% 10% F G

SR 234 Dumfries Rd

88%

South From:

To:

Prince William County 2.85 0%95

141000 1% 1% NA 139000G 1% 8% F G90% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

69000 0% 1% 0.078 68000A A0% 6% C A

76-784 Dale Blvd

92%

South From:

To:

Prince William County 4.23 0%95

142000 1% 1% 0.065 145000G F0% 7% F G91% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route: 0.649

90000 0% 1% 0.073 89000G F0% 6% F G

SR 3000 Prince William Pkwy

92%

South From:

To:

Prince William County 1.58 0%95

169000 1% 1% NA 170000G 0% 7% F G91% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

81000 0% 1% 0.065 80000G F0% 6% F G

SR 123 Gordon Blvd

92%

South From:To:

Prince William County 1.91 0%95

181000 1% 1% NA NAG 0% 6% F92% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

81000 0% 1% 0.072 81000G F0% 6% F G

Fairfax County Line, Occoquan River

92%

South From:

To:

Prince William County 0.29 0%95

Prince William County Line, Occoquan River

189000 1% 1% NA 194000G 0% 6% F G92% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

81000 0% 1% 0.072 81000G F0% 6% F G

US 1 Richmond Hwy

92%

To:

Fairfax County 0.80 0%95

189000 1% 1% NA 194000G 0% 6% F G92% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

3956/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

85000 0% 1% 0.071 84000G F0% 6% F G

US 1 Richmond Hwy

29-642 Lorton Rd

92%

South From:

To:

From:

Fairfax County 2.04 0%

South

95

200000 1% 1% NA 204000G 0% 6% F G92% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

91000 0% 1% 0.071 91000G F0% 6% F G

Ramp From Express Lanes

92%

South From:

To:

Fairfax County 2.49 0%95

216000 1% 1% NA 220000G 0% 6% F G92% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

58000 0% 1% 0.079 57000G F0% 6% F G

29-617 Backlick Rd; 29-7100 Fairfax County Pkwy

92%

South From:To:

Fairfax County 0.66 0%95

168000 1% 1% NA 173000G 1% 6% F G91% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

93000 0% 1% 0.069 92000G F0% 6% F G

Ramp to Express Lanes

92%

South From:To:

Fairfax County 1.27 0%95

223000 1% 1% NA 222000G 1% 7% F G91% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

108000 0% 1% 0.072 107000G F0% 6% F G

29-644 Franconia Rd; Old Keene Mill Rd

92%

South From:To:

Fairfax County 1.00 0%95

231000 1% 1% NA 236000N 1% 7% N N91% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

74000 0% 1% 0.075 73000G F0% 6% F G

I-395

92%

South From:

To:

Fairfax County 0.85 0%95

202000 1% 1% NA 209000G 0% 6% F G92% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

Ramp 74000 0% 1% 0.075 73000N F0% 6% N N

I-495 Capital Beltway

92%

South From:

To:

Fairfax County 1.38 0%95

I-495

179000 1% 1% NA 179000N 0% 7% N N91% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

Capital Beltway 80000 0% 1% 0.094 84000A A0% 6% F A

29-613 Van Dorn St

92%

South From:

To:

Fairfax County 1.22 0%95

160000 1% 1% 0.092 167000A A0% 7% F A91% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.517

Capital Beltway is also signed as I-495

Capital Beltway 83000 0% 1% 0.078 85000G F0% 6% F G

Eisenhower Ave Connector

92%

South From:

To:

Fairfax County 1.20 0%95

161000 1% 1% 0.069 169000G F0% 7% F G91% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.549

Capital Beltway is also signed as I-495

Capital Beltway 78000 0% 1% 0.076 83000G F0% 6% F G

Local Lanes Join

92%

To:

Fairfax County 0.54 0%95

132000 1% 1% 0.072 137000G B0% 7% F G91% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.545

Capital Beltway is also signed as I-495

3966/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Capital Beltway 56000 0% 1% 0.084 62000N F0% 6% N N

Local Lanes Join

SR 241 Telegraph Rd

92%

South From:

To:

From:

Fairfax County 1.87 0%

South

95

190000 0% 1% NA 206000N 0% 6% N N92% 0%Combined Traffic Estimates for 4 Parallel Roadways on this Route:

Capital Beltway 72000 0% 1% 0.084 71000G F0% 6% F G

WCL Alexandria

92%

South From:

To:

Fairfax County 0.48 0%95

Fairfax County Line

194000 1% 1% 0.067 197000N F0% 7% N N91% 0%Combined Traffic Estimates for 4 Parallel Roadways on this Route: 0.516

Capital Beltway is also signed as I-495

Capital Beltway 56000 0% 1% 0.084 62000G F0% 6% F G

US 1 Patrick St

92%

South From:

To:

City of Alexandria (Maint: 29) 0.15 0%95

185000 1% 1% 0.072 201000N F0% 7% N N91% 0%Combined Traffic Estimates for 4 Parallel Roadways on this Route: 0.504

Capital Beltway is also signed as I-495

Capital Beltway 56000 0% 1% 0.084 62000G F0% 6% F G

District of Columbia Line, Potomac River

92%

To:

City of Alexandria (Maint: 29) 1.17 0%95

185000 1% 1% 0.072 201000G F0% 7% F G91% 0%Combined Traffic Estimates for 4 Parallel Roadways on this Route: 0.504

Capital Beltway is also signed as I-495

Ramp 1800 0.079 1800G F G

I-95 South

40-629 Moores Ferry RdTo:

From:

Greensville County 0.14

South

95

Ramp from I-95 South to Ramp to US 301 1100 0.117 1100G F G

I-95 South

Ramp from I-95 North to US 301To:

From:

Greensville County

South

95

Ramp 1200 0.091 1200G F G

I-95 South

US 58 EastTo:

From:

City of Emporia (Maint: 40) 0.13

South

95

Ramp 1400 0.116 1400G F G

I-95 South

US 58 W, West Atlantic StTo:

From:

City of Emporia (Maint: 40)

South

95

Ramp 1200 0.109 1200G F G

I-95 South

40-614 Otterdam RdTo:

From:

Greensville County 0.16

South

95

Ramp 140 0.122 140G F G

I-95 South

US 301 Blue Star HwyTo:

From:

Sussex County 0.15

South

95

Ramp 550 0.197 590A A A

I-95 South

91-631 Jarratt RdTo:

From:

Sussex County 0.23

South

95

Ramp 210 0.156 200A A A

I-95 South

91-645 Owen RdTo:

From:

Sussex County 0.21

South

95

3976/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 840 0.124 870A A A

I-95 South

SR 40 Sussex DrTo:

From:

Sussex County 0.14

South

95

Ramp 1600 0.114 1500A A A

I-95-S TO RT 602

91-602; 91-602- 1A TO RT 95To:

From:

Sussex County 0.21

South

95

Ramp 690 0.160 690F B F

I-95 South

US 301 Crater RdTo:

From:

Prince George County 0.20

South

95

Ramp 1400 0.083 1400F F F

I-95 South to Weigh Station

I-95 South from Weigh StationTo:

From:

Prince George County 0.23

South

95

Ramp 2400 0.106 2400G F G

I-95 South

I-95 South Exit 41BSouth From:

To:

From:

Prince George County 0.22

South

95

Ramp NA NA NA

SR 35 Courtland RdTo:

Prince George County 0.0495

Ramp NA NA NA

I-95 South Exit 41A

SR 35 Courtland RdTo:

From:

Prince George County 0.04

South

95

Ramp 2200 0.141 2200A A A

I-95 South

US 301 Crater RdTo:

From:

Prince George County 0.12

South

95

Ramp 1200 1% 1% 0.092 1100G F1% 20% F G

I-95 South

I-295 North

78%To:

From:

Prince George County 0.36 0%

South

95

Ramp 3900 0.09 3900G F G

I-95 South

123-9008 Rives RdTo:

From:

City of Petersburg (Maint: 74) 0.16

South

95

Ramp 1800 0.084 1800G F G

I-95 South

123-9010 E, Wagner RdTo:

From:

City of Petersburg (Maint: 74) 0.25

South

95

Ramp 4700 0.108 5100A A A

I-95 South

123-9010 W, Wagner RdTo:

From:

City of Petersburg (Maint: 74) 0.31

South

95

Ramp 5600 0% 0% 0.162 5600G F0% 0% C G

I-95 South Collector Rd

123-9012 Graham Rd

99%To:

From:

City of Petersburg (Maint: 74) 0.09 0%

South

95

CD Ramp Near I-85 9000 0.102 9600A A A

I-95 South

Ramp From I-85 NORTHTo:

From:

City of Petersburg (Maint: 74)460

South

95

3986/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

CD Ramp Near I-85 15000 0.093 16000A A A

Ramp From I-85 NORTH

Ramp to Graham RdSouth From:

To:

From:

City of Petersburg (Maint: 74)

South

95

CD Ramp Near I-85 10000 0% 1% 0.112 10000G F1% 7% C G

Ramp from US 301

91%

BusSouth From:To:

City of Petersburg (Maint: 26)460 0.07 0%95

CD Ramp Near I-85 NA NA NA

Ramp from US 301BusSouth From:

To:

City of Petersburg (Maint: 26)460 460 0.1895

CD Ramp Near I-85 10000 0.097 11000G F G

US 460 RampSouth From:

To:

City of Petersburg (Maint: 26)460 460 0.2795 0.786

CD Ramp Near I-85 3200 0.082 3200G F G

I-95 SouthTo:

City of Petersburg (Maint: 26) 0.2295

Ramp 8600 NA NAG

I-95 South

I-95-S052B to Washington StreetSouth From:

To:

From:

City of Petersburg (Maint: 74) 0.12

South

95

Ramp NA NA NA

CEUS 460 FROM RT 95 SOUTHTo:

City of Petersburg (Maint: 74) 0.1995

Ramp 2400 0.098 2600G F G

I-95 South

West Roslyn RdTo:

From:

City of Colonial Heights (Maint: 20) 0.06

South

95

Ramp 9000 0% 1% 0.100 9600G F1% 1% C G

I-95 South

I-95 North Exit 54A Ramp

97%To:

From:

City of Colonial Heights (Maint: 20) 0%

South

95

Ramp 2800 0.122 3000G F G

I-95 South

20-620 E, Woods Edge RdTo:

From:

Chesterfield County 0.17

South

95

Ramp 3900 0.119 4200G F G

I-95 South

20-620 W, Woods Edge RdTo:

From:

Chesterfield County 0.26

South

95

Ramp 12000 0.106 13000G F G

I-95 South

I-95 South Exit 61C To SR 10 WestSouth From:

To:

From:

Chesterfield County 0.17

South

95

Ramp NA NA NA

SR 10 E, West Hundred RdTo:

Chesterfield County 0.0795

Ramp 3900 0.118 4100G F G

I-95 South

SR 10 W, West Hundred RdTo:

From:

Chesterfield County 0.39

South

95

3996/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp NA NA NA

I-95 South Exit 61A to SR 10 East

SR 10 West Hundred RdTo:

From:

Chesterfield County

South

95

Ramp 5000 0% 1% 0.131 5500F F1% 3% F F

I-95 South

SR 288 N Ramp

95%To:

From:

Chesterfield County 0.25 0%

South

95

Ramp 4900 0.09 5200G F G

I-95 South

20-613 Willis RdTo:

From:

Chesterfield County 0.08

South

95

Ramp 4200 0.103 4500G F G

I-95 South

I-95 North Exit 69A RampTo:

From:

City of Richmond (Maint: 20) 0.31

South

95

Ramp 9800 1% 2% 0.085 10000A A3% 5% F A

I-95 South

I-95 North Exit 73A

88%To:

From:

City of Richmond (Maint: 20) 0.22 0%

South

95

I-95 S Exit 74 B 10000 NA NAG

I-95 South

Franklin StTo:

From:

City of Richmond (Maint: 43) 0.07

South

95

Ramp 2800 0.121 3100G F G

I-95 South

I-95 North Exit 74CTo:

From:

City of Richmond (Maint: 43) 0.11

South

95

Ramp 7500 0.076 8000G F G

I-95 South

SR 33 Leigh StTo:

From:

City of Richmond (Maint: 43) 0.08

South

95

Ramp 8800 1% 1% 0.088 9400G F1% 2% C G

I-95 South

SR 161 Boulevard

96%To:

From:

City of Richmond (Maint: 43) 0.21 0%

South

95

Ramp 3300 0.109 3500G F G

I-95 South

2US 301-PTo:

From:

Henrico County 0.22

South

95

Ramp 860 0.149 910G F G

I-95 South

SR 73 E, Parham RdTo:

From:

Henrico County 0.09

South

95

Ramp 3500 0.104 3700G F G

I-95 South

SR 73 W, Parham RdTo:

From:

Henrico County 0.19

South

95

Ramp 20000 0.135 19000A A A

I-95 South

I-295 EastTo:

From:

Henrico County 1.42

South

95

Ramp 8000 0.126 8500G F G

I-95 South

I-295 West Collector RdTo:

From:

Henrico County 0.19

South

95

4006/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 1600 0.085 1600G F G

I-95 South

42-656 E, Sliding Hill RdTo:

From:

Hanover County 0.21

South

95

Ramp 1500 0.138 1500G F G

I-95 South

42-656 W, Sliding Hill RdTo:

From:

Hanover County 0.17

South

95

Ramp 1700 0.105 3200G F G

I-95 South

42-802 Lewistown RdTo:

From:

Hanover County 0.17

South

95

Ramp 2400 0.078 NAG F

I-95 South

I-95 South Exit 92BTo:

From:

Town of Ashland (Maint: 42) 0.16

South

95

Ramp 1100 0.076 1900G F G

I-95 South

Ramp SplitTo:

From:

Hanover County 0.24

South

95

Ramp 4100 1% 1% 0.080 4000F F3% 46% C F

I-95 South

Ramp Split before SR 207

48%To:

From:

Caroline County 0.17 0%

South

95

Ladysmith Rest Area Ramp 1600 2% 2% 0.093 1500N F1% 15% N N

I-95 South to Rest Area

Enter Rest Area Parking Lot

81%

South From:

To:

From:

Caroline County 0.13 0%

South

95

Exit Rest Area Parking Lot

Ladysmith Rest Area Ramp 1600 2% 2% 0.093 1500F F1% 15% C F

I-95 South from Rest Area

81%To:

Caroline County 0.14 0%95

Ramp 3400 0.133 3300F F F

I-95 South

16-639 Ladysmith RdTo:

From:

Caroline County 0.15

South

95

Ramp 3800 0.116 2500G F G

I-95 South

88-606 Mudd Tavern RdTo:

From:

Spotsylvania County 0.24

South

95

Ramp 17000 0.102 1200G F G

I-95 South

US 1 Jefferson Davis HwyTo:

From:

Spotsylvania County 0.32

South

95

Ramp at I-95 Exit 130 5800 0.078 4100G F G

I-95 South

SR 3 E, Plank RdTo:

From:

City of Fredericksburg (Maint: 88) 0.20

South

95

Ramp at I-95 Exit 130 16000 0.096 18000G F G

I-95 South

SR 3 W, Plank RdTo:

From:

City of Fredericksburg (Maint: 88) 0.36

South

95

Fredericksburg Welcome Center Ramp 1600 1% 1% 0.137 1500N A1% 14% N N

I-95 South to Welcome Center

Enter Welcome Center Parking Lot

82%To:

From:

Spotsylvania County 0.06 1%

South

95

4016/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Fredericksburg Welcome Center Ramp 1600 1% 1% 0.137 1500A A1% 14% F A

Exit Welcome Center Parking Lot

I-95 South from Welcome Center

82%To:

From:

Spotsylvania County 0.06 1%

South

95

Ramp 5100 1% 1% 0.087 5500G F1% 2% C G

I-95 South

US 17 S, Warrenton Rd

96%To:

From:

Stafford County 0%

South

95

Ramp 5700 1% 2% 0.088 6000G F2% 5% C G

I-95 South

US 17 N, Warrenton Rd

89%To:

From:

Stafford County 0.31 0%

South

95

Ramp 3000 0.097 2900G F G

I-95 South

Ramp SplitTo:

From:

Stafford County 0.30

South

95

Ramp 5300 0.125 5700F F F

I-95 South

89-630 Courthouse RdTo:

From:

Stafford County 0.15

South

95

Ramp 4200 0% 1% 0.129 4500F F0% 1% C F

I-95 South

89-610 E, Garrisonville Rd

98%To:

From:

Stafford County 0.22 0%

South

95

Ramp 13000 1% 1% 0.142 14000A A0% 1% C A

I-95 South

89-610 Garrisonville Rd

98%To:

From:

Stafford County 0.24 0%

South

95

Ramp 4400 NA 4600G G

I-95 South

Russell RdTo:

From:

Prince William County 0.26

South

95

Ramp 4400 0.117 4400G F G

I-95 South

76-619 Joplin RdTo:

From:

Prince William County 0.28

South

95

Ramp at I-95 Exit 150 370 0.114 370G F G

I-95 South

76-619 Joplin RdTo:

From:

Prince William County 0.17

South

95

Exit 152 A 5600 0.111 5600G F G

I-95 South

SR 234 Dumfries Rd STo:

From:

Prince William County 0.21

South

95

Exit 152 B 5400 0.156 5400G F G

I-95 South

SR 234 Dumfries Rd NTo:

From:

Prince William County 0.23

South

95

Dale City Truck-Only Rest Area Ramp 2500 4% 3% 0.143 3600N A4% 78% N N

I-95 South

Enter Scales

8%

South From:

To:

From:

Prince William County 4%

South

95

Exit Weigh Station; Truck Rest Area Lot

Dale City Truck-Only Rest Area Ramp 2500 4% 3% 0.143 3600A A4% 78% C A

I-95 South

8%To:

Prince William County 0.32 4%95

4026/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 8300 0.113 8300G F G

I-95 South Collector Rd

76-784 Dale BlvdTo:

From:

Prince William County 0.25

South

95

Ramp 13000 0.099 14000G F G

I-95 South Collector Rd

I-95-S156C TO RT 1780South From:

To:

From:

Prince William County 0.22

South

95

Ramp NA NA NA

76-784 FR RT 95To:

Prince William County 0.3095

Exit 156 C NA NA NA

I-95 Exit 156 B

76-1780 Potomac Mills RdTo:

From:

Prince William County 0.18

South

95

Dale City Car-Only Rest Area Ramp 440 0.086 470G F G

I-95 South to Rest Area

Enter Rest Area Parking Lot

South From:

To:

From:

Prince William County 0.06

South

95

Exit Rest Area Parking Lot

Dale City Car-Only Rest Area Ramp 440 0.086 470N F N

I-95 South from Rest AreaTo:

Prince William County 0.0895

Collector Rd 23000 0.102 25000G F G

I-95 South

I-95 South Exit 156B RampTo:

From:

Prince William County 0.20

South

95

Ramp 1500 0.108 1500G F G

I-95 South

SR 294 Prince William PkwyTo:

From:

Prince William County 0.19

South

95

Ramp 13000 0.104 13000G F G

I-95 South

SR 294 Prince William PkwyTo:

From:

Prince William County 0.22

South

95

Ramp 11000 0.119 11000G F G

I-95 South

SR 123 N, Gordon BlvdTo:

From:

Prince William County 0.23

South

95

Ramp NA NA NA

I-95-S TO ROUTE 1 SOUTH

FROM REVERSIBLE LANE

South From:

To:

From:

Fairfax County 0.03

South

95

Ramp from Reversible Lanes

Ramp 9000 0.089 9000G F G

US 1 S, Richmond HwyTo:

Fairfax County 0.1295

Ramp 8200 0.103 8200G F G

I-95 South

29-642 Lorton RdTo:

From:

Fairfax County 0.24

South

95

Ramp 11000 0.134 11000G F G

I-95 South

SR 286 S, Fairfax County PkwyTo:

From:

Fairfax County 0.22

South

95

4036/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 4000 0.162 4800G A G

I-95 South

Fairfax County PkwyTo:

From:

Fairfax County 0.24

South

95

Ramp 8500 0.092 8500G F G

I-95 South

29-617 Backlick RdTo:

From:

Fairfax County 0.31

South

95

Ramp 6000 0.084 6000G F G

I-95 South

S Van Dorn StTo:

From:

Fairfax County 0.19

South

95

Ramp 4700 0.111 4700G F G

I-95 South

Eisenhower Ave ConnectorTo:

From:

Fairfax County

South

95

Ramp 3500 0.137 3500G F G

I-95 South Collector Rd

SR 241 S, Telegraph RdTo:

From:

Fairfax County

South

95

Ramp 9300 0.134 9300G F G

I-95 South Collector Rd

I-95 North Exit 175B RampTo:

From:

Fairfax County

South

95

Ramp NA NA NA

I-95-S BEGIN COLL RD00- RT 241 TELEGRAP

I-95-S175B TO RT 241South From:

To:

From:

Fairfax County

South

95

Ramp NA NA NA

SR 241-N001B FROM RT 241South From:

To:

Fairfax County95

Ramp NA NA NA

I-95-S175A TO RT 241South From:

To:

Fairfax County95

Ramp NA NA NA

SR 241-S001B FROM RT 241South From:

To:

Fairfax County95

Ramp NA NA NA

I-95-S END COLL RD00- RT 241 TELEGRAPHTo:

Fairfax County95

I-95 S Exit 177 A NA NA NA

I-95 S

US 1 Richmond Hwy STo:

From:

City of Alexandria (Maint: 29) 0.17

South

95

I-95 S Exit 177 B C 11000 0.132 11000G B G

I-95 South

I-95 S Exit 177 B; I-95 S Exit 177 C

South From:

To:

From:

City of Alexandria (Maint: 29) 0.08

South

95

I-95 S Exit 177 B C

I-95 S Exit 177 B 6000 0.151 6100G B G

US 1 Patrick St NTo:

City of Alexandria (Maint: 29) 0.0995

4046/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

I-95 S Exit 177 C 4500 0.122 4600G B G

I-95 S Exit 177 B C

Church StTo:

From:

City of Alexandria (Maint: 29) 0.10

South

95

Virgilina Rd 1600 1% 2% 0.106 1500F F2% 13% C F

US 501 S of Cluster Springs

WCL Virgilina

82%

From:To:

From:

Halifax County 7.11 0%96 0.578

1600 1% 2% 0.106 1500N F2% 13% N N

N SR 49

82%

From:To:

Town of Virgilina (Maint: 41) 0.59 0%96 0.578

Florence Ave 1800 0% 2% 0.102 1700F F1% 12% C F

North Carolina State Line

85%To:

Town of Virgilina (Maint: 41)49 0.13 0%96 0.55

Pipers Gap Rd 2200 0% 0% 0.095 2300G F0% 0% C G

SR 89 Main St

ECL Galax

99%

From:

To:

From:

City of Galax 0.11 0%97 0.611

Pipers Gap Rd 1900 0% 1% 0.09 2000F F0% 0% C F

Carroll County Line

98%

From:

To:

Grayson County 0%97

Grayson County Line

0.623

Pipers Gap Rd 1900 0% 1% 0.091 2000G F0% 0% C G

17-713 Soapstone Rd, Elk Horn Rd

99%

From:

To:

Carroll County 3.76 0%97 0.605

Pipers Gap Rd 980 0% 1% 0.103 1000G F0% 0% F G

Blue Ridge Parkway

99%To:

Carroll County 4.51 0%97 0.518

Main St 200 0% 1% 0.142 200G F0% 0% C G

US 52 S Scenic Hwy Bland CH

10-605 South of Bland CH

98%To:

From:

Bland County 0.50 0%98 0.69

Randolph Ave 1100 1% 1% 0.11 1100F F1% 0% C F

NCL Pulaski

9th St

97%

From:To:

From:

Town of Pulaski 0.68 0%99 0.524

Randolph Ave 2200 1% 1% 0.093 2300F F1% 0% C F

3rd St

97%

From:To:

Town of Pulaski 0.47 0%99 0.545

Randolph Ave 2400 1% 1% 0.1 2500F F0% 0% C F

Main St; 2nd St

98%

From:

To:

Town of Pulaski 0.08 0%99

Randolph Ave; Valley St

0.695

Main St 900 0% 1% 0.088 950F F0% 0% C F

Washington Ave; US 11

99%

From:To:

Town of Pulaski 0.20 0%99

1800 0% 1% 0.086 1900G F0% 0% C G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.911

0.635

Main St 2400 0% 1% 0.098 2500F F0% 1% C F

3rd St

98%

From:To:

Town of Pulaski 0.32 0%99

4700 0% 1% 0.09 5000F F0% 1% C F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.506

Main St 9000 0% 1% 0.090 9500F F0% 0% C F

Bob White Blvd

98%

From:

To:

Town of Pulaski 1.10 0%99 0.503

Main St 6800 0% 1% 0.094 7200F F0% 0% F F

ECL Pulaski

98%To:

Town of Pulaski 1.00 0%99 0.572

4056/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Count Pulaski Dr 6900 1% 2% 0.093 6900F F0% 3% C F

ECL Pulaski

I-81; FR 47 Kirby Rd

95%To:

From:

Pulaski County 1.35 0%99 0.604

Ramp to I-81 S at Exit 94 1400 0.104 1400G F G

SR 99 Count Pulaski Dr

I-81 SouthTo:

From:

Pulaski County 0.1899

Ramp to I-81 N at Exit 94 840 0.126 840G F G

SR 99 E, Count Pulaski Dr

I-81 NorthTo:

From:

Pulaski County 0.24

East

99

Ramp to I-81 N at Exit 94 70 0.148 70G F G

SR 99 W, Count Pulaski Dr

I-81 NorthTo:

From:

Pulaski County 0.22

West

99

3rd St 890 0% 1% 0.113 940G F0% 0% C G

Randolph Ave

Jefferson Ave

98%

From:To:

From:

Town of PulaskiP

0.12 0%99

1800 0% 1% 0.086 1900G F0% 0% C G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.968

0.635

3rd St 1400 0% 1% 0.103 1400G F0% 0% F G

US 11 Washington Ave

98%

From:To:

Town of PulaskiP

0.13 0%99

2300 0% 1% NA 2400G 0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

3rd St 2300 0% 1% 0.092 2500F F0% 0% C F

SR 99 Main St

98%

To:

Town of PulaskiP

0.34 0%99

4700 0% 1% 0.09 5000F F0% 1% C F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.506

Sylvatus Highway 2900 0% 1% 0.097 3100N F4% 1% N N

US 221 Floyd Pike

NCL Hillsville

94%

From:To:

From:

Town of Hillsville (Maint: 17) 0%100 0.545

Sylvatus Highway 2900 0% 1% 0.097 3100G F4% 1% C G

Wythe County Line

94%

From:

To:

Carroll County 0%100

Carroll County Line

0.545

Wysor Hwy 3200 0% 1% 0.091 3200G F3% 2% C G

Pulaski County Line

93%

From:

To:

Wythe County 6.16 0%100

Wythe County Line

0.614

Wysor Rd 3700 0% 1% 0.103 3700F F3% 2% F F

I-81 West of Draper

93%

From:

To:

Pulaski County 3.91 0%100

1SR-00100-P(U)/SR-00100-N018A(R)/TO RT 81 NOR

0.542

Ramp to I-81 N at Exit 89

IS-00081-N(B)/SR-00100-N018A(R)/FROM RT 100 NFrom:

To:

Pulaski County100 0.22 See VA 100 for directional traffic volume estimates for this segment.100

I-81 WEST OF DRAPER

RT F-47 S INTTo:

Pulaski County81 2.11 See I-81 for directional traffic volume estimates for this segment.100

37000 1% 1% 0.098 37000A A1% 26% F A69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.574

4066/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

RT F-47 S INT

RT F-47 M INT & SR 99 INTFrom:

To:

From:

Pulaski County81 1.67 See I-81 for directional traffic volume estimates for this segment.100

37000 1% 1% 0.074 38000F F1% 26% F F69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

FR 47From:

To:

Pulaski County81 4.35 See I-81 for directional traffic volume estimates for this segment.100

IS-00081-N(B)/IS-00081-N098A(L)/TO RT 100 & F

39000 1% 1% 0.097 39000A A1% 26% F A69% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.573

Ramp I-81 N Exit 98 to SR 100 N

FR-47From:

To:

Pulaski County81 0.21 See I-81 for directional traffic volume estimates for this segment.100

I-81

13000 0% 1% 0.107 14000A A1% 4% C A

77-682 Newbern Rd

94%

From:

To:

Pulaski County 0%100 0.578

Cleburne Blvd 15000 0% 1% 0.094 16000G F1% 4% F G

SCL Dublin

94%

From:

To:

Pulaski County 0.21 0%100 0.537

15000 0% 1% 0.094 16000N F1% 4% N N

US 11 Dublin

94%

From:

To:

Town of Dublin (Maint: 77) 0.51 0%100 0.537

5000 1% 1% 0.094 5400N F3% 5% N N

NCL Dublin

91%

From:

To:

Town of Dublin (Maint: 77) 0.21 0%100 0.547

Clebone Rd 5000 1% 1% 0.094 5400G F3% 5% C G

77-627 Highland Rd

91%

From:

To:

Pulaski County 4.16 0%100 0.547

Celburne Blvd 4500 0% 1% 0.093 4600G F1% 4% F G

Giles County Line

94%

From:

To:

Pulaski County 3.79 0%100

Pulaski County Line

0.53

Pulaski Giles Tpke 3900 1% 2% 0.096 4100G F2% 7% F G

SR 42 Poplar Hill

89%

From:

To:

Giles County 1.37 0%100

SR 42 Poplar Hill Walkers Creek Valley Rd

0.556

Pulaski Giles Tpke 4600 1% 2% 0.090 4600F F1% 1% F F

35-750 Cedar Crest Rd

94%

From:To:

Giles County42 2.13 0%100 0.642

Pulaski Giles Tpke 4400 1% 1% 0.089 4400F F2% 5% C F

35-660 Post Office Rd

91%

From:To:

Giles County 0.72 0%100 0.679

Pulaski Giles Tpke 4800 1% 1% 0.086 4800F F2% 5% F F

35-606 Meadows Rd

91%

From:To:

Giles County 0.45 0%100 0.654

Pulaski Giles Tpke 5000 1% 2% 0.094 5000F F2% 7% C F

35-665 Wilburn Valley Rd

89%

From:

To:

Giles County 4.37 0%100 0.6

Pulaski Giles Tpke 7500 1% 2% 0.099 7500F F1% 1% F F

SCL Pearisburg

94%

From:

To:

Giles County 2.24 0%100 0.524

South Main St 7200 0% 1% 0.093 7200F F0% 0% C F

Bus US 460 Wenonah Ave

98%To:

Town of Pearisburg (Maint: 35) 0.46 0%100 0.529

4076/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Main St

Bus

11000 1% 1% 0.087 11000F F0% 0% C F

Bus US 460 Wenonah Ave

Bus US 460 North Main St

98%

From:To:

From:

460 0.38 0%100 0.56

Main St 2900 1% 1% 0.099 2900F F0% 0% F F

WCL Pearisburg

98%

From:To:

Town of Pearisburg (Maint: 35) 0.21 0%100 0.525

Narrows Rd 1900 1% 2% 0.103 1900F F1% 1% F F

ECL Narrows

94%

From:To:

Giles County 3.86 0%100 0.668

Main St 2000 3% 0% 0.103 2000F F0% 0% F F

SR 61 Main Monroe

96%To:

Town of Narrows (Maint: 35) 0.65 0%100 0.587

Ramp to I-81 N at Exit 98 4200 0.092 4200G F G

SR 100

I-81 NorthTo:

From:

Pulaski County100

Ramp to I-81 S at Exit 98 3000 0.112 3000G F G

SR 100

I-81 SouthTo:

From:

Pulaski County100

Ramp to I-81 N at Exit 89 1200 0.147 1200G F G

SR 100 N, Wysor Rd

I-81 NorthTo:

From:

Pulaski County 0.22

North

100

3700 0% 1% 0.103 3700N F3% 2% N N

SR 100-N018A TO RT 81 NORTH

US 11 I-81-N089B FROM RT 81 NORT

93%To:

From:

Pulaski CountyP

0%100 0.542

Hershberger Rd 7900 0% 0% 0.088 8600G F0% 0% C G

SR 117 Peters Creek Rd

SR 116 Cove Rd

99%

From:To:

From:

City of Roanoke 1.34 0%101 0.525

Hershberger Rd 21000 1% 1% 0.091 24000G F1% 1% F G

I-581

96%

From:

To:

City of Roanoke 0.58 0%101

I-581 Valley View Blvd N

0.508

Hershberger Rd 27000 1% 1% 0.084 31000G F1% 1% F G

US 11 Williamson Rd

96%To:

City of Roanoke 1.25 0%101 0.547

Ramp 3300 0.097 3500G F G

SR 101 E, Hershberger Rd

I-581 SouthTo:

From:

City of Roanoke (Maint: 80) 0.30

East

101

Ramp 1100 0.137 1100G F G

SR 101 E, Hershberger Rd

I-581 NorthTo:

From:

City of Roanoke (Maint: 80) 0.18

East

101

Ramp 6200 0.106 6600G F G

SR 101 W, Hershberger Rd

I-581 SouthTo:

From:

City of Roanoke (Maint: 80)

West

101

Ramp 4300 0% 0% 0.094 4600G F0% 1% C G

SR 101 W, Hershberger Rd

I-581 North

98%To:

From:

City of Roanoke (Maint: 80) 0.27 0%

West

101

4086/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Stadium Dr 6400 0% 0% 0.078 6700G F0% 0% F G

West Virginia State Line

College Ave

99%

From:

To:

From:

Town of Bluefield 0%102

Stadium Dr

0.535

College Ave 10000 0% 0% 0.089 11000G F0% 0% C G

Valleydale St

99%

From:To:

Town of Bluefield 0.92 0%102 0.511

College Ave 7400 0% 0% 0.086 7800G F0% 1% C G

Rollins St

98%

From:To:

Town of Bluefield 0.80 0%102 0.506

College Ave 7400 0% 0% 0.084 7800G F0% 1% F G

Tazewell Ave

98%

From:To:

Town of Bluefield 0.31 0%102 0.509

College Ave 6400 0% 0% 0.087 6800G F0% 1% F G

US 19; US 460 Virginia Ave

98%

From:

To:

Town of Bluefield 0.07 0%102 0.515

College Ave 3200 0% 1% 0.092 3400G F1% 3% C G

NCL Bluefield

95%

From:

To:

Town of Bluefield 0.58 0%102 0.587

3900 0% 1% 0.094 4100F F1% 1% C F

West Virginia State Line, Gap

97%

From:

To:

Tazewell County 4.13 0%102 0.565

Bramwell Rd 900 0% 1% 0.102 910F F1% 1% C F

West Virginia State Line, Gap

97%

From:

To:

Tazewell County 0.20 0%102 0.534

Boissevain Rd 980 1% 1% 0.1 980F F0% 1% C F

ECL Pocahontas

96%

From:

To:

Tazewell County 0.60 0%102 0.596

980 1% 1% 0.1 980N F0% 1% N N

92-1103 Center St

96%To:

Town of Pocahontas (Maint: 92) 0.25 0%102 0.596

Claudville Hwy 1700 1% 1% 0.091 1700F F1% 4% C F

North Carolina State Line

70-773 Near Claudville

92%

From:

To:

From:

Patrick County 4.43 0%103

70-773 Near Claudville Ararat Hwy

0.636

Dry Pond Hwy 2700 0% 0% 0.087 2700F F0% 1% C F

SR 8 South of Stuart Salem Hwy

98%To:

Patrick County 9.00 0%103 0.566

Ft Eustis Blvd 19000 0% 1% 0.112 21000G F1% 1% F G

Ft Eustis

US 60

96%

From:To:

From:

City of Newport News 0.04 0%105 0.823

Ft Eustis Blvd 35000 0% 1% 0.1 38000G F1% 1% F G

I-64

96%

From:

To:

City of Newport News 1.01 0%105 0.644

Ft Eustis Blvd 21000 0% 1% 0.093 NAG F1% 1% F

SR 143 Jefferson Ave

96%

From:

To:

City of Newport News 0.23 0%105 0.602

Ft Eustis Blvd 15000 0% 1% 0.121 17000A A1% 1% C A

NCL Newport News

96%

From:

To:

City of Newport News 1.26 0%105 0.643

Ft Eustis Blvd 15000 0% 1% 0.121 17000N A1% 1% N N

US 17 George Washington Mem Hwy

96%To:

York County 2.36 0%105 0.643

4096/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 9000 0.129 9600G F G

SR 105 E, Ft Eustis Blvd

I-64 EastTo:

From:

City of Newport News (Maint: 99) 0.28

East

105

Ramp 3400 0.121 3600G F G

SR 105 E, Ft Eustis Blvd

I-64 WestTo:

From:

City of Newport News (Maint: 99) 0.19

East

105

Ramp 4600 0.118 4900G F G

SR 105 W, Ft Eustis Blvd

I-64 EastTo:

From:

City of Newport News (Maint: 99)

West

105

Courthouse Rd 6300 0% 1% 0.092 6700F F1% 3% C F

US 460 County Rd

ECL Petersburg

94%

From:To:

From:

City of Petersburg 0.10 0%106 0.561

Courthouse Rd 8700 0% 1% 0.085 9200F F1% 8% F F

74-634 Allin Rd

90%

From:

To:

Prince George County 2.39 0%106 0.536

Courthouse Rd 9400 0% 1% 0.1 10000F F1% 6% C F

74-616 Laurel Spring Rd

92%

From:

To:

Prince George County 0.86 0%106 0.567

Courthouse Rd 6000 1% 1% 0.098 6400F F3% 17% C F

BYP SR 156 Ruffin Rd

79%

Bypas From:

To:

Prince George County 1.50 0%106 0.543

Ruffin Rd 6400 0% 1% 0.09 6900F F1% 8% C F

74-609

90%

Bypas From:

To:

Prince George County156 1.09 0%106 0.559

Ruffin Rd 3900 0% 1% 0.087 4200F F2% 7% C F

RT 156 BUS & RT 10

90%

From:

To:

Prince George County156 3.47 0%106 0.524

James River Dr 12000 0% 1% 0.09 12000F F0% 0% C F

RT 10 & RT 156

99%

From:To:

Prince George County10 156 0.73 0%106 0.569

Jordan Point Rd 6000 0% 0% 0.097 5800F F0% 0% C F

Charles City County Line

99%

From:

To:

156 2.69 0%106

Prince George County Line

0.501

5400 0% 1% 0.087 5200F F0% 1% C F

SR 5; SR 156 Tyler Memorial Hwy

98%

From:To:

Charles City County156 1.31 0%106 0.510

Roxbury Rd 3100 0% 1% 0.102 3000F F3% 9% C F

18-656 Bradley Rd

87%

From:To:

Charles City County 6.67 0%106 0.508

Roxbury Rd 3500 0% 1% 0.086 3500F F0% 0% F F

New Kent County Line

99%

From:

To:

Charles City County 3.13 0%106

Charles City County Line

0.508

Roxbury Rd 3500 0% 1% 0.086 3500N F0% 0% N N

New Kent County Line

99%

From:

To:

New Kent County (Maint: 18) 0.43 0%106

Charles City County Line

0.508

Roxbury Rd 7600 0% 1% 0.085 7400F F1% 1% C F

US 60 Pocahontas Trail

96%To:

New Kent County 0.91 0%106 0.511

4106/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Emmaus Church Rd 3900 0% 1% 0.090 3800F F1% 7% C F

US 60 Pocahontas Trail

I-64

91%

From:To:

From:

New Kent County 3.04 0%106 0.535

Emmaus Church Rd 4300 1% 2% 0.102 4200F F1% 2% C F

SR 249 New Kent Hwy

94%To:

New Kent County 1.68 0%106 0.564

Ramp 2000 0.104 3200G F G

SR 106 Emmaus Church Rd

I-64 EastTo:

From:

New Kent County 0.30106

Ramp 1500 0.098 970G F G

SR 106 Emmaus Church Rd

I-64 WestTo:

From:

New Kent County 0.31106

White Top Ave 9600 0% 1% 0.08 9400G F1% 2% C G

I-81

US 11 Lee Hwy

96%

From:

To:

From:

Town of Chilhowie (Maint: 86) 0.32 0%107

US 11 Lee Highway

0.516

White Top Ave 4400 0% 1% 0.078 4300G F2% 3% C G

NCL Chilhowie

95%

From:

To:

Town of Chilhowie (Maint: 86) 0.79 0%107 0.537

4400 0% 1% 0.078 4300N F2% 3% N N

SCL Saltville

95%

From:

To:

Smyth County 4.62 0%107 0.537

Worthy Blvd 3300 1% 1% 0.087 3300G F1% 2% C G

SR 91 E Main St; Main St

96%To:

Town of Saltville (Maint: 86) 2.66 0%107 0.539

Ramp to I-81 N at Exit 35 2200 0.111 2200G F G

SR 107; 86-762

I-81 NTo:

From:

Town of Chilhowie (Maint: 86) 0.14107

Ramp to I-81 S at Exit 35 2500 0.113 2500G F G

SR 107 White Top Ave

I-81 STo:

From:

Town of Chilhowie (Maint: 86) 0.14107

Figsboro Rd 3300 1% 1% 0.093 3600G F0% 0% C G

SR 174 Kings Mountain Rd

44-657 Old Quary Rd

98%To:

From:

Henry County 4.24 0%108 0.65

Hickory Hill Rd 4800 0% 1% 0.113 5200F F0% 0% F F

US 460 County Rd

ECL Petersburg

99%

From:To:

From:

City of Petersburg 0.88 0%109 0.805

Hickory Hill Rd 4800 0% 1% 0.113 5200N F0% 0% N N

Dead End; Fort Lee Military Reservation, Mahone Av

99%To:

City of Petersburg 0.03 0%109 0.805

Richmond Hwy 52000 1% 1% 0.079 55000G F1% 0% F G

Arlington Ridge Rd

SR 27 Washington Blvd

97%

From:

To:

From:

Arlington County 1.29 0%110 0.575

Richmond Hwy 46000 2% 1% 0.081 NAG F1% 0% F

US 1; 4US 01-P SR110 EAST & BEGI

97%To:

Arlington County 1.12 0%110 0.578

4116/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 9100 0.081 9100G F G

SR 110 TO RT 395 NORTH

TO ARMY NAVY DRIVE

East From:

To:

From:

Arlington County

East

110

Ramp to Army Navy Dr

Ramp 7500 0.077 7500G F G

I-395 NorthTo:

Arlington County110

Ramp 17000 2% 1% 0.087 18000G F1% 0% F G

SR 110 Richmond Hwy

I-66 West

97%To:

From:

Arlington County 0.15 0%

West

110

Cambria St 6100 0% 1% 0.1 6400F F2% 1% C F

BUS 460

Ellett Rd

96%

From:To:

From:

Town of Christiansburg 0.79 0%111 0.545

Cambria St 5400 1% 1% 0.108 5700F F1% 0% C F

Depot St

98%

From:

To:

Town of Christiansburg 0.39 0%111

Cambria St

0.508

Depot St 4000 1% 1% 0.104 4300F F1% 0% F F

Park St

97%

From:

To:

Town of Christiansburg 0.97 0%111 0.521

Depot St 4800 1% 1% 0.103 5000F F1% 0% C F

US 11 Roanoke St

97%To:

Town of Christiansburg 0.11 0%111 0.597

Wildwood Rd 16000 0% 0% 0.084 17000G F0% 0% F G

US 11, US 460 Main St

NCL Salem

99%

From:

To:

From:

City of Salem 0.44 0%112 0.56

Wildwood Rd 16000 0% 0% 0.084 17000N F0% 0% N N

I-81

99%

From:

To:

Roanoke County 0.17 0%112 0.56

Wildwood Rd 780 1% 1% 0.125 840N F1% 0% N N

FR 70 Skyview Rd

98%To:

Roanoke County 0.04 0%112 0.742

Ramp to I-81 N at Exit 137 6000 0.098 6400G F G

SR 112 Wildwood Rd

I-81 NorthTo:

From:

Roanoke County 0.39112

Ramp to I-81 S at Exit 137 2000 0.084 2200G F G

SR 112 Wildwood Rd

I-81 SouthTo:

From:

Roanoke County 0.23112

Cumberland St 1800 0% 1% 0.107 1900G F0% 0% C G

SR 381 Commonwealth Ave

US 421 Piedmont Ave

98%

From:

To:

From:

City of Bristol 0.28 0%113

Cumberland St

2300 0% 1% 0.105 2500G F0% 0% C G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.608

0.58

Piedmont Ave 2100 1% 2% 0.107 2200G F0% 0% F G

SR 113 P, Sycamore St

97%

From:

To:

City of Bristol 0.08 0%113

SR 113 P, Sycamore Ave

2600 1% 2% 0.104 2800G F0% 0% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.521

0.501

Piedmont Ave 2200 1% 2% 0.114 2400G F0% 0% F G

Oakview Ave

97%To:

City of Bristol 0.25 0%113 0.539

4126/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Oakview Ave 1500 1% 2% 0.118 1600G F0% 0% C G

Piedmont Ave

Moore St

97%

TruckTruck From:

To:

From:

City of Bristol 0.60 0%113

Oakview Ave

0.502

Moore St 6200 1% 2% 0.098 6500G F0% 0% F G

Euclid Ave

97%To:

City of Bristol11 19 0.12 0%113 0.541

Sycamore St 520 0% 2% 0.123 550G F0% 1% C G

SR 381 Commonwealth Ave

Piedmont Ave

97%

To:

From:

City of BristolP

0.40 0%113

2300 0% 1% 0.105 2500G F0% 0% C G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.613

0.58

Peppers Ferry Blvd 16000 0% 1% 0.093 18000G F1% 2% F G

US 11 West of Radford

77-600 Belspring Rd

96%

From:

To:

From:

Pulaski County 0.37 0%114 0.605

Peppers Ferry Blvd 14000 0% 0% 0.097 15000G F1% 1% C G

Montgomery County Line

97%

From:

To:

Pulaski County 1.90 0%114

Pulaski County Line

0.557

Peppers Ferry Blvd 13000 0% 0% 0.094 14000G F0% 1% C G

60-812 Centerville Circle

98%

From:

To:

Montgomery County 1.02 0%114

60-812 Centreville Rd

0.578

Peppers Ferry Blvd 10000 0% 0% 0.1 11000G F0% 1% F G

E 60-659 Vicker Switch Rd

98%

From:

To:

Montgomery County 3.62 0%114 0.510

Peppers Ferry Blvd 11000 0% 0% 0.095 12000G F0% 1% F G

WCL Christiansburg

98%

From:

To:

Montgomery County 1.34 0%114 0.548

Peppers Ferry Rd 14000 0% 0% 0.104 15000G F1% 1% F G

Somerset St

98%

From:To:

Town of Christiansburg 0.91 0%114 0.53

Peppers Ferry Rd 16000 0% 0% 0.102 17000G F1% 1% C G

Bus US 460

98%

From:To:

Town of Christiansburg 0.53 0%114 0.586

Peppers Ferry Rd 13000 0% 1% 0.105 14000F F0% 1% C F

US 460

97%To:

Town of Christiansburg 0.63 0%114 0.501

Hollins Rd 5800 1% 2% 0.093 6200G F2% 3% C G

Orange Ave

Liberty St

92%

From:

To:

From:

City of Roanoke 1.02 0%115

Hollins Rd

0.531

Liberty Rd 3700 1% 2% 0.107 3900G F2% 3% F G

Plantation Rd

92%

From:

To:

City of Roanoke 0.30 0%115

Liberty Rd

0.581

Plantation Rd 7500 1% 1% 0.09 8100G F1% 1% C G

Hollins Rd

97%

From:

To:

City of Roanoke 0.88 0%115 0.564

Plantation Rd 13000 1% 1% 0.096 14000G F1% 1% C G

NCL Roanoke

97%

From:

To:

City of Roanoke 0.66 0%115 0.528

Plantation Rd 13000 1% 1% 0.095 14000G F1% 2% F G

80-625 Hershburger Rd

97%To:

Roanoke County 0.27 0%115 0.571

4136/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Plantation Rd 9800 1% 1% 0.097 10000G F1% 2% C G

80-625 Hershburger Rd

80-1855 Vista Ave

97%

From:To:

From:

Roanoke County 0.17 0%115 0.532

Plantation Rd 7800 1% 1% 0.098 8400G F1% 2% F G

80-834 Crestland Dr

97%

From:To:

Roanoke County 1.16 0%115 0.583

Plantation Rd 9200 1% 1% 0.097 9800F F1% 2% F F

US 11 Lee Highway

97%

From:To:

Roanoke County 0.59 0%115 0.636

Plantation Rd 13000 1% 1% 0.097 15000G F1% 1% F G

80-1801 Indian Rd

96%

From:To:

Roanoke County 0.15 0%115 0.659

Plantation Rd 11000 1% 1% 0.106 12000G F1% 1% F G

I-81

96%To:

Roanoke County 0.80 0%115 0.633

Ramp to I-81 N at Exit 146 1800 0% 1% 0.12 1900G F0% 2% C G

SR 115 Plantation Road

I-81 North

97%To:

From:

Roanoke County 0.30 0%115

Ramp to I-81 S at Exit 146 4400 0.136 4700G F G

SR 115 Plantation Road

I-81 SouthTo:

From:

Roanoke County 0.17115

Jubal Early Hwy 2900 1% 3% 0.098 2900F F1% 2% C F

SR 122 Booker T Washington

33-678 Truman Hill Rd

93%

From:

To:

From:

Franklin County 5.92 0%116 0.667

Jubal Early Hwy 3400 1% 1% 0.099 3400F F1% 1% C F

Roanoke County Line

96%

From:

To:

Franklin County 3.58 0%116

Franklin County Line

0.821

Jae Valley Rd 4800 0% 1% 0.13 5100G F0% 0% F G

80-663 Sterling Rd

99%

From:To:

Roanoke County 2.11 0%116 0.807

Jae Valley Rd 5400 0% 1% 0.112 5600G F0% 0% F G

SCL Roanoke

99%

From:To:

Roanoke County 1.17 0%116 0.883

Mt Pleasant Blvd 5800 0% 1% 0.113 6200G F0% 0% F G

Riverland Rd

98%

From:

To:

City of Roanoke 0.70 0%116

Mt Pleasant Blvd

0.905

Riverland Rd 8100 0% 1% 0.096 8700G F0% 0% C G

9th St

98%

From:To:

City of Roanoke 0.62 0%116 0.705

Riverland Rd 6700 0% 1% 0.101 7200G F0% 0% F G

Piedmont St

98%

From:

To:

City of Roanoke 0.73 0%116

Riverland Rd

0.701

Piedmont St 3700 0% 1% 0.110 4000G F0% 0% F G

Walnut Ave

98%

From:

To:

City of Roanoke 0.07 0%116

Piedmont St

0.699

Walnut Ave 5700 0% 1% 0.102 6100G F0% 0% C G

Jefferson St

98%To:

City of Roanoke 0.26 0%116 0.644

4146/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Jefferson St 9100 0% 1% 0.09 9800G F0% 0% F G

Walnut Ave

Elm Ave

98%

From:

To:

From:

City of Roanoke 0.42 0%116

US 221; 1US 221-P; 128-8015 Gap T

0.599

Franklin Rd 4100 0% 1% 0.117 4400G F0% 0% F G

US 11

98%

From:

To:

City of Roanoke221 0.14 0%116

Campbell Ave

0.685

Williamson Rd 19000 1% 0% 0.088 22000G F0% 0% F G

Shenandoah Ave

98%

From:To:

City of Roanoke11 221 0.15 0%116 0.514

Williamson Rd 14000 1% 0% 0.092 16000G F0% 0% F G

I-581

98%

From:To:

City of Roanoke11 221 0.15 0%116 0.709

Williamson Rd 9800 0% 0% 0.076 10000G F0% 0% F G

US 11

99%

ALTALT From:

To:

11 221 0.50 0%116

US 460

0.539

Orange Ave 33000 1% 1% 0.096 36000G A1% 1% F G

I-581, US 220, ALT SR 220

96%

ALT From:

To:

460 11 220 0.24 0%116 0.523

Orange Ave 19000 1% 1% 0.096 21000A A1% 1% C A

10th St, Gainsboro Rd

96%

ALT From:

To:

City of Roanoke460 11 0.90 0%116 0.523

Orange Ave 13000 1% 1% 0.075 14000G F1% 1% F G

Salem Turnpike

96%

ALT From:

To:

City of Roanoke460 11 1.00 0%116 0.545

Melrose Ave 10000 1% 1% 0.080 11000G F1% 1% F G

Melrose Ave

96%

From:

To:

City of Roanoke460 11 0.41 0%116 0.548

Lafayette Blvd 6100 0% 1% 0.084 6500G F0% 0% C G

Cove Rd

98%

From:

To:

City of Roanoke 0.73 0%116

Lafayette Blvd

0.575

Cove Rd 11000 0% 1% 0.081 11000G F0% 0% F G

SR 101 Hershberger Rd

98%To:

City of Roanoke 0.72 0%116 0.522

Peters Creek Rd Ext 15000 1% 1% 0.091 18000G F1% 1% F G

US 11 Brandon Ave

US 460 Melrose Ave

96%

From:To:

From:

City of Roanoke 2.34 0%117 0.539

Peters Creek Rd 20000 1% 1% 0.090 23000G F1% 1% F G

SR 101 Hershberger Rd

96%

From:To:

City of Roanoke 0.46 0%117 0.521

Peters Creek Rd 14000 1% 1% 0.093 16000G F1% 1% F G

Cove Rd

96%

From:

To:

City of Roanoke 0.87 0%117 0.541

Peters Creek Rd 16000 1% 1% 0.097 19000G F1% 1% F G

I-581

96%

From:

To:

City of Roanoke 1.37 0%117 0.573

Peters Creek Rd 17000 1% 1% 0.128 20000A A1% 1% C A

NCL Roanoke

96%

From:

To:

City of Roanoke 0.82 0%117 0.536

Peters Creek Rd 17000 1% 1% 0.094 20000G F1% 1% F G

US 11 North of Roanoke

96%To:

Roanoke County 0%117 0.504

4156/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 3600 0.115 3800G F G

SR 117 E, Peters Creek Rd

I-581 SouthTo:

From:

City of Roanoke (Maint: 80) 0.28

East

117

Ramp 1500 0.108 1500G F G

SR 117 E, Peters Creek Rd

I-581 NorthTo:

From:

City of Roanoke (Maint: 80)

East

117

Ramp 3900 0.113 4100G F G

SR 117 W, Peters Creek Rd

I-581 SouthTo:

From:

City of Roanoke (Maint: 80) 0.18

West

117

Ramp 1800 0.102 1900G F G

SR 117 W, Peters Creek Rd

I-581 NorthTo:

From:

City of Roanoke (Maint: 80) 0.31

West

117

Airport Rd 4800 0% 0% 0.103 5200G F0% 0% F G

US 11 Williamson Rd

Municipal Rd

99%

From:

To:

From:

City of Roanoke 0.63 0%118 0.540

Airport Rd 7900 0% 0% 0.128 8300A A0% 0% C A

NCL Roanoke

99%

From:

To:

City of Roanoke 1.01 0%118 0.540

Airport Rd 9200 0% 0% 0.1 9800G F0% 0% F G

SR 117 Peters Creek Rd

99%To:

Roanoke County 0.20 0%118 0.525

Calvary Rd 680 1% 1% 0.098 680G F1% 10% C G

North Carolina State Line

US 58 Philpott Rd

87%To:

From:

Halifax County 3.08 0%119 0.517

Glebe Rd 10000 2% 1% 0.107 11000G F1% 0% F G

SR 123 Chain Bridge Rd

SR 309 Old Dominion Drive

97%

From:To:

From:

Arlington County 2.49 0%120 0.625

Glebe Rd 12000 2% 1% 0.092 13000G F1% 0% F G

US 29 Lee Highway

97%

From:To:

Arlington County 0.55 0%120 0.557

Glebe Rd 14000 2% 1% 0.091 15000G F1% 0% F G

I-66

97%

From:To:

Arlington County 0.79 0%120 0.502

Glebe Rd 24000 2% 1% 0.086 NAG F1% 0% F

SR 237 Washington Blvd

97%

From:To:

Arlington County 0.14 0%120 0.613

Glebe Rd 22000 2% 1% 0.09 NAG F1% 0% F

SR 237 Fairfax Dr

97%

From:

To:

Arlington County237 0.25 0%120 0.633

Glebe Rd 20000 2% 1% 0.081 22000G B1% 0% C G

US 50 Arlington Blvd

97%

From:

To:

Arlington County 1.13 0%120 0.615

Glebe Rd 26000 2% 1% 0.079 NAG F1% 0% F

SR 244 Columbia Pike

97%

From:

To:

Arlington County 0.86 0%120 0.588

Glebe Rd 18000 2% 1% 0.084 19000G F1% 0% F G

I-395

97%To:

Arlington County 1.24 0%120 0.525

4166/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Glebe Rd 22000 2% 1% 0.077 24000G F1% 0% F G

I-395

Arlington Ridge Rd

97%

From:To:

From:

Arlington County 0.92 0%120 0.559

Glebe Rd 19000 2% 1% 0.078 20000G F1% 0% F G

US 1 Richmond Hwy

97%To:

Arlington County 0.73 0%120 0.772

Ramp 6000 0.112 6000G F G

SR 120 Glebe Rd

I-66 EastTo:

From:

Arlington County 0.12120

Ramp 3600 0.075 3600G F G

SR 120 Glebe Rd

I-395 South Collector RdTo:

From:

Arlington County 0.13

East

120

Ramp 2000 0.113 2000G F G

SR 120 Glebe Rd

I-395 NorthTo:

From:

Arlington County 0.15

East

120

Ramp NA NA NA

SR 120 TO RT 395 NORTH & SOUTH

SR 120-W007B TO RT 395 NORTHWest From:

To:

From:

Arlington County 0.10

West

120

Ramp NA NA NA

I-395-S007X FROM RT 120 WEST00- GLEBE ROTo:

Arlington County 0.10120

Ramp 2400 0.113 2400G F G

SR 120-W007A TO RT 395 NORTH

I-395-N FROM RT 120 WEST00- GLEBE ROADTo:

From:

Arlington County 0.10

West

120

Max Meadows Rd 2500 1% 1% 0.107 2600G F0% 2% C G

I-81 Fort Chiswell Exit 80

98-1004 Ayers St

96%To:

From:

Wythe County 1.83 0%121 0.580

4500 1% 1% 0.085 4600N F1% 2% N N

SR 40 Baldknob

NCL Rocky Mount

96%

From:To:

From:

Town of Rocky Mount 0.31 0%122 0.509

Booker T Washington Hwy 4500 1% 1% 0.085 4600F F1% 2% F F

33-697 Wirtz Rd

96%

From:To:

Franklin County 5.68 0%122 0.509

Booker T Washington Hwy 8100 1% 1% 0.089 8100F F1% 2% F F

SR 116 Jubal Early Hwy

96%

From:

To:

Franklin County 1.15 0%122

SR 116 Burnt Chimney

0.558

9200 1% 1% 0.109 9500A A1% 2% C A

33-636 Lost Mt Rd

96%

From:

To:

Franklin County 5.34 0%122 0.574

Booker T Washington Hwy 14000 1% 1% 0.084 14000F F1% 2% F F

33-616 Scruggs Rd

96%

From:

To:

Franklin County 1.31 0%122 0.505

Booker T Washington Hwy 12000 1% 1% 0.087 12000F F1% 2% F F

Bedford County Line

96%To:

Franklin County 3.61 0%122 0.529

4176/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Moneta Rd 6600 1% 1% 0.086 7000G F1% 3% F G

Franklin County Line

09-608 White House Rd

95%

From:

To:

From:

Bedford County 3.77 0%122

09-608 Moneta, White House Rd

0.531

Moneta Rd 5800 1% 1% 0.087 6200G F1% 3% F G

09-801 Stony Fork Rd

95%

From:To:

Bedford County 2.83 0%122 0.563

Moneta Rd 4800 1% 1% 0.087 5100G F1% 3% F G

SR 24 Stewartsville Rd Shingle Block Rd

95%

From:To:

Bedford County 2.09 0%122 0.6

Moneta Rd 4900 1% 1% 0.084 5200G F1% 3% F G

09-747 Joppa Mill Rd

95%

From:To:

Bedford County 4.06 0%122 0.600

Moneta Rd 6700 1% 1% 0.092 7000G F1% 3% C G

SCL Bedford

95%

From:

To:

Bedford County 3.19 0%122 0.634

Burks Hill Rd 9100 1% 1% 0.088 9900G F1% 2% C G

US 460

96%

From:

To:

Town of Bedford 0.54 0%122 0.642

19000 1% 1% 0.087 20000G F1% 7% F G

SCL Bedford

89%

From:

To:

Bedford County460 0.50 0%122 0.554

19000 1% 1% 0.087 20000G F1% 7% F G

US 460

89%

From:

To:

Town of Bedford (Maint: 09)460 0.94 0%122

Bus US 460 E Main St

0.554

Independence Blvd 10000 1% 1% 0.090 11000G F1% 3% F G

Orange St

95%

From:

To:

Town of Bedford 1.02 0%122 0.592

Independence Blvd 9700 1% 1% 0.091 11000G F1% 3% C G

Dawn Dr

95%

From:

To:

Town of Bedford 0.29 0%122 0.576

Independence Blvd 8600 1% 1% 0.086 9300G F1% 3% F G

Longwood Ave

95%

From:

To:

Town of Bedford 0.50 0%122

Independence Ave

0.506

Longwood Ave 4600 2% 1% 0.135 5100G F0% 2% C G

NCL Bedford

94%

From:To:

Town of Bedford 0.65 0%122 0.507

Big Island Hwy 2700 2% 1% 0.087 2800G F0% 2% F G

09-639 N, Coltons Mill Rd

94%

From:To:

Bedford County 8.08 0%122 0.577

Big Island Hwy 1600 2% 1% 0.089 1700G F0% 2% F G

US 501 Lee Jackson Hwy

94%To:

Bedford County 8.72 0%122 0.524

Crenshaw St 3800 1% 1% 0.097 4100G F0% 0% C G

US 460

W Main St

98%

BusBus From:

To:

From:

Town of Bedford 0.96 0%

Bus

122 0.513

W Main St 5100 1% 1% 0.097 5600G F0% 1% F G

N Bridge St

98%

Bus From:

To:

Town of Bedford221 460 0.19 0%122

E Main St

0.533

N Bridge St 4700 1% 1% 0.093 5100G F0% 0% F G

Bedford Ave

98%To:

Town of Bedford221 43 0.16 0%122 0.535

4186/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

N Bridge St 6700 1% 1% 0.092 7300G F0% 0% C G

Bedford Ave

Peaks St

98%

Bus From:To:

From:

Town of Bedford221 43 0.11 0%

Bus

122 0.526

Longwood Ave 6200 1% 1% 0.091 6700G F0% 0% F G

Oakwood St

98%

Bus From:To:

Town of Bedford221 0.71 0%122 0.545

Longwood Ave 8400 1% 1% 0.092 9100G F0% 0% C G

Forest Rd

98%To:

Town of Bedford221 0.47 0%122 0.507

Gordon Blvd 15000 1% 1% 0.078 16000G F2% 2% C G

US 1 Jefferson Davis Hwy

I-95

95%

From:To:

From:

Prince William County 0.61 0%123 0.743

Gordon Blvd 57000 0% 1% 0.082 NAG F1% 1% F

SCL Occoquan

97%

From:

To:

Prince William County 0.77 0%123 0.645

Gordon Blvd 57000 0% 1% 0.082 NAN F1% 1% N

76-1203 Commerce St

97%

From:

To:

Town of Occoquan (Maint: 76) 0.15 0%123 0.645

Gordon Blvd 41000 0% 1% 0.080 44000G F1% 1% F G

NCL Occoquan

97%

From:

To:

Town of Occoquan (Maint: 76) 0.18 0%123 0.624

Gordon Blvd 41000 0% 1% 0.080 44000N F1% 1% N N

Fairfax County Line

97%

From:

To:

Town of Occoquan (Maint: 76) 0.07 0%123

Prince William County Line

0.624

Ox Rd 40000 0% 1% 0.086 43000G F1% 1% F G

29-642 Lorton Rd

97%

From:

To:

Fairfax County 1.05 0%123 0.759

Ox Rd 36000 0% 1% 0.08 39000G F1% 1% F G

29-645 Burke Lake Rd

97%

From:To:

Fairfax County 6.04 0%123 0.680

Ox Rd 30000 0% 1% 0.093 32000A A1% 1% C A

29-7100 Fairfax County Pfwy

97%

From:

To:

Fairfax County 1.83 0%123

29-7100 Fairfax County Pkwy

0.626

Ox Rd 22000 0% 1% 0.083 24000G F1% 1% F G

29-643 Burke Center Pkwy

97%

From:To:

Fairfax County 0.68 0%123 0.640

Ox Rd 27000 0% 1% 0.080 29000G F1% 1% F G

29-620 Braddock Rd

97%

From:To:

Fairfax County 2.13 0%123 0.639

Ox Rd 22000 0% 1% 0.075 24000N F1% 1% N N

SCL Fairfax

97%

From:

To:

Fairfax County 0.71 0%123 0.558

Chain Bridge Rd 22000 0% 1% 0.075 24000G F1% 1% F G

Judicial Dr

97%

From:

To:

City of Fairfax 0.47 0%123 0.558

Chain Bridge Rd 13000 0% 1% 0.086 14000F F1% 1% F F

SR 236 Main St

97%

From:

To:

City of Fairfax 0.26 0%123 0.571

Chain Bridge Rd 11000 0% 1% 0.086 12000F F1% 1% F F

Whitehead St

97%To:

City of Fairfax 0.19 0%123 0.61

4196/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Chain Bridge Rd 10000 0% 1% 0.088 11000F F1% 1% F F

Whitehead St

Kenmore Dr

97%

From:To:

From:

City of Fairfax 0.10 0%123 0.642

Chain Bridge Rd 12000 0% 1% 0.086 13000F F1% 1% F F

US 29; US 50 Lee Hwy

97%

From:To:

City of Fairfax 0.58 0%123 0.592

Chain Bridge Rd 31000 0% 1% 0.078 34000G F1% 1% F G

I- 66 NCL Fairfax

97%

From:To:

City of Fairfax 0.35 0%123 0.504

Chain Bridge Rd 17000 0% 1% 0.081 19000G F1% 1% F G

SCL Vienna

97%

From:To:

Fairfax County 3.09 0%123 0.668

Maple Ave 21000 0% 1% 0.081 22000G F1% 1% F G

SR 243 Nutley St

97%

From:

To:

Town of Vienna 0.07 0%123 0.680

Maple Ave 25000 0% 1% 0.072 27000G F1% 1% F G

Follin Lane

97%

From:

To:

Town of Vienna 1.53 0%123 0.562

Maple Ave 25000 0% 1% 0.073 27000G F1% 1% F G

NCL Vienna

97%

From:

To:

Town of Vienna 0.50 0%123 0.763

Chain Bridge Rd 16000 0% 1% 0.075 20000G F0% 0% F G

SR 7 Leesburg Pike

99%

From:

To:

Fairfax County 0.82 0%123 0.62

Chain Bridge Rd 19000 0% 1% 0.076 24000G F0% 0% F G

I-495 Capital Beltway

99%

From:

To:

Fairfax County 0.87 0%123 0.658

Dolley Madison Blvd 37000 0% 1% 0.089 NAG F0% 0% F

SR 267 Dulles Access Rd

99%

From:

To:

Fairfax County 0.84 0%123 0.505

Dolley Madison Blvd 24000 0% 1% 0.089 29000G F0% 0% F G

SR 309 Old Dominion Drive

99%

From:To:

Fairfax County 1.20 0%123 0.505

Dolley Madison Blvd 21000 0% 1% 0.095 26000G F0% 0% F G

SR 193 Georgetown Pike

99%

From:To:

Fairfax County 1.93 0%123 0.510

Chain Bridge Rd 19000 0% 1% 0.168 22000A A0% 0% C A

Arlington County Line

99%

From:

To:

Fairfax County 1.85 0%123

Fairfax County Line

0.548

Chain Bridge Rd 7800 0% 1% 0.092 9400G F0% 0% F G

DC Line, Chain Bridge

99%To:

Arlington County 0.40 0%123 0.535

Ramp 3900 0.155 4300G F G

SR 123 Gordon Blvd

I-95 NorthTo:

From:

Prince William County 0.37

North

123

Ramp 1200 0.129 1200G F G

SR 123 Gordon Blvd

I-95 SouthTo:

From:

Prince William County 0.19

North

123

Ramp 4600 0.077 4600G F G

SR 123 TO RT 66 EAST

SR 123 TO RT 66 EASTTo:

From:

Fairfax County 0.46

North

123

4206/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 4700 0.109 4700G F G

SR 123 TO RT 66 WEST

I-66-W FROM RT 12300- NORTHTo:

From:

Fairfax County 0.23

North

123

Ramp 9600 0.114 9600G F G

SR 123 TO RT 495 SOUTH

I-495-S From RT 123 North00- Dolley MadisonTo:

From:

Fairfax County 0.18

North

123

Ramp 8200 0.088 8200G F G

SR 123 TO RT 495 NORTH

I-495-N From RT 123 North00- Dolley MadisonTo:

From:

Fairfax County 0.24

North

123

Ramp 9700 0.128 9700G F G

SR 123 Gordon Blvd

I-95 NorthTo:

From:

Prince William County 0.23

South

123

Ramp 8700 0.093 8700G F G

SR 123 Gordon Blvd

I-95 SouthTo:

From:

Prince William County 0.18

South

123

Ramp 2300 0.088 2300G F G

SR 123 TO RT 66 EAST

I-66-E060X FROM RT 12300- SOUTHTo:

From:

Fairfax County 0.21

South

123

Ramp 7800 0.126 7800G F G

SR 123 TO RT 66 WEST

I-66-W FROM RT 12300- SOUTHTo:

From:

Fairfax County 0.47

South

123

Ramp 6800 0.108 6800G F G

SR 123 TO RT 495 SOUTH

I-495-S From RT 123 South00- Dolley MadisonTo:

From:

Fairfax County 0.24

South

123

Ramp 2400 0.141 2400G F G

SR 123 TO RT 495 NORTH

I-485-N From RT 123 SouthTo:

From:

Fairfax County 0.13

South

123

Spout Run Pkwy 13000 0% 0% 0.089 14000G F0% 0% C G

US 29 Lee Hwy

Spout Run Parkway

99%To:

From:

Arlington County 0.17 0%124 0.586

Kings Hwy 2500 0% 2% 0.121 2600F F1% 1% C F

SR 10; SR 32 Godwin Blvd

133-628 Crittenden Rd

97%

From:To:

From:

City of Suffolk 0.69 0%125 0.5

Kings Hwy 550 0% 1% 0.121 580F F0% 1% C F

133-620 Ferry Point Rd

97%

From:

To:

City of Suffolk 1.09 0%125 0.5

Kings Hwy 220 1% 0% 0.143 230F F1% 0% C F

Dead End

97%

From:

To:

City of Suffolk 0.91 0%125

Dead End @ Nansemond River

0.667

Kings Hwy 480 1% 2% 0.114 510F F1% 0% C F

133-629 W, Sleepy Hole Rd

96%

From:

To:

City of Suffolk 1.34 0%125 0.606

Kings Hwy 860 0% 1% 0.101 910F F1% 0% C F

133-627 Bennetts Pasture Rd

97%To:

City of Suffolk 1.22 0%125 0.615

4216/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Kings Hwy 2500 0% 2% 0.101 2600F F2% 1% C F

133-627 Bennetts Pasture Rd

SR 337 Nansemond Parkway

94%To:

From:

City of Suffolk 0%125 0.615

Fairgrounds Rd 2900 0% 1% 0.092 2800F F1% 1% C F

SR 179 Onancock

ECL Onancock

98%

From:To:

From:

Town of Onancock (Maint: 01) 0.11 0%126 0.561

Fairgrounds Rd 2700 0% 1% 0.091 2700G F1% 0% C G

BUS US 13; SR 316

98%To:

Accomack County 1.27 0%126 0.542

Bloomery Pike 4900 1% 1% 0.1 4900F F0% 4% F F

West Virginia State Line

US 522 Frederick Pike

94%To:

From:

Frederick County 3.35 0%127 0.709

Candler Mt Rd 14000 3% 4% 0.087 15000G F3% 3% F G

SR 163 Wards Rd

Bus US 29, US 501 Lynchburg Expwy

87%

From:

To:

From:

City of Lynchburg 0%128

RT 501 W

0.539

Candlers Mtn Rd 35000 0% 1% 0.080 NAG F0% 2% F

RT 501 E

97%

From:

To:

City of Lynchburg501 0.43 0%128

US 501 Candlers Mt Rd

0.513

Mayflower Dr 4500 3% 4% 0.091 4800G F3% 3% C G

Odd Fellows Rd

87%

From:

To:

City of Lynchburg 1.30 0%128 0.532

Mayflower Dr 1200 1% 3% 0.099 1200G F5% 1% C G

Bus US 501 Campbell Ave

90%To:

City of Lynchburg 1.48 0%128 0.507

North Main St 2900 1% 1% 0.093 3100G F0% 0% F G

US 501 P; Wilborn Ave; Main St

US 501 Broad St

99%

From:To:

From:

Town of South Boston 0.09 0%129 0.819

North Main St 4400 1% 1% 0.098 4700G F0% 0% C G

SR 34 Hodges St

99%

From:To:

Town of South Boston 0.38 0%129 0.591

North Main St 5500 1% 1% 0.092 5800G F0% 0% F G

Edmunds St

99%

From:To:

Town of South Boston 0.16 0%129 0.548

North Main St 6000 1% 0% 0.091 6400G F0% 0% F G

College St

99%

From:To:

Town of South Boston 0.19 0%129 0.502

North Main St 5600 1% 0% 0.094 5900G F0% 0% F G

Hamilton Blvd

99%

From:To:

Town of South Boston 0.63 0%129 0.547

North Main St 10000 1% 0% 0.093 11000G F0% 0% C G

NCL South Boston

99%

From:

To:

Town of South Boston 0.93 0%129 0.502

Old Halifax Rd 14000 1% 1% 0.095 14000G F0% 0% C G

US 501 Centerville

98%To:

Town of South Boston (Maint: 41) 0.80 0%129 0.523

Wert Faulkner Hwy 3000 1% 1% 0.09 2900G F1% 3% F G

US 11 S Lee Highway

81-759 Arnolds Valley Rd

94%To:

From:

Rockbridge County 3.19 0%130 0.618

4226/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Wert Faulkner Hwy 2900 1% 1% 0.096 2900G F1% 3% C G

81-759 Arnolds Valley Rd

WCL Glasgow

94%

From:To:

From:

Rockbridge County 1.25 0%130 0.513

Rockbridge Rd 2900 1% 1% 0.096 2900N F1% 3% N N

ECL Glasgow

94%

From:To:

Town of Glasgow (Maint: 81) 1.60 0%130 0.513

Wert Faulkner Hwy 2900 1% 1% 0.096 2900N F1% 3% N N

US 501 Glasgow Hwy

94%

From:To:

Rockbridge County 0.26 0%130 0.513

Glasgow Hwy 1700 1% 1% 0.094 1700G F1% 6% C G

Amherst County Line

90%

From:

To:

Rockbridge County501 1.81 0%130

Rockbridge County Line

0.577

1600 1% 2% 0.091 1500G F2% 11% C G

US 501 Near Snowden

85%

From:

To:

Amherst County501 4.56 0%130 0.649

Elon Rd 1100 1% 1% 0.095 1100G F2% 18% C G

05-635 Near Agricola

79%

From:

To:

Amherst County 9.49 0%130 0.571

Elon Rd 2800 0% 2% 0.091 2800G F1% 7% C G

05-652 Elon

90%

From:

To:

Amherst County 4.08 0%130 0.649

Elon Rd 5900 0% 2% 0.094 5800G F1% 7% F G

05-679 Donigan Dr

90%

From:

To:

Amherst County 3.86 0%130 0.611

Elon Rd 6000 0% 2% 0.094 6400G F1% 7% F G

Bus US 29

90%

From:

To:

Amherst County 2.10 0%130 0.644

Amelon Expressway 7300 1% 1% 0.1 7700G F1% 3% C G

US 29

95%

From:

To:

Amherst County 2.05 0%130 0.544

Amelon Expressway 3700 1% 1% 0.101 4000G F1% 1% C G

05-669

97%To:

Amherst County 0.48 0%130 0.653

Oakleigh Ave 610 0% 1% 0.090 600F F1% 1% C F

Bus US 460 Confederate Blvd

Church St

97%

From:

To:

From:

Town of Appomattox (Maint: 06) 0.22 0%131

Oakleigh Ave

0.58

Church Street 5100 0% 0% 0.095 5100G F0% 0% F G

Main St

99%

From:

To:

Town of Appomattox (Maint: 06) 0.09 0%131

Church St

0.540

Main St 870 0% 1% 0.118 850F F2% 6% C F

Court St

91%

From:

To:

Town of Appomattox (Maint: 06) 0.14 0%131

Main St

0.769

Court Street 6600 1% 2% 0.095 6500F F3% 2% C F

Bus US 460 Confederate Blvd

92%

Bus From:

To:

Town of Appomattox (Maint: 06) 0.61 0%131

BUS US 460

0.540

Pamplin Rd 14000 0% 0% 0.089 14000N F1% 0% N N

CFUS 460/JB-165/STREET/NCL APPOMATTOX

99%

From:

To:

Town of Appomattox (Maint: 06)460 0.07 0%131

Bus US 460, NCL Appomattox

0.55

Old Courthouse Rd 3900 1% 1% 0.082 3900F F0% 0% C F

SR 24 Northeast of Appomattox

98%To:

Appomattox County 0%131 0.538

4236/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Henry St South 2200 0% 1% 0.091 2400G F1% 1% C G

SR 199

Ireland Street

98%

From:To:

From:

City of Williamsburg 1.77 0%132 0.578

Henry St South 2700 0% 1% 0.091 2800F F1% 1% F F

SR 5 Henry St; Francis St

98%

From:

To:

City of Williamsburg 0.08 0%132

SR 5

0.578

Henry St 3700 0% 1% 0.081 3900G F1% 0% F G

FRANCIS ST

98%

From:

To:

City of Williamsburg5 0.38 0%132

Lafayette St

0.618

Henry St North 4000 1% 2% 0.085 4200G F1% 0% C G

SR 132 Y

97%

From:To:

City of Williamsburg 0.44 0%132 0.526

N.Henry St 5700 1% 2% 0.091 6100G F1% 0% F G

York County Line

97%

From:

To:

City of Williamsburg 0.16 0%132

NCL Williamsburg

0.531

5700 1% 2% 0.091 6100N F1% 0% N N

US 60

97%

From:

To:

York County 0.10 0%132

US 60 Bypass Rd

0.531

7100 1% 1% 0.087 7400G F1% 1% C G

SR 143 Merrimac Trail

98%To:

York County 1.16 0%132 0.508

4200 1% 1% 0.098 4400G F0% 0% C G

Colonial Parkway

SR 132 N.Henry St

98%To:

From:

City of Williamsburg 0.29 0%

Wye

132 0.611

Kingsville Rd 2700 1% 4% 0.099 2600F F1% 3% C F

73-692 W, Kingsville Rd

73-692 West of Kingsville

91%

From:To:

From:

Prince Edward County 1.04 0%133 0.672

Kingsville Rd 4100 0% 1% 0.084 4000F F1% 8% F F

US 15 Kingsville

90%To:

Prince Edward County 0.15 0%133 0.533

Hampton Hwy 14000 0% 0% 0.086 15000G F0% 0% F G

US 17 George Washington Memorial Hwy

SR 171 Victory Blvd

99%

From:To:

From:

York County 0.98 0%134 0.642

Hampton Hwy 22000 0% 0% 0.094 NAG F0% 0% C

99-600 Big Bethel Rd

99%

From:To:

York County 1.54 0%134 0.615

Hampton Hwy 19000 0% 0% 0.095 21000G F0% 0% F G

NCL Hampton

99%

From:

To:

York County 1.77 0%134

York County Line

0.689

Magruder Blvd 16000 0% 0% 0.101 17000G F0% 0% C G

Semple Farm Rd

99%

From:

To:

City of Hampton 0.28 0%134 0.685

Magruder Blvd 23000 0% 1% 0.093 NAG F0% 0% F

SR 172 Cmdr Shepard Blvd

98%

From:

To:

City of Hampton 0.84 0%134 0.673

Magruder Blvd 27000 0% 1% 0.092 29000G F0% 0% F G

Hampton Roads Center Pkwy

98%To:

City of Hampton 1.45 0%134 0.56

4246/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Magruder Blvd 30000 0% 1% 0.092 32000G F0% 0% F G

Hampton Roads Center Pkwy

Hardy Cash Dr

98%

From:

To:

From:

City of Hampton 0.29 0%134

Hardy Cash Rd

0.573

Ramp 14000 0% 1% 0.077 15000G F0% 0% F G

Ramp to Cunningham Dr

98%

From:

To:

City of Hampton 0%134

I-64

27000 0% 1% NA 29000G 0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

Ramp

I-64-E FROM RT 134 EASTFrom:

To:

City of Hampton (Maint: 99)134 0.20 See VA 134 for directional traffic volume estimates for this segment.134

SR 134 Magruder Blvd

US 258, SR 134 Mercury BlvdFrom:

To:

City of Hampton (Maint: 99)64 0.52 See I-64 for directional traffic volume estimates for this segment.134

144000 0% 1% 0.08 147000G F1% 3% F G95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.55

Ramp

I-64-E263B TO RT 258 WESTFrom:

To:

City of Hampton (Maint: 99)64 0.10 See I-64 for directional traffic volume estimates for this segment.134

I-64-E TO RT 258 EAST-MERCURY BOULEVAR

Ramp

US 258 FROM I-64 EASTFrom:

To:

City of Hampton (Maint: 99)64 0.32 See I-64 for directional traffic volume estimates for this segment.134

I-64

Mercury Blvd 53000 0% 0% 0.088 55000G F1% 1% F G

Coliseum Dr

98%

From:

To:

City of Hampton258 0.36 0%134 0.549

Mercury Blvd 38000 0% 0% 0.081 39000G F1% 1% F G

SR 152 Cunningham Dr

98%

From:

To:

City of Hampton258 0.42 0%134 0.555

Mercury Blvd 43000 0% 0% 0.089 44000G F1% 1% F G

US 258; Arminstead Ave

98%

From:

To:

City of Hampton258 0.24 0%134

US 258 Mercury Blvd

0.554

Armistead Ave 15000 1% 1% 0.09 16000G F1% 0% C G

Pine Chapel Rd

97%

From:To:

City of Hampton 0.24 0%134 0.502

Armistead Ave 16000 1% 1% 0.091 17000G F0% 0% C G

I-64; Lasalle Ave

98%

From:

To:

City of Hampton 0.89 0%134

I-64

0.518

Armistead Ave 12000 1% 1% 0.093 13000G F0% 0% F G

Rip Rap Rd

98%

From:To:

City of Hampton 0.41 0%134 0.627

Armistead Ave 11000 0% 1% 0.097 11000G F0% 0% F G

SR 351 Pembroke Ave

98%

From:

To:

City of Hampton 0.38 0%134 0.525

Armistead Ave 8800 1% 1% 0.098 9400G F0% 0% C G

Queen St

98%

From:

To:

City of Hampton 0.27 0%134 0.561

Armistead Ave 8800 1% 1% 0.098 9400N F0% 0% N N

US 60 Settlers Landing Rd

98%To:

City of Hampton 0.10 0%134 0.561

Ramp 11000 0.086 12000G F G

SR 134 Armistead Ave

I-64 WestTo:

From:

City of Hampton (Maint: 99) 0.22134

4256/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 10000 0% 1% 0.084 11000G F1% 3% F G

Ramp to Cunningham Dr

I-64 East

95%To:

From:

City of Hampton (Maint: 99) 0.20 0%

East

134

Ramp from I 64 W to SR 134 W 13000 0% 1% 0.098 14000G F0% 1% F G

SR 134; Hardy Cash Dr; Enterprize Pkwy

I-64 West

97%

To:

From:

City of HamptonP

0%134

27000 0% 1% NA 29000G 0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

College Dr 22000 0% 0% 0.082 24000F F0% 0% F F

US 17 Bridge Rd

SR 164 Western Freeway

99%

From:To:

From:

City of Suffolk 0.20 0%135 0.52

College Dr 19000 0% 0% 0.079 20000F F0% 0% C F

133-658 Towne Point Rd

99%

From:

To:

City of Suffolk 0.65 0%135 0.505

College Dr 19000 0% 1% 0.077 21000F F0% 1% C F

I-664

98%

From:

To:

City of Suffolk 0.76 0%135 0.505

College Dr 10000 1% 2% 0.093 11000F F3% 4% C F

SR 367 Tidewater Community College

90%To:

City of Suffolk 0.59 0%135 0.633

Ramp 3700 0.1 3700G F G

SR 135 N, College Dr

I-664 WestTo:

From:

City of Suffolk (Maint: 61) 0.37

North

135

Ramp 4000 0.141 4000G F G

SR 135 N, College Dr

I-664 EastTo:

From:

City of Suffolk (Maint: 61) 0.12

North

135

Ramp 1200 0.114 1200G F G

SR 135 S, College Dr

I-664 WestTo:

From:

City of Suffolk (Maint: 61) 0.16

South

135

Ramp 2200 0.146 2200G F G

SR 135 S, College Dr

I-664 EastTo:

From:

City of Suffolk (Maint: 61) 0.40

South

135

Second Ave 350 1% 2% 0.132 350G F0% 4% C G

WCL Alberta

US 1 Alberta

93%To:

From:

Town of Alberta (Maint: 12) 1.17 0%136 0.571

3700 1% 1% 0.102 3600G F2% 7% F G

SR 40 N. Broad St; Main St

ECL Kenbridge

89%

From:To:

From:

Town of Kenbridge (Maint: 55)138 1.13 0%137 0.555

3700 1% 1% 0.102 3600N F2% 7% N N

55-601 Fletcher Chapel Rd

89%

From:

To:

Lunenburg County138 0.74 0%137 0.555

3300 1% 1% 0.1 3200G F2% 7% F G

SR 138 Lafoons Corner

89%

From:

To:

Lunenburg County138 1.93 0%137 0.516

South Hill Rd 780 1% 1% 0.114 760G F2% 7% C G

Brunswick County Line

89%To:

Lunenburg County 4.67 0%137 0.543

4266/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

620 1% 1% 0.092 610G F1% 11% C G

Lunenburg County Line

SR 46 Danieltown

86%To:

From:

Brunswick County 3.56 0%137 0.6

Union Mill Rd 3500 1% 1% 0.098 3400G F1% 4% F G

US 1 Mecklenburg Ave

NCL South Hill

94%

From:To:

From:

Town of South Hill 0.38 0%138 0.57

Union Mill Rd 3000 1% 1% 0.106 2900G F1% 4% C G

Lunenburg County Line

94%

From:

To:

Mecklenburg County 2.89 0%138

Mecklenburg County Line

0.557

S Hill Rd 2500 1% 1% 0.101 2500G F1% 4% C G

SR 137 Lafoons Corner

94%

From:To:

Lunenburg County 9.83 0%138 0.511

3300 1% 1% 0.1 3200G F2% 7% F G

55-601

89%

From:

To:

Lunenburg County137 1.93 0%138 0.516

3700 1% 1% 0.102 3600N F2% 7% N N

CL Kenbridge

89%

From:

To:

Lunenburg County137 0.74 0%138 0.555

3700 1% 1% 0.102 3600G F2% 7% F G

SR 40

89%To:

Town of Kenbridge (Maint: 55)137 1.13 0%138 0.555

Allen Rd 1600 0% 2% 0.105 1600F F1% 1% C F

40-610 CL Jarratt

Sussex County Line

97%

From:

To:

From:

Town of Jarratt (Maint: 40) 0.76 0%139

Greensville County Line

0.615

Jarratt Ave 2700 0% 1% 0.102 2600F F1% 1% F F

91-646 Kientz Rd; Halifax Rd

97%

From:

To:

Town of Jarratt (Maint: 91) 0.23 0%139 0.542

Jarratt Ave 2400 1% 2% 0.089 2300F F2% 8% C F

US 301 Jarratt

86%To:

Town of Jarratt (Maint: 91) 0.49 0%139 0.541

Jonesboro Rd 16000 0% 1% 0.091 17000G F1% 4% C G

SCL Abingdon

US 11 Main St

94%To:

From:

Town of Abingdon 0%140 0.556

George Washington Hwy 17000 0% 1% 0.089 18000G F0% 0% F G

US 17 Frederick Blvd

SR 337 Elm Ave

98%

From:To:

From:

City of Portsmouth 0.36 0%141 0.671

George Washington Hwy 14000 0% 1% 0.092 15000G F0% 0% F G

Portsmouth Blvd

98%

From:To:

City of Portsmouth 0.48 0%141 0.706

Effingham St 23000 0% 1% 0.087 25000G F0% 0% F G

I-264

98%

From:

To:

City of Portsmouth 0.76 0%141 0.691

Effingham St 21000 0% 1% 0.073 22000G F0% 0% F G

South St

98%

From:

To:

City of Portsmouth 0.18 0%141 0.526

Effingham St 22000 0% 1% 0.07 23000G F0% 0% F G

High St

98%

From:

To:

City of Portsmouth 0.25 0%141 0.568

Effingham St 17000 0% 1% 0.071 18000G F0% 0% F G

London Blvd

98%To:

City of Portsmouth 0.06 0%141 0.641

4276/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

London Blvd 16000 0% 1% 0.080 17000G F0% 0% F G

Effingham St

Elm Ave

98%

From:To:

From:

City of Portsmouth 0.33 0%141 0.64

London Blvd 22000 0% 1% 0.087 23000G F0% 0% C G

M L King Freeway

98%To:

City of Portsmouth 0.80 0%141 0.692

Ramp 10000 0.108 10000G F G

SR 141 Effingham St

I-264 EastTo:

From:

Norfolk Maintenance Area 0.15141

Ramp 5300 0.135 5600G F G

SR 141 N, Effingham St

I-264 WestTo:

From:

City of Portsmouth (Maint: 64) 0.30

North

141

Ramp 2900 0.143 3100G F G

SR 141 S, Effingham St

I-264 WestTo:

From:

City of Portsmouth (Maint: 64) 0.14

South

141

Simpson Rd 2400 0% 0% 0.103 2500F F0% 2% C F

US 1 Boydton Plank Rd

WCL Petersburg

97%

From:

To:

From:

Dinwiddie County 1.27 0%142 0.574

Boydton Plank Rd 2500 0% 0% 0.106 2700G F1% 1% F G

Dupuy Rd

97%

From:

To:

City of Petersburg 0.16 0%142 0.506

Boydton Plank Rd 2400 0% 0% 0.105 2500G F1% 1% C G

Rt 604 Halifax Rd

97%

From:

To:

City of Petersburg 1.24 0%142 0.562

Halifax Rd 7400 0% 1% 0.087 7900N F0% 0% N N

CSX RR

99%To:

City of Petersburg 0.06 0%142 0.559

Ingalls Rd 2100 0% 1% 0.088 2200G F0% 0% C G

US 258 Mercury Blvd

Begin State Maintenance

98%

From:To:

From:

City of Hampton (Maint: 999) 0.28 0%143 0.517

Mellen St 2100 0% 1% 0.088 2200G F0% 0% C G

SR 169 Mallory St

98%

From:To:

City of Hampton 0.41 0%143 0.517

County St 4000 1% 1% 0.108 4200G F0% 0% C G

I-64

98%

From:

To:

City of Hampton 0.59 0%143

Tyler St

0.727

Settlers Landing Rd 14000 1% 1% 0.082 15000G F0% 0% F G

Eaton St

97%

From:To:

City of Hampton60 0.67 0%143 0.645

Settlers Landing Rd 11000 1% 1% 0.089 11000G F0% 0% F G

SR 134 Armistead Ave

97%

From:

To:

City of Hampton60 0.46 0%143 0.612

Settlers Landing Rd 12000 1% 1% 0.087 13000G F0% 0% C G

Kecoughtan Rd

97%

From:

To:

60 0.13 0%143

Settlers Landing Rd

0.585

Kecoughtan Rd 8500 1% 1% 0.089 9000G F0% 0% F G

US 60 Kecoughtan Rd

98%To:

City of Hampton60 0.26 0%143 0.51

4286/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Victoria Blvd 2600 1% 1% 0.105 2800G F0% 0% F G

US 60 Kecoughtan Rd

Lasalle Ave

98%

From:To:

From:

City of Hampton 0.54 0%143 0.64

Victoria Blvd 5100 1% 1% 0.103 5400G F0% 0% F G

Powhatan Pkwy

98%

From:To:

City of Hampton 1.25 0%143 0.558

Victoria Blvd 4400 1% 1% 0.096 4700G F0% 0% C G

ECL Newport News

98%

From:

To:

City of Hampton 1.15 0%143

WCL Hampton

0.585

27th St 5900 1% 1% 0.111 6200G F0% 0% F G

SR 143 Par, 28th St

98%

From:

To:

City of Newport News 0.35 0%143

SR 143 Par, 27th St

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.565

28th St 1500 1% 3% 0.162 1600G F0% 0% F G

Chestnut Ave

96%

From:To:

City of Newport News 0.48 0%143

3600 1% 1% 0.123 3800G F0% 0% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.581

28th St 1700 1% 3% 0.155 1800G F0% 0% C G

SR 143 Par, 27th St

96%

From:To:

City of Newport News 0.90 0%143

3700 1% 2% 0.115 3900G F0% 0% C G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.669

0.600

Jefferson Ave 8300 1% 1% 0.101 8800G F1% 0% C G

I-664

96%

From:

To:

City of Newport News 0.33 0%143 0.519

Jefferson Ave 21000 0% 1% 0.087 22000G F0% 0% F G

50th St

98%

From:

To:

City of Newport News 0.61 0%143 0.54

Jefferson Ave 23000 0% 1% 0.087 25000G F0% 0% F G

US 258 Mercury Blvd

98%

From:

To:

City of Newport News 1.89 0%143

Mercury Blvd

0.557

Jefferson Ave 36000 0% 1% 0.085 39000G F1% 1% F G

SR 152 Main St

97%

From:To:

City of Newport News17 1.31 0%143 0.566

Jefferson Ave 41000 0% 1% 0.087 NAG F1% 1% F

SR306 Harpersville Rd

97%

From:To:

City of Newport News17 1.69 0%143 0.582

Jefferson Ave 45000 0% 1% 0.085 49000G F1% 1% F G

J Clyde Morris Blvd

97%

From:

To:

City of Newport News17 1.12 0%143

US 17; J Clyde Morris Blvd

0.513

Jefferson Ave 44000 0% 1% 0.082 47000G F0% 0% F G

Middle Ground Blvd

98%

From:

To:

City of Newport News 1.11 0%143 0.519

Jefferson Ave 46000 0% 1% 0.081 48000G F0% 0% F G

SR 171 Oyster Point Rd

98%

From:

To:

City of Newport News 1.29 0%143 0.55

Jefferson Ave 48000 0% 1% 0.082 51000G F0% 0% F G

I-64

98%

From:

To:

City of Newport News 0.73 0%143 0.52

Jefferson Ave 73000 0% 1% 0.08 78000G F0% 0% F G

Bland Blvd

98%To:

City of Newport News 1.13 0%143 0.544

4296/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Jefferson Ave 49000 0% 1% 0.078 52000G F0% 0% F G

Bland Blvd

SR 173 Denbigh Blvd

98%

From:To:

From:

City of Newport News 0.86 0%143 0.544

Jefferson Ave 29000 0% 1% 0.102 31000A A0% 0% C A

Richneck Rd

98%

From:To:

City of Newport News 0.84 0%143 0.508

Jefferson Ave 25000 0% 1% 0.096 26000G F0% 0% F G

SR 105 Ft Eustis Blvd

98%

From:To:

City of Newport News 2.19 0%143 0.56

Jefferson Ave 8200 0% 1% 0.103 8700G F2% 0% C G

Yorktown Rd

97%

From:To:

City of Newport News 2.55 0%143 0.526

Jefferson Ave 11000 0% 1% 0.099 12000G F2% 0% F G

James City County Line

97%

From:

To:

City of Newport News 1.12 0%143

NCL Newport News

0.568

Merrimac Trail 8200 0% 1% 0.11 8700G F2% 0% F G

York County Line

97%

From:

To:

James City County 2.44 0%143

James City County Line

0.687

Merrimac Trail 12000 0% 1% 0.096 13000G F2% 0% F G

James City County Line

97%

From:

To:

York County 2.50 0%143

York County Line

0.567

Merrimac Trail 14000 0% 1% 0.091 14000G F2% 0% F G

York County Line

97%

From:

To:

James City County 1.12 0%143

James City County Line

0.529

Merrimac Trail 5900 0% 1% 0.137 6300G F2% 0% F G

ECL Williamsburg

97%

From:

To:

York County 0.76 0%143 0.696

Merrimac Trail 5400 0% 1% 0.093 5800G F0% 0% C G

SR 5 Capital Landing Rd

98%

From:To:

City of Williamsburg 0.90 0%143 0.533

Merrimac Trail 7500 0% 1% 0.090 8000G F0% 0% C G

York County Line

98%

From:

To:

City of Williamsburg 0.37 0%143

NCL Williamsburg

0.505

Merrimac Trail 8500 0% 1% 0.091 8800G F0% 0% F G

SR 132

98%

From:To:

York County 0.22 0%143 0.542

Merrimac Trail 15000 0% 1% 0.093 14000G F0% 0% F G

I-64

98%

From:To:

York County 0.60 0%143 0.655

Merrimac Trail 3000 1% 1% 0.160 2900G F0% 0% C G

Camp Peary Main Gate

98%To:

York County 0.24 0%143 0.916

Ramp 5600 0.104 5900G F G

121-7006 Jefferson Ave; 34th St

I-664 EastTo:

From:

City of Newport News (Maint: 99) 0.34143

Ramp 4500 0.093 4800G F G

SR 143 Jefferson Ave

I-64 WestTo:

From:

City of Newport News (Maint: 99) 0.14143

4306/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 2100 0.086 2300G F G

SR 143 Jefferson Ave

I-64 WestTo:

From:

City of Newport News (Maint: 99) 0.22143

Ramp 1900 0.13 2000G F G

SR 143 Jefferson Ave

I-64 EastTo:

From:

City of Newport News (Maint: 99) 0.25143

Ramp 5400 0.084 5300G F G

SR 143 Merrimac Trail

I-64 EastTo:

From:

York County143

Ramp 2300 0.101 2500G F G

SR 143 N, Jefferson Ave

I-64 East Collector RdTo:

From:

City of Newport News (Maint: 99) 0.13

North

143

Ramp 5100 0.084 5400G F G

SR 143 N, Jefferson Ave

I-64 West Collector RdTo:

From:

City of Newport News (Maint: 99) 0.19

North

143

Ramp 2800 0.106 2800G F G

SR 143 Merrimac Trail

I-64 WestTo:

From:

York County 0.16

North

143

Ramp 13000 0.085 14000G F G

SR 143 S, Jefferson Ave

I-64 East Collector RdTo:

From:

City of Newport News (Maint: 99) 0.23

South

143

Ramp 2200 0.093 2400G F G

SR 143 S, Jefferson Ave

I-64 West Collector RdTo:

From:

City of Newport News (Maint: 99) 0.13

South

143

Ramp 3000 0.098 2900G F G

SR 143 Merrimac Trail

I-64 WestTo:

From:

York County 0.20

South

143

27th St 2000 1% 1% 0.097 2200G F0% 0% C G

SR 143; 28th St

Chestnut Ave

98%

From:

To:

From:

City of Newport NewsP

0%143

3600 1% 1% 0.123 3800G F0% 0% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.582

27th St 2000 1% 1% 0.115 2200G F0% 0% C G

Jefferson Ave

98%

From:

To:

City of Newport NewsP

0.90 0%143

27th St

3700 1% 2% 0.115 3900G F0% 0% C G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.643

0.600

Jefferson Ave 2000 1% 1% 0.115 2200N F0% 0% N N

SR 143; 28th St

98%

To:

City of Newport NewsP

0.05 0%143

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.643

Temple Ave 24000 0% 0% 0.106 25000F A0% 0% F F

SR 36 Oaklawn Blvd

74-645 Puddledock Rd

98%To:

From:

Prince George County 1.99 0%144 0.578

4316/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Temple Ave 30000 0% 0% 0.106 32000A A0% 0% C A

74-645 Puddledock Rd

Chesterfield County Line

98%

From:

To:

From:

Prince George County 0.68 0%144

Prince George County Line

0.578

Temple Ave 30000 0% 0% 0.106 32000A A0% 0% C A

ECL Colonial Heights

98%

From:To:

Chesterfield County 0.10 0%144 0.578

Temple Ave 26000 0% 0% 0.085 27000G F0% 0% F G

Conduit Rd

98%

From:To:

City of Colonial Heights 0.93 0%144 0.584

Temple Ave 29000 0% 0% 0.089 30000G F0% 0% F G

I-95

98%

From:To:

City of Colonial Heights 0%144 0.54

Temple Ave 22000 0% 0% 0.089 24000G F0% 0% F G

US 1 Boulevard

98%

From:

To:

City of Colonial Heights 0%144 0.548

Boulevard 18000 0% 0% 0.093 20000G F0% 0% F G

Lakeview Ave

99%

From:

To:

City of Colonial Heights1 301 0.74 0%144 0.519

Boulevard 20000 0% 0% 0.088 NAG F0% 0% F

Ellerslie Ave

99%

From:

To:

City of Colonial Heights1 301 0.17 0%144 0.517

Boulevard 25000 0% 0% 0.091 NAG F0% 0% F

Sherwood Ave

99%

From:

To:

City of Colonial Heights1 301 0.19 0%144 0.501

Boulevard 21000 0% 0% 0.093 22000G F0% 0% F G

NCL Colonial Heights

99%

From:

To:

City of Colonial Heights1 301 0.62 0%144 0.54

Jefferson Davis Hwy 21000 0% 0% 0.093 23000G F0% 0% F G

US 1 Jefferson Davis Hwy

99%

From:

To:

Chesterfield County1 301 0.22 0%144 0.56

Harrowgate Rd 8600 1% 1% 0.096 9200G F0% 0% C G

20-1136 North St

98%

From:To:

Chesterfield County 1.44 0%144 0.547

Harrowgate Rd 7800 1% 1% 0.094 8300G F0% 0% C G

20-619 Happy Hill Rd

97%

From:To:

Chesterfield County 2.24 0%144 0.552

Harrowgate Rd 9400 1% 1% 0.093 10000G F0% 0% C G

SR 10 West Intersection

98%

From:To:

Chesterfield County 1.76 0%144 0.582

Hundred Rd 29000 0% 1% 0.085 31000G F1% 1% F G

SR 10 EAST INTERSECTION

98%

From:To:

Chesterfield County10 0.25 0%144 0.554

Chester Rd 10000 1% 1% 0.1 11000G F0% 0% C G

SR 145 Centralia Rd

98%To:

Chesterfield County 1.77 0%144 0.629

Ramp 8800 0% 1% 0.081 9300G F1% 1% C G

SR 144 Temple Ave

Ramp Split

97%

From:

To:

From:

City of Colonial Heights (Maint: 20) 0%144

SR 144 Ramp to I-95 North

0.654

Ramp 5500 0% 0% 0.086 5900G F1% 1% C G

I-95 South

98%To:

City of Colonial Heights (Maint: 20) 0%144

4326/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 3200 0% 1% 0.115 3500G F1% 1% C G

SR 144 Ramp to I-95 South

I-95 North

97%To:

From:

City of Colonial Heights (Maint: 20) 0%144

Centralia Rd 7900 1% 1% 0.103 8400G F0% 0% C G

SR 10 Iron Bridge Rd

SR 144 Chester Rd

98%

From:To:

From:

Chesterfield County 2.81 0%145 0.502

Chester Rd 21000 1% 1% 0.103 22000G F0% 0% F G

SR 288

98%

From:To:

Chesterfield County 0.46 0%145 0.502

Chester Rd 5500 1% 1% 0.112 5900G F0% 0% F G

US 1, US 301 Jefferson Davis Hwy

98%To:

Chesterfield County 0%145 0.81

23000 0% 0% 0.109 28000G F0% 0% F G

SR 76 Powhite Pkwy

SR 195 Downtown Expwy

98%To:

From:

City of Richmond (Maint: 43) 0.86 0%146 0.714

Ramp 500 0.153 500F F F

SR 146 South

Rosewood AveTo:

From:

City of Richmond (Maint: 43) 0.08

South

146

Huguenot Rd 30000 0% 0% 0.089 32000G F0% 0% F G

US 60 Midlothian Tpke

20-711 Robious Rd

99%

From:

To:

From:

Chesterfield County 1.33 0%147 0.505

Huguenot Rd 32000 0% 0% 0.095 35000G F0% 0% C G

20-678 Buford Rd

99%

From:

To:

Chesterfield County 3.08 0%147 0.553

Huguenot Rd 31000 0% 0% 0.095 34000G F0% 0% F G

SCL Richmond

99%

From:

To:

Chesterfield County 0.59 0%147 0.588

Huguenot Rd 31000 0% 0% 0.095 34000N F0% 0% N N

SR 150 Chippenham Pkwy

99%

From:To:

City of Richmond 0.10 0%147 0.588

Huguenot Rd 22000 0% 0% 0.1 23000G F0% 0% C G

NCL Richmond

99%

From:To:

City of Richmond 1.24 0%147 0.586

Huguenot Rd 22000 0% 0% 0.1 23000N F0% 0% N N

Huguenot Memorial Bridge

99%

From:To:

Henrico County (Maint: 20) 0.38 0%147 0.586

Huguenot Rd 22000 0% 0% 0.098 24000G F0% 0% C G

43-7506 River Rd

99%

From:To:

Henrico County 0.45 0%147 0.592

River Rd 22000 0% 0% 0.081 23000N F0% 0% N N

WCL Richmond

99%

From:

To:

Henrico County 0.02 0%147 0.525

River Rd 22000 0% 0% 0.081 23000G F0% 0% F G

Three Chopt Rd

99%

From:

To:

City of Richmond 0.68 0%147 0.525

Cary St 18000 0% 0% 0.08 19000G F0% 0% F G

Libbie Ave

99%

From:

To:

City of Richmond 0.16 0%147 0.559

Cary St 14000 0% 0% 0.083 15000G F0% 0% C G

Westmoreland St

99%To:

City of Richmond 1.10 0%147 0.509

4336/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Cary St 12000 0% 0% 0.082 13000G F0% 0% F G

Westmoreland St

Thompson St

99%

From:To:

From:

City of Richmond 0.83 0%147 0.549

Cary St 7200 0% 0% 0.08 7700G F0% 0% F G

SR 161 Boulevard

99%

From:

To:

City of Richmond 0.77 0%147

15000 1% 1% 0.078 16000G F0% 0% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.507

Cary St 9000 1% 1% 0.085 9600G F0% 0% C G

US 1; US 301 Belvidere St

98%

From:To:

City of Richmond 1.59 0%147

18000 1% 1% 0.094 20000G F0% 0% C G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.761

Cary St 5700 0% 0% 0.132 6100G F0% 0% F G

US 60, 9th St

99%

To:

City of Richmond 0.81 0%147

14000 1% 0% 0.088 15000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.692

Ramp 4400 0.184 4400G F G

SR 147 Cary St

I-195 SouthTo:

From:

City of Richmond (Maint: 43) 0.09147

Thompson St 11000 1% 1% 0.091 12000G F0% 0% F G

Cary St

Ellwood Ave

98%

From:

To:

From:

City of RichmondP

0.07 0%147

Thompson St

18000 1% 0% NA 20000G 0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.818

Ellwood Ave 7400 2% 1% 0.091 7900G F0% 0% C G

SR 161 Boulevard

96%

From:

To:

City of RichmondP

0.77 0%147

15000 1% 1% 0.078 16000G F0% 0% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.507

Main St 9500 1% 1% 0.099 10000G F0% 0% C G

US 1 US 301 Belvidere St

98%

From:

To:

City of RichmondP

1.56 0%147

18000 1% 1% 0.094 20000G F0% 0% C G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.760

Main St 8000 1% 1% 0.103 8500G F0% 0% F G

US 60 P, 8th St

98%

To:

City of RichmondP

0.81 0%147

14000 1% 0% 0.088 15000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.692

Chances Creek Rd 2700 1% 1% 0.106 2900G F1% 3% C G

I-77

US 52 Fancy Gap Highway

94%To:

From:

Carroll County 0.87 0%148 0.630

Ramp 710 0.085 710G F G

SR 148; 17-775

I-77 SouthTo:

From:

Carroll County 0.18148

Ramp 1600 0.089 1600G F G

SR 148 Chances Creek Rd

I-77 NorthTo:

From:

Carroll County 0.19148

Princess Anne Rd 9700 1% 1% 0.098 10000G F1% 0% C G

SR 165; N Landing Rd

Princess Anne Rd

97%To:

From:

City of Virginia Beach 1.92 0%149 0.576

4346/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 12000 0.121 12000G F G

I-95 North

SR 150 East Exit 15A Ramp to I-95 SouthFrom:

To:

From:

Chesterfield County150

Ramp 24000 0.095 26000G F G

SR 150 E, Chippenham PkwyFrom:

To:

Chesterfield County150

I-95

0.602

Chippenham Pkwy 56000 0% 1% 0.093 61000G F0% 1% F G

US 1 Jefferson Davis Hwy

98%

From:To:

Chesterfield County 0.32 0%150 0.575

Chippenham Pkwy 56000 0% 1% 0.116 59000A A0% 1% C A

20-637 Hopkins Rd

98%

From:To:

Chesterfield County 1.98 0%150 0.566

Chippenham Pkwy 64000 0% 1% 0.092 69000G F0% 1% F G

SR 10 Iron Bridge Rd

98%

From:

To:

Chesterfield County 0.94 0%150 0.509

Chippenham Pkwy 70000 0% 1% 0.092 76000G F0% 1% F G

US 360 Hull Street Rd

98%

From:

To:

Chesterfield County 2.59 0%150 0.572

Chippenham Pkwy 69000 0% 1% 0.095 74000G F0% 1% F G

US 60 Midlothian Trnpk

98%

From:

To:

Chesterfield County 1.67 0%150 0.625

Chippenham Pkwy 65000 0% 1% 0.104 70000G F0% 1% F G

20-686 Jahnke Rd

98%

From:

To:

Chesterfield County 1.07 0%150 0.686

Chippenham Pkwy 61000 0% 1% 0.099 66000G F0% 1% F G

SR 76 Powhite Pkwy

98%

From:

To:

Chesterfield County 0.52 0%150 0.681

Chippenham Pkwy 49000 0% 1% 0.1 53000G F0% 1% F G

ECL Richmond

98%

From:

To:

Chesterfield County 0.50 0%150 0.503

Chippenham Pkwy 49000 0% 1% 0.1 53000G F0% 1% F G

Forest Hill Ave

98%

From:To:

City of Richmond 0.46 0%150 0.503

Chippenham Pkwy 39000 0% 1% 0.103 43000G F0% 1% F G

SR 147 Huguenot Rd

98%

From:To:

City of Richmond 1.36 0%150 0.53

Willey Bridge 38000 0% 1% 0.106 42000G F0% 1% F G

NCL Richmond

98%

From:To:

City of Richmond 1.51 0%150 0.62

Chippenham Pkwy 32000 0% 1% 0.108 35000G F0% 1% F G

Parham Rd

98%To:

Henrico County 1.25 0%150 0.533

Ramp 12000 0% 1% 0.108 13000G F0% 1% F G

SR 150 Ramp

SR 895 West Exit A Ramp

98%

East From:

To:

From:

Chesterfield County 0%

East

150

SR 895 W Exit A Ramp

Ramp 14000 0% 1% 0.113 15000G F0% 1% F G

I-95 South

98%To:

Chesterfield County 0%150

Ramp 23000 0% 1% 0.103 25000G F0% 1% F G

SR 150 W, SR 895 W

I-95 North Exit 67B Ramp

98%To:

From:

Chesterfield CountyP

0%150 0.548

4356/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 11000 0% 1% 0.113 12000G F0% 1% F G

I-95 North Exit 67B Ramp

I-95 South

98%To:

From:

Chesterfield CountyP

0.34 0%150

Patrick Henry Hwy 2400 1% 2% 0.092 2200G F3% 2% C G

US 29 N Amherst Hwy

Nelson County Line

94%

From:

To:

From:

Amherst County 6.34 0%151

Amherst County Line

0.573

1800 0% 1% 0.095 1700G F2% 2% C G

SR 151 Y North of Piney River

94%

From:To:

Nelson County 1.46 0%151 0.506

1600 1% 2% 0.103 1400G F2% 1% F G

S SR 56

94%

From:To:

Nelson County 0.21 0%151 0.503

Patrick Henry Hwy 1900 1% 1% 0.11 1800F F1% 9% F F

N SR 56

89%

From:

To:

Nelson County56 2.56 0%151 0.510

Patrick Henry Hwy 1700 1% 3% 0.096 1600F F1% 4% F F

62-666 Jonesboro Rd

91%

From:

To:

Nelson County 2.30 0%151 0.575

Patrick Henry Hwy 1300 1% 1% 0.104 1200F F1% 9% F F

62-664 Beach Grove Rd

89%

From:

To:

Nelson County 8.09 0%151 0.746

Rockfish Valley Hwy 4000 1% 1% 0.091 3600G F1% 1% C G

SR 6 River Rd

96%

From:

To:

Nelson County 5.52 0%151 0.540

7600 1% 1% 0.089 7000G F1% 5% C G

SR 6 Avon

93%

From:

To:

Nelson County6 6.22 0%151 0.589

8300 1% 1% 0.087 7700G F1% 5% F G

Albemarle County Line

93%

From:

To:

Nelson County 1.41 0%151

Nelson County Line

0.601

Critzers Shop Rd 8700 1% 1% 0.088 8000G F1% 5% F G

US 250 Rockfish Gap Rd

93%To:

Albemarle County (Maint: 62) 1.11 0%151 0.613

Tye Brook Hwy 800 1% 1% 0.113 810G F2% 2% C G

SR 151

SR 56

94%To:

From:

Nelson County 0.23 0%

Wye

151 0.695

Main St 8800 1% 1% 0.095 9400G F1% 0% C G

US 60 Warwick Blvd

US 17, SR 143 Jefferson Ave

98%

From:To:

From:

City of Newport News 0.41 0%152 0.501

Main St 7500 1% 1% 0.1 8000G F0% 0% C G

WCL Hampton

98%

From:

To:

City of Newport News 0.56 0%152

ECL Newport News

0.523

Todds Lane 14000 1% 0% 0.093 15000G F0% 0% C G

Big Bethel Rd

98%

From:

To:

City of Hampton 1.21 0%152 0.537

Todds Lane 15000 1% 0% 0.096 16000G F0% 0% F G

Aberdeen Rd

98%

From:

To:

City of Hampton 1.03 0%152 0.558

Todds Lane 17000 1% 0% 0.095 18000G F0% 0% C G

Mag-Cunningham Connector

99%To:

City of Hampton 0%152 0.565

4366/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Cunningham Dr 17000 1% 0% 0.098 18000G F0% 0% F G

Mag-Cunningham Connector

Coliseum Dr

99%

From:To:

From:

City of Hampton 0%152 0.549

Cunningham Dr 8100 1% 0% 0.099 8600G F0% 0% C G

US 258, SR 134 Mercury Blvd

99%To:

City of Hampton 0.77 0%152 0.608

Rocky Hill Rd 2400 0% 1% 0.094 2400G F1% 6% C G

US 460 Colonial Trail

Amelia County Line

91%

From:

To:

From:

Nottoway County 6.52 0%153

Nottoway County Line

0.5

Military Rd 2700 1% 1% 0.111 2700G F2% 3% C G

04-708 Cralles Rd

93%

From:To:

Amelia County 4.70 0%153 0.539

Military Rd 4300 1% 1% 0.109 4200G F1% 3% C G

SR 38 Five Forks Rd

94%

From:

To:

Amelia County 3.01 0%153 0.551

Military Rd 4500 0% 1% 0.109 4500G F2% 3% C G

04-628 Butlers Rd

95%

From:

To:

Amelia County 1.25 0%153 0.581

Military Rd 4600 1% 1% 0.097 4500G F1% 3% F G

US 360 Patrick Henry Hwy

94%To:

Amelia County 1.67 0%153 0.583

S Durant Rd/S Craig Ave 8400 0% 0% 0.097 8900G F0% 1% C G

I-64 Covington

Chestnut Street

98%

From:

To:

From:

City of Covington (Maint: 03) 0.75 0%154 0.567

Craig Ave 3600 0% 0% 0.101 3800G F0% 0% C G

Locust Street

98%

From:

To:

City of Covington 0.56 0%154

Lexington Avenue

0.663

E Riverside St 2200 0% 1% 0.1 2400G F1% 1% C G

Monroe Avenue

98%

From:To:

City of Covington 0%154 0.618

E Riverside St 4300 0% 1% 0.09 4500G F2% 17% C G

Magazine Avenue

80%

From:

To:

City of Covington 0.24 0%154

Riverside St

0.544

East Hickory St 840 0% 1% 0.107 890G F1% 0% C G

Alleghany Avenue

98%To:

City of Covington 0.09 0%154 0.757

Ramp 1900 0.107 2100G F G

SR 154

I-64 EastTo:

From:

City of Covington (Maint: 03) 0.11154

Ramp 810 0.12 860G F G

SR 154 S Durant Rd/S Craig Ave

I-64 WestTo:

From:

City of Covington (Maint: 03)154

Ramp 1400 0.107 1400G F G

SR 154 TO I-64 EAST

SR 154- A; 107-3605-N001A FROM RTTo:

From:

City of Covington (Maint: 03) 0.04

South

154

Courthouse Rd 1800 0% 1% 0.098 1700F F0% 2% F F

SR 5 John Tyler Memorial Hwy

18-612 Ruthville Rd

96%To:

From:

Charles City County 3.67 0%155 0.560

4376/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Courthouse Rd 2100 0% 2% 0.097 2000F F2% 9% C F

18-612 Ruthville Rd

18-614 Sturgeon Point Rd

87%

From:To:

From:

Charles City County 1.61 0%155 0.534

Courthouse Rd 3600 0.096 3500F F F

New Kent County LineFrom:

To:

Charles City County 1.14155

Charles City County Line

0.589

3600 0.096 3500N F N

US 60 Pocahontas TrailFrom:

To:

New Kent County 1.09155 0.589

N Courthouse Rd 3300 0% 1% 0.092 3200F F1% 2% F F

I-64

96%

From:To:

New Kent County 3.83 0%155 0.519

Courthouse Rd 2600 0% 1% 0.098 2500F F1% 2% C F

SR 249 New Kent Hwy

95%To:

New Kent County 2.19 0%155 0.506

Ramp 950 0.126 2200G F G

SR 155 Courthouse Rd; N Courthouse Rd

I-64 EastTo:

From:

New Kent County 0.24155

Ramp 1900 0.150 1600G F G

SR 155 Courthouse Rd

I-64 WestTo:

From:

New Kent County 0.26155

Prince George Dr 2300 0% 2% 0.091 2300F F3% 10% C F

SR 35 Courtland Rd

US 301 Crater Rd

85%

From:

To:

From:

Prince George County301 0.17 0%156 0.547

Prince George Dr 1900 0% 1% 0.086 1800F F1% 3% C F

74-626 Tavern Rd

95%

From:

To:

Prince George County 4.09 0%156 0.763

Prince George Dr 2200 0% 1% 0.094 2200F F1% 3% F F

US 460 West of Disputanta

95%

From:To:

Prince George County 3.07 0%156 0.701

Prince George Dr 5100 0% 1% 0.082 5400F F1% 3% C F

SR 106 Courthouse Rd; Bypass SR 156 Ruffin Rd

95%

From:To:

Prince George County 5.73 0%156 0.525

Prince George Dr 8400 0% 1% 0.094 9000F F1% 3% F F

74-674 Mount Sinai Rd

95%

From:To:

Prince George County 0.89 0%156 0.576

Prince George Dr 8800 0% 1% 0.091 9300F F1% 2% C F

SCL Hopewell

95%

From:To:

Prince George County 2.24 0%156 0.557

Arlington Rd 8800 0% 1% 0.089 9300F F1% 3% F F

Berry Street

95%

From:

To:

City of Hopewell 0.56 0%156 0.563

High Ave 4700 0% 1% 0.094 5000F F1% 1% C F

SR 36 Winston Churchill Rd

98%

From:

To:

City of Hopewell 0.38 0%156

SR 36, High Ave

0.684

Winston Churchill Dr 13000 0% 1% 0.081 14000F F1% 2% F F

SR 36 Arlington Rd

97%

From:

To:

City of Hopewell36 0.25 0%156 0.62

Winston Churchill Rd 15000 0% 0% 0.081 16000F F0% 0% F F

South 6th Ave

98%To:

City of Hopewell 0%156 0.593

4386/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Winston Churchill Dr 7200 0% 0% 0.082 7600F F0% 0% F F

South 6th Ave

SR 10; Randolph Rd

98%

From:

To:

From:

City of Hopewell 0%156

S RT 10

0.665

Randolph Rd 8600 0% 1% 0.089 9400F F1% 4% F F

ECL Hopewell

94%

From:To:

10 1.26 0%156 0.568

James River Dr 8300 0% 1% 0.092 9100F F1% 7% C F

W SR 156

90%

From:To:

Prince George County10 1.17 0%156 0.609

James River Dr 12000 0% 1% 0.09 12000F F0% 0% C F

N SR 10

99%

From:To:

Prince George County10 106 0.73 0%156 0.569

Jordan Point Rd 6000 0% 0% 0.097 5800F F0% 0% C F

Charles City County Line

99%

From:

To:

Prince George County106 2.69 0%156

Prince George County Line

0.501

5400 0% 1% 0.087 5200F F0% 1% C F

E SR 5

98%

From:

To:

Charles City County106 1.31 0%156 0.510

John Tyler Memorial Hwy 1900 0% 2% 0.111 1800F F1% 0% C F

Henrico County Line

97%

From:

To:

Charles City County5 4.34 0%156

Charles City County Line

0.533

New Market Rd 1900 0% 1% 0.12 1900G F1% 2% C G

W SR 5

96%

From:

To:

Henrico County5 1.72 0%156 0.644

Willis Church Rd 320 3% 1% 0.113 340G F1% 0% C G

Charles City Rd

94%

From:

To:

Henrico County 3.70 0%156

Willis Church Rd

0.837

Charles City Rd 1500 2% 1% 0.114 1600G F1% 1% C G

Elko Rd

96%

From:

To:

Henrico County 1.19 0%156

Charles City Rd

0.583

Elko Rd 1500 2% 1% 0.103 1600G F0% 1% C G

Elko Tract Rd

96%

From:To:

Henrico County 4.40 0%156 0.623

Elko Rd 4400 2% 1% 0.111 4700G F0% 1% F G

E US 60

96%

From:To:

Henrico County 0.54 0%156 0.584

Williamsburg Rd 12000 1% 1% 0.123 12000A A2% 3% C A

I-295

94%

From:To:

60 33 2.24 0%156 0.642

Williamsburg Rd 10000 1% 1% 0.091 11000G F1% 3% F G

SR 33 Nine Mile Rd

94%

From:To:

Henrico County60 33 1.40 0%156 0.555

Williamsburg Rd 9400 1% 1% 0.084 10000G F1% 3% F G

US 60

94%

From:

To:

Henrico County60 1.48 0%156

US 60 Williamsburg Rd

0.53

Airport Dr 28000 1% 1% 0.078 30000G F1% 3% C G

I-64

94%

From:

To:

Henrico County 0%156 0.528

Airport Dr 18000 1% 1% 0.087 19000G F0% 2% C G

SR 33 Nine Mile Rd

96%To:

Henrico County 0.76 0%156 0.582

4396/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Airport Dr 13000 1% 1% 0.095 14000G F2% 3% C G

SR 33 Nine Mile Rd

I-295

92%

From:To:

From:

Henrico County 1.86 0%156 0.555

Airport Dr 4300 0% 1% 0.108 4500G F1% 1% F G

Hanover County Line

96%

From:

To:

Henrico County 1.09 0%156

Henrico County Line

0.695

Cold Harbor Rd 5300 0% 0% 0.112 5700F F0% 0% C F

42-630 Market Rd

99%

From:To:

Hanover County 0.58 0%156 0.566

Cold Harbor Rd 1500 0% 1% 0.112 1600F F0% 2% F F

42-633 Beulah Church Rd

96%

From:To:

Hanover County 2.69 0%156 0.566

Cold Harbor Rd 2600 1% 1% 0.095 2700G F0% 0% C G

42-718 Wyatt House Rd

98%

From:

To:

Hanover County 1.28 0%156 0.577

Cold Harbor Rd 3700 1% 1% 0.097 3900G F0% 0% F G

42-615 Creighton Rd

98%

From:

To:

Hanover County 1.67 0%156 0.614

Cold Harbor Rd 6100 1% 1% 0.107 6500F F0% 0% F F

42-643 Lee Davis Rd

98%

From:

To:

Hanover County 1.23 0%156 0.546

Cold Harbor Rd 10000 0% 1% 0.104 11000F F0% 2% C F

42-642 Bell Creek Rd

96%

From:

To:

Hanover County 1.13 0%156 0.623

Cold Harbor Rd 12000 0% 1% 0.101 12000F F1% 1% F F

US 360 Bus Mechanicsville

97%To:

Hanover County 1.20 0%156 0.619

Ramp 2400 2% 1% 0.111 2500G F1% 7% C G

SR 156 N, Airport Dr

I-64 East

88%To:

From:

Henrico County 0.37 0%

North

156

Ramp 5500 1% 1% 0.075 5800G F1% 2% C G

SR 156 N, Airport Dr

I-64 West

96%To:

From:

Henrico County 0.21 0%

North

156

Ramp 600 0.128 640G F G

SR 156 N, Airport Dr

I-295 SouthTo:

From:

Henrico County 0.35

North

156

Ramp 5800 0.111 6100G F G

SR 156 Airport Dr

I-295 WestTo:

From:

Henrico County 0.22

North

156

Ramp 450 1% 1% 0.116 480G F0% 9% C G

SR 156 S, Airport Dr

I-64 East

89%To:

From:

Henrico County 0.20 0%

South

156

Ramp 4100 1% 1% 0.125 4300G F0% 1% C G

SR 156 S, Airport Dr

I-64 West

97%To:

From:

Henrico County 0.29 0%

South

156

Ramp 490 0.167 510G F G

SR 156 S, Airport Dr

I-295 SouthTo:

From:

Henrico County 0.20

South

156

4406/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 1200 0.186 1300G F G

SR 156 S, Airport Dr

I-295 NorthTo:

From:

Henrico County 0.38

South

156

Ruffin Rd 6400 0% 1% 0.09 6900F F1% 8% C F

SR 106, SR 156 Prince George Dr

74-609 Old Stage Rd

90%

Bypas From:To:

From:

Prince George County106 1.09 0%

Bypas

156 0.559

Ruffin Rd 3900 0% 1% 0.087 4200F F2% 7% C F

SR 10-156 East of Hopewell

90%To:

Prince George County106 3.47 0%156 0.524

Gaskins Rd 16000 1% 0% 0.109 17000G F0% 0% F G

SR 6 Patterson Avenue

Quioccasin Rd

99%

From:To:

From:

Henrico County 0.82 0%157 0.541

Quioccasin Rd 10000 1% 0% 0.101 11000G F0% 0% F G

Pemberton Rd

99%

From:

To:

Henrico County 0.63 0%157

Quioccasin Rd

0.619

Pemberton Rd 6000 1% 0% 0.107 6300G F0% 0% F G

Three Chopt Rd

99%

From:

To:

Henrico County 1.47 0%157 0.554

Pemberton Rd 7900 1% 0% 0.111 8400G F0% 0% C G

US 250 Broad St

99%

From:

To:

Henrico County 1.17 0%157 0.589

Springfield Rd 14000 0% 0% 0.099 15000G F0% 0% F G

Hungary Rd

99%

From:

To:

Henrico County 0.59 0%157 0.502

Springfield Rd 16000 0% 0% 0.108 17000G F0% 0% C G

Nuckols Rd

99%

From:

To:

Henrico County 0.97 0%157 0.604

Springfield Rd 4600 0% 0% 0.138 4900G F0% 0% F G

Francistown Rd

99%

From:To:

Henrico County 1.78 0%157 0.558

Springfield Rd 10000 0% 0% 0.119 11000G F0% 0% F G

US 33 Staples Mill Rd

99%To:

Henrico County 0.28 0%157 0.524

Front St 3100 0% 1% 0.090 3100G F0% 0% F G

SR 72 W Int

SR 72 E Int

99%

From:To:

From:

Town of Coeburn (Maint: 97)72 0.65 0%158 0.593

Front St 600 0% 1% 0.102 590G F0% 0% C G

ECL Coeburn

99%

From:To:

Town of Coeburn (Maint: 97) 1.04 0%158 0.535

600 0% 1% 0.102 590N F0% 0% N N

97-893 Bull Run Dr

99%

From:

To:

Wise County 0.43 0%158 0.535

600 0% 1% 0.102 590N F0% 0% N N

ALT US 58

99%To:

Wise County 0.07 0%158 0.535

Front St 2600 0% 1% 0.092 2600G F1% 2% C G

ALT US 58

SR 72 Laurel Ave

97%To:

From:

Town of Coeburn (Maint: 97)P

0.33 0%158 0.755

4416/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Dunlap Creek Rd 620 1% 0% 0.092 640G F1% 8% C G

SR 311 Kanawha Trail

03-665 Moss Run Rd

91%

From:To:

From:

Alleghany County 8.52 0%159 0.7

Dunlap Creek Rd 890 0% 0% 0.101 920G F1% 5% C G

I-64

93%To:

Alleghany County 2.81 0%159 0.708

Trail of the Lonesome Pine 210 1% 1% 0.127 210G F0% 2% C G

Kentucky State Line

WCL Appalachia

96%

From:To:

From:

Wise County 6.31 0%160

210 1% 1% 0.127 210N F0% 2% N N

SR 68

96%To:

Town of Appalachia (Maint: 97) 1.71 0%160

Commerce Rd 17000 1% 2% 0.078 18000G F2% 7% F G

I-95

Bells Rd

87%

From:

To:

From:

City of Richmond 0.21 0%161

Commerce Rd

0.636

Bells Rd 7600 1% 2% 0.079 8100G F2% 7% C G

US 1, US 301 Jefferson Davis Hwy

87%

From:

To:

City of Richmond 1.17 0%161 0.501

Bells Rd 10000 2% 2% 0.09 11000G F2% 3% C G

Belt Blvd

91%

From:

To:

City of Richmond 0.49 0%161

Bells Rd

0.536

Belt Blvd 4700 2% 2% 0.087 5000G F2% 3% F G

Terminal Ave

91%

From:

To:

City of Richmond 0.84 0%161 0.605

Belt Blvd 5600 2% 2% 0.1 6000G F2% 3% F G

SR 10 W; Broad Rock Rd

91%

From:

To:

City of Richmond 0%161

SR 10 Broad Rock Rd

0.541

Broad Rock Blvd 14000 1% 1% 0.084 15000G F0% 0% F G

N RT 10

98%

From:

To:

10 0.43 0%161

SR 10 E, Broad Rock Rd

0.514

Belt Blvd 11000 2% 1% 0.09 12000G F0% 0% C G

US 360 Hull St

96%

From:To:

City of Richmond 0.30 0%161 0.618

Belt Blvd 16000 3% 1% 0.087 17000G F0% 0% C G

US 60 Midlothian Tpke

96%

From:To:

City of Richmond 0.87 0%161 0.561

Westover Hills Blvd 15000 2% 1% 0.088 16000G F0% 0% C G

Forest Hill Ave

96%

From:To:

City of Richmond 0.92 0%161 0.529

Westover Hills Blvd 9500 2% 1% 0.120 10000G F0% 0% F G

Evelyn Byrd Rd

96%

From:

To:

City of Richmond 0.40 0%161 0.67

Westover Hills Blvd 9700 0% 0% 0.125 10000G F0% 0% F G

South End of Bridge

100%

From:

To:

City of Richmond 0.21 0%161 0.763

Nickel Bridge 9700 0% 0% 0.125 10000G F0% 0% F G

North End of Bridge

100%

From:

To:

City of Richmond 0.38 0%161 0.763

Park Dr 9700 0% 0% 0.125 10000G F0% 0% F G

Shirley Lane

100%To:

City of Richmond 0.31 0%161 0.763

4426/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Park Dr 8800 0% 0% 0.11 9400G F0% 0% C G

Shirley Lane

Rugby Rd

100%

From:To:

From:

City of Richmond 0.43 0%161 0.625

Blanton Ave 8800 0% 0% 0.123 9400G F0% 0% F G

Grant St

100%

From:To:

City of Richmond 0.22 0%161 0.665

Boulevard 8900 0% 0% 0.105 9400G F0% 0% C G

SR 147 Cary St

99%

From:To:

City of Richmond 0.38 0%161 0.507

Boulevard 15000 0% 0% 0.106 16000G F0% 0% F G

US 33; US 250 Broad St

99%

From:To:

City of Richmond 0.84 0%161 0.516

Boulevard 21000 1% 1% 0.093 23000G F0% 1% C G

I-95

98%

From:

To:

City of Richmond 1.05 0%161 0.507

Boulevard 13000 1% 1% 0.104 14000G F1% 2% F G

Westwood Ave

96%

From:

To:

City of Richmond 0.12 0%161 0.521

Hermitage Rd 7900 1% 1% 0.125 8500G F0% 0% C G

I-95

98%

From:

To:

City of Richmond 1.23 0%161 0.657

Hermitage Rd 13000 0% 1% 0.106 14000G F0% 0% F G

NCL Richmond

99%

From:

To:

City of Richmond 0.24 0%161 0.518

Lakeside Ave 13000 0% 1% 0.105 14000G F0% 0% F G

Dumbarton Rd

99%

From:

To:

Henrico County 0.35 0%161 0.547

Lakeside Ave 11000 0% 1% 0.104 12000G F0% 0% C G

SR 356 Hilliard Rd

99%

From:

To:

Henrico County 0.93 0%161

Lakeside Ave

0.501

Hilliard Rd 5700 0% 1% 0.115 6100G F1% 1% C G

US 1; Brook Rd

97%To:

Henrico County 0.74 0%161 0.686

Ramp 4600 0.158 5500A A A

SR 161 Commerce Rd

I-95 SouthTo:

From:

City of Richmond (Maint: 20)161

Ramp 3500 0.106 3800G F G

SR 161

I-95 NorthTo:

From:

City of Richmond (Maint: 20) 0.50161

Ramp 9800 0.109 10000G F G

SR 161 Boulevard

I-95 NorthTo:

From:

City of Richmond (Maint: 43) 0.15161

Ramp 7200 0.125 7700G F G

SR 161 Hermitage Rd

I-95 SouthTo:

From:

City of Richmond (Maint: 43) 0.11161

Second St 11000 0% 1% 0.088 12000N F0% 0% N N

ECL Williamsburg

SR 143 Merrimac Trail

98%To:

From:

York County 0%162 0.544

4436/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Wards Rd 14000 0% 1% 0.087 15000G F0% 0% F G

Bus US 29, US 501 Lynchburg Expressway

SR 128 Candler Mtn Rd

98%

From:To:

From:

City of Lynchburg 0.44 0%163 0.557

Wards Rd 22000 0% 1% 0.084 24000G F0% 0% F G

Bus US 460 Fort Avenue

98%

Bus From:

To:

City of Lynchburg 0.42 0%163

Wards Rd

0.525

Fort Ave 20000 0% 1% 0.084 21000G F0% 0% C G

Memorial Ave

98%

From:

To:

City of Lynchburg460 1.19 0%163

Fort Ave

0.513

Memorial Ave 9700 0% 1% 0.081 10000G F0% 0% C G

Oakley Ave

99%

From:To:

City of Lynchburg 0.60 0%163 0.62

Memorial Ave 12000 0% 1% 0.09 13000G F0% 0% F G

Park Ave

99%

From:

To:

City of Lynchburg 0.47 0%163 0.635

Memorial Ave 9000 0% 1% 0.082 9600G F0% 0% F G

Langhorne Rd

99%

From:

To:

City of Lynchburg 0.33 0%163 0.581

5th St 10000 0% 1% 0.084 11000G F0% 0% F G

Pollard St

99%

From:

To:

City of Lynchburg 0.17 0%163 0.622

5th St 10000 0% 1% 0.091 11000G F0% 0% F G

Pierce St

99%

From:

To:

City of Lynchburg 0.26 0%163 0.606

5th St 9300 0% 0% 0.092 9900G F0% 1% F G

Park Ave

98%

From:

To:

City of Lynchburg 0.22 0%163 0.61

5th St 9700 0% 1% 0.089 10000G F0% 0% C G

Clay St

98%

From:

To:

City of Lynchburg 0.40 0%163 0.586

5th St 13000 0% 0% 0.093 14000G F0% 1% C G

Amherst County Line

98%

From:

To:

City of Lynchburg 0.60 0%163

NCL Lynchburg

0.632

Amherst Hwy 7600 0% 0% 0.093 8100G F0% 1% C G

Bus US 29

98%To:

Amherst County 1.64 0%163 0.606

Western Freeway 22000 0% 0% 0.088 25000F F1% 3% F F

US 17 Bridge Road

I-664

96%

From:To:

From:

City of Suffolk (Maint: 61) 0.80 0%164 0.726

Western Freeway 38000 0% 0% 0.087 42000F F1% 3% F F

SR 135 College Dr

96%

From:To:

City of Suffolk (Maint: 61) 0.68 0%164 0.570

Western Freeway 50000 0% 0% 0.114 56000A A1% 3% C A

WCL Portsmouth

96%

From:

To:

City of Suffolk (Maint: 61) 0.09 0%164

ECL Suffolk

0.575

Western Freeway 50000 0% 0% 0.114 56000A A1% 3% C A

Towne Point Rd

96%

From:

To:

City of Portsmouth (Maint: 64) 0.77 0%164 0.575

Western Freeway 57000 0% 0% 0.09 NAG F1% 3% F

Cedar Lane

96%To:

City of Portsmouth (Maint: 64) 1.39 0%164 0.626

4446/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Western Freeway 57000 0% 0% 0.09 54000G F1% 3% F G

Cedar Lane

West Norfolk Rd

96%

From:To:

From:

City of Portsmouth (Maint: 64) 1.70 0%164 0.626

Western Freeway 50000 0% 0% 0.089 57000G F1% 3% F G

US 58, SR 337 Martin Luther King Fwy

96%To:

City of Portsmouth (Maint: 64) 1.89 0%164 0.631

Ramp 2200 0% 0% 0.134 2500G F1% 3% F G

SR 164 E, Western Freeway

I-664 West

96%To:

From:

City of Suffolk (Maint: 61) 0.20 0%

East

164

Ramp 5400 0% 0% 0.087 6100G F1% 3% F G

SR 164 W, Western Freeway

I-664 East

96%To:

From:

City of Suffolk (Maint: 61) 0.22 0%

West

164

Ramp 8600 0% 0% 0.122 9700G F1% 3% F G

SR 164 W, Western Freeway

I-664 West

96%To:

From:

City of Suffolk (Maint: 61) 0.35 0%

West

164

Moses Grandy Trail 12000 1% 1% 0.099 12000G F0% 0% C G

Bus US 17 George Washington Hwy

US 17 Dominion Blvd

98%

From:

To:

From:

City of Chesapeake 0%165 0.519

Cedar Rd 23000 1% 1% 0.09 24000G F0% 0% C G

Bells Mill Rd West

98%

From:

To:

City of Chesapeake 0%165 0.535

Cedar Rd 27000 1% 1% 0.089 29000G F0% 0% F G

131-8798 Bells Mill Rd East

98%

From:

To:

City of Chesapeake 0%165 0.529

Cedar Rd 24000 1% 1% 0.081 26000G F0% 0% F G

Bus SR 168 Battlefield Blvd

98%

Bus From:

To:

City of Chesapeake 1.73 0%165 0.57

Battlefield Blvd 28000 0% 1% 0.083 NAG F0% 0% C

BUS SR 168 Battlefield Blvd

99%

From:To:

City of Chesapeake168 0.26 0%165 0.505

Mt Pleasant Rd 17000 1% 1% 0.102 18000G F1% 1% F G

SR 168 Great Bridge Bypass

97%

From:To:

City of Chesapeake 0.75 0%165 0.613

Mt Pleasant Rd 17000 1% 1% 0.097 18000G F1% 1% C G

131-866 Centerville Tpke

97%

From:To:

City of Chesapeake 2.57 0%165 0.511

Mt Pleasant Rd 9100 0% 1% 0.110 9700G F1% 1% C G

131-8667 Fentress Airfield Rd

97%

From:To:

City of Chesapeake 4.53 0%165 0.558

Mt Pleasant Rd 9700 0% 1% 0.116 10000G F1% 1% F G

WCL Virginia Beach

97%

From:

To:

City of Chesapeake 0.91 0%165

ECL Chesapeake

0.661

North Landing Rd 9200 0% 1% 0.110 9900G F0% 0% F G

134-8667 Salem Rd

99%

From:

To:

City of Virginia Beach 1.49 0%165 0.617

North Landing Rd 11000 0% 1% 0.110 11000G F0% 0% C G

SR 149 Princess Anne Rd

99%To:

City of Virginia Beach 2.64 0%165 0.626

4456/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Princess Anne Rd 28000 0% 1% 0.087 30000G F1% 0% F G

North Landing Rd

Dam Neck Rd

98%

From:To:

From:

City of Virginia Beach 2.68 0%165 0.553

Princess Anne Rd 43000 0% 1% 0.098 47000G A0% 0% C G

Independence Blvd South

98%

From:

To:

City of Virginia Beach 1.46 0%165

Independence Blvd Blvd

0.556

Princess Anne Rd 41000 0% 1% 0.098 43000G A1% 0% F G

Lynnhaven Pkwy

98%

From:To:

City of Virginia Beach 0.48 0%165 0.556

Princess Anne Rd 48000 0% 1% 0.098 51000G A1% 0% F G

Ferrell Pkwy

98%

From:To:

City of Virginia Beach 0.40 0%165 0.556

Princess Anne Rd 31000 0% 1% 0.095 33000G F0% 0% F G

134-8640 Providence Rd

98%

From:

To:

City of Virginia Beach 0.69 0%165 0.597

Princess Anne Rd 24000 0% 1% 0.095 25000G F1% 0% C G

134-7837 Edwin Dr

98%

From:

To:

City of Virginia Beach 1.07 0%165 0.564

Princess Anne Rd 24000 0% 1% 0.096 26000G F1% 0% F G

SR 190 Kempsville Rd

98%

From:

To:

City of Virginia Beach 0%165 0.580

Princess Anne Rd 22000 1% 1% 0.105 23000G F0% 0% C G

134-8730 Cheyenne Rd

98%

From:

To:

City of Virginia Beach 0%165 0.624

Princess Anne Rd 23000 1% 1% 0.091 24000G F0% 0% F G

ECL Norfolk; Newtown Rd

98%

From:

To:

City of Virginia Beach 0.31 0%165

WCL Virginia Beach, SR 403 Newtown Rd

0.676

Kempsville Rd 17000 1% 1% 0.092 18000G F0% 0% C G

US 58 Virginia Beach Blvd

98%

From:

To:

City of Norfolk 1.00 0%165 0.651

Kempsville Rd 9800 1% 1% 0.101 11000G F0% 0% F G

US 13 Northampton Blvd

98%

From:

To:

City of Norfolk 1.57 0%165

Kempsville Rd

0.587

Northampton Blvd 23000 1% 1% 0.095 25000G F0% 1% F G

SR 166, US13

97%

From:

To:

City of Norfolk13 166 0.26 0%165

US 13 Northampton Blvd; SR 166 Princess Anne Rd

0.538

Military Hwy North 30000 1% 1% 0.085 32000G F0% 0% F G

I-64

97%

From:To:

City of Norfolk 0%165 0.535

Military Hwy North 18000 1% 1% 0.084 20000G F0% 0% F G

SR 192 Azalea Garden Rd

97%

From:To:

City of Norfolk 0.60 0%165 0.577

Military Hwy North 17000 1% 1% 0.085 18000G F0% 0% C G

SR 247 Norview Ave

97%

From:

To:

City of Norfolk 0.39 0%165 0.551

Military Hwy North 19000 1% 1% 0.084 20000G F0% 0% F G

SR 170 Little Creek Rd

97%

From:

To:

City of Norfolk 1.65 0%165 0.511

Little Creek Rd 32000 1% 1% 0.085 NAG F1% 1% F

SR 194 Chesapeake Blvd

97%

From:

To:

City of Norfolk 0.12 0%165 0.536

Little Creek Rd 22000 1% 1% 0.091 24000G F1% 1% F G

Tidewater & Sewells Point Rd

97%To:

City of Norfolk 0.58 0%165 0.585

4466/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Little Creek Rd 20000 1% 1% 0.101 22000G F1% 1% F G

Tidewater & Sewells Point Rd

NHS Change

97%

From:

To:

From:

City of Norfolk 0.86 0%165

I-64

0.672

Little Creek Rd 23000 1% 1% 0.074 25000G F1% 1% F G

US 460 Granby St

97%

From:To:

City of Norfolk 0.36 0%165 0.525

Little Creek Rd 18000 1% 1% 0.084 20000G F0% 0% C G

Diven St

98%

From:To:

City of Norfolk 1.19 0%165 0.557

Little Creek Rd 10000 1% 1% 0.084 11000G F0% 0% F G

SR 337 Hampton Blvd

98%To:

City of Norfolk 0.79 0%165 0.582

Ramp 4800 0.084 5100G F G

SR 165 Little Creek Rd

I-64 EastTo:

From:

City of Norfolk (Maint: 64) 0.11165

Ramp NA NA NA

SR 165 N, Military Hwy North

Robin Hood Rd RampNorth From:

To:

From:

City of Norfolk (Maint: 64) 0.11

North

165

Ramp 7100 0.102 7600G F G

I-64 WestTo:

City of Norfolk (Maint: 64) 0.11165

Bainbridge Blvd 1700 1% 2% 0.093 1900G F7% 3% F G

US 17 Dominion Blvd

SR 190 Great Bridge Blvd

87%

From:

To:

From:

City of Chesapeake 0%166 0.682

Bainbridge Blvd 5800 1% 2% 0.101 6500F F7% 3% C F

US 13 Military Hwy

87%

From:

To:

City of Chesapeake 0.69 0%166 0.578

Bainbridge Blvd 9600 0% 1% 0.103 10000F F1% 3% F F

Freeman Ave

94%

From:To:

460 0%166 0.561

Bainbridge Blvd 8900 0% 1% 0.086 9400G F1% 3% F G

Chesapeake Dr

94%

From:To:

City of Chesapeake460 1.25 0%166 0.534

Bainbridge Blvd 7500 0% 1% 0.085 8000F F1% 3% C F

SR 337 Poindexter St

94%

From:

To:

City of Chesapeake460 0.81 0%166

Bainbridge Blvd

0.631

Poindexter St 6800 1% 1% 0.119 7200G F0% 0% C G

Liberty St

98%

From:To:

City of Chesapeake460 0.56 0%166 0.699

22nd St 5100 1% 1% 0.122 5400G F0% 0% F G

SCL Norfolk

98%

From:

To:

City of Chesapeake460 0.39 0%166

NCL Chesapeake

0.738

Wilson Rd 6400 1% 1% 0.1 6800G F0% 0% F G

Campostella Ave

98%

From:

To:

City of Norfolk (Maint: 131)460 0.65 0%166

Wilson Rd

0.542

Campostella Rd 45000 1% 1% 0.113 49000G F1% 2% F G

Kimball Terr

95%To:

City of Norfolk460 168 0.73 0%166 0.783

4476/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Brambleton Ave 41000 1% 1% 0.082 NAG F1% 1% C

Kimball Terr

US 460 Brambleton Ave

96%

From:To:

From:

City of Norfolk460 168 0.30 0%166 0.614

Park Ave 12000 1% 1% 0.098 13000G F0% 0% C G

US 58 Va Beach Blvd

97%

From:To:

City of Norfolk 0.45 0%166 0.523

Park Ave 10000 1% 1% 0.101 12000G F0% 0% F G

Princess Anne Rd

97%

From:

To:

City of Norfolk 0.14 0%166

Park Ave

0.556

Princess Anne Rd 17000 1% 1% 0.087 18000G F1% 1% F G

Merrimac Ave

97%

From:To:

City of Norfolk 0.65 0%166 0.505

Princess Anne Rd 18000 1% 1% 0.088 19000G F1% 1% F G

Ballentine Blvd

97%

From:

To:

City of Norfolk 0.30 0%166 0.522

Princess Anne Rd 19000 1% 1% 0.101 20000A A1% 1% C A

Azalea Garden Rd

97%

From:

To:

City of Norfolk 0.95 0%166 0.547

Princess Anne Rd 17000 1% 1% 0.086 19000G F1% 1% F G

US 13 Military Hwy

97%

From:

To:

City of Norfolk 1.46 0%166 0.537

Northampton Blvd 23000 1% 1% 0.095 25000G F0% 1% F G

SR 165 Princess Anne Rd

97%

From:

To:

City of Norfolk13 165 0.26 0%166

SR 165 Military Hwy

0.538

Northampton Blvd 31000 0% 1% 0.092 32000G F1% 3% F G

I-64

96%

From:

To:

City of Norfolk13 0.62 0%166 0.602

Northampton Blvd 73000 0% 1% 0.081 75000G F1% 3% F G

CL Virginia Beach

96%

From:

To:

City of Norfolk13 0.20 0%166 0.557

Northampton Blvd 49000 0% 1% 0.072 51000G F1% 3% F G

US 13; Diamond Springs Rd

96%

From:

To:

City of Virginia Beach13 0.95 0%166

US 13 Northampton Blvd

0.593

Diamond Springs Rd 25000 0% 1% 0.08 26000G F1% 1% C G

US 60 Shore Dr

97%To:

City of Virginia Beach 1.32 0%166 0.590

Battlefield Blvd 26000 1% 1% 0.157 24000A A1% 1% C A

North Carolina State Line

Bus SR 168 Battlefield Blvd; Gallbush Rd

97%

From:To:

From:

City of Chesapeake 1.79 0%168 0.538

Chesapeake Expressway 12000 1% 1% 0.087 11000F F1% 1% F F

Bus SR 168 Battlefield Blvd; Near Indian Creek Rd

97%

From:To:

City of Chesapeake 2.92 0%168 0.715

Chesapeake Expressway 12000 0% 1% 0.086 11000F F1% 0% F F

Hillcrest Pkwy

98%

From:

To:

City of Chesapeake (Maint: TOL) 2.94 0%168 0.716

Chesapeake Expressway 35000 1% 1% 0.086 33000F F1% 1% F F

End Toll Road

97%

From:

To:

City of Chesapeake (Maint: TOL) 0%168 0.663

Great Bridge Bypass 35000 1% 1% 0.086 33000F F1% 1% F F

Bus SR 168 Battlefield Blvd

97%To:

City of Chesapeake 0%168 0.663

4486/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Great Bridge Bypass 32000 1% 1% 0.084 30000F F1% 1% F F

Bus SR 168 Battlefield Blvd

Hanbury Rd

97%

From:To:

From:

City of Chesapeake 0.20 0%168 0.65

Great Bridge Bypass 44000 1% 1% 0.084 41000F F1% 1% F F

SR 165 Mt Pleasant Rd

97%

From:To:

City of Chesapeake 1.50 0%168 0.65

Great Bridge Bypass 58000 0% 2% 0.085 54000F F0% 1% C F

Bus SR 168 Battlefield Blvd

97%

From:To:

City of Chesapeake 2.49 0%168 0.643

Oak Grove Connector 61000 1% 1% 0.084 57000F F0% 1% F F

I-64

97%

From:To:

City of Chesapeake 1.82 0%168 0.589

Hampton Roads Beltway

I-64; US 17From:

To:

City of Chesapeake (Maint: 64)64 0.50 See I-64 for directional traffic volume estimates for this segment.168

SR 168 CD Rd

101000 0% 1% NA 108000N 1% 1% N N97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

I-64 W Exit 290

Ramp to Bus SR 168 SFrom:

To:

64 See I-64 for directional traffic volume estimates for this segment.168

I-64 W Exit 290

Ramp From SR 168 SFrom:

To:

City of Chesapeake (Maint: 64)64 0.10 See I-64 for directional traffic volume estimates for this segment.168

I-64 W Exit 290

Ramp to SR 168, Bus SR 168From:

To:

City of Chesapeake (Maint: 64)64 0.20 See I-64 for directional traffic volume estimates for this segment.168

Ramp to Bus SR 168

Ramp

Bus SR 168Bus From:

To:

City of Chesapeake (Maint: 64)64 0.18 See I-64 for directional traffic volume estimates for this segment.168

Battlefield Blvd 54000 1% 1% 0.086 57000N F3% 7% N N

End Bus SR 168

89%

From:

To:

City of Chesapeake168 0.35 0%168

I-64; US 17

0.553

Battlefield Blvd 34000 0% 1% 0.086 36000F F1% 3% F F

US 13 Military Hwy

95%

From:To:

City of Chesapeake 0.54 0%168 0.547

Battlefield Blvd 20000 1% 1% 0.082 21000G F1% 2% F G

Campostella Rd

96%

From:To:

City of Chesapeake 0.47 0%168 0.519

Atlantic Ave 14000 1% 1% 0.093 15000G F1% 2% F G

Providence Rd

96%

From:To:

City of Chesapeake 0.42 0%168 0.542

Atlantic Ave 15000 1% 1% 0.113 16000A A1% 2% C A

Old Atlantic Avenue

96%

From:

To:

City of Chesapeake 1.16 0%168 0.512

Atlantic Ave 8700 1% 1% 0.102 9300G F1% 2% F G

SR 246 Liberty Rd

96%

From:

To:

City of Chesapeake 0.39 0%168 0.56

Campostella Rd 15000 1% 1% 0.099 16000F F1% 2% F F

SCL Norfolk

96%

From:

To:

City of Chesapeake 0.35 0%168 0.599

Campostella Rd 17000 1% 1% 0.102 18000G F1% 2% F G

SR 407 Indian River Rd

96%To:

City of Norfolk 0.52 0%168 0.601

4496/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Campostella Rd 22000 1% 1% 0.103 24000G F1% 2% F G

SR 407 Indian River Rd

US 460 Wilson Rd

96%

From:

To:

From:

City of Norfolk 0.26 0%168

Wilson Rd

0.62

Campostella Rd 45000 1% 1% 0.113 49000G F1% 2% F G

Kimball Terr

95%

From:To:

City of Norfolk460 166 0.73 0%168 0.783

Brambleton Ave 41000 1% 1% 0.082 NAG F1% 1% C

Park Ave

96%

From:To:

City of Norfolk460 166 0.30 0%168 0.614

Brambleton Ave 34000 1% 1% 0.082 NAG F1% 2% C

Brambleton Ave

95%

From:To:

City of Norfolk460 0.40 0%168 0.558

Tidewater Dr 31000 0% 1% 0.082 NAG F0% 1% F

US 58 Va Beach Blvd

98%

From:

To:

City of Norfolk 0.31 0%168 0.508

Tidewater Dr 29000 0% 1% 0.081 NAG F0% 1% F

Lindenwood Ave

98%

From:

To:

City of Norfolk 0.89 0%168 0.503

Tidewater Dr 28000 0% 1% 0.080 NAG F0% 1% F

Cromwell Dr

98%

From:

To:

City of Norfolk 0.81 0%168 0.514

Tidewater Dr 34000 0% 1% 0.096 37000A A0% 1% C A

Norview Ave

98%

From:

To:

City of Norfolk 1.03 0%168 0.531

Tidewater Dr 39000 0% 1% 0.085 NAG F0% 1% F

I-64

98%

From:

To:

City of Norfolk 1.11 0%168 0.517

Tidewater Dr 28000 0% 1% 0.085 NAG F0% 0% F

SR 165 Little Creek Rd

99%

From:

To:

City of Norfolk 0.60 0%168 0.618

Tidewater Dr 16000 0% 1% 0.091 17000G F0% 0% C G

Bay View Blvd

99%

From:To:

City of Norfolk 1.29 0%168 0.630

Tidewater Dr 10000 0% 1% 0.095 11000G F0% 0% F G

US 460 Granby St

99%

From:To:

City of Norfolk 1.01 0%168 0.532

Tidewater Dr 7800 0% 1% 0.095 8300G F0% 0% F G

US 60 Ocean View Ave

99%To:

City of Norfolk 0.75 0%168 0.636

Ramp NA NA NA

SR 168; 1SR 168-P SR 168-N015B

US 17-N017C TO RT 64 WESTTo:

From:

City of Chesapeake (Maint: 64)

North

168

Ramp NA NA NA

SR 168; 1SR 168-P SR 168-N015A

SR 168-N015C TO RT 17 SOUTH & 190North From:

To:

From:

City of Chesapeake (Maint: 64)

North

168

Ramp 17000 0.110 19000G F G

US 17-N017B FROM RT 17 NORTH TO 464 NORNorth From:

To:

City of Chesapeake (Maint: 64) 0.05168

Ramp 5100 0.127 5500G F G

I-64-W291A US 17-N017To:

City of Chesapeake (Maint: 64) 0.07168

4506/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp NA NA NA

SR 168-N015B TO RT 17 SOUTH & 190

SR 168-S015A TO RT 17 SOUTH & 190To:

From:

City of Chesapeake (Maint: 64) 0.38

North

168

Ramp 5200 0.092 5500G F G

SR 168 N, Tidewater Dr

I-64 WestTo:

From:

City of Norfolk (Maint: 64) 0.27

North

168

Ramp 4800 0.094 5100G F G

SR 168 Tidewater Dr

I-64 EastTo:

From:

City of Norfolk (Maint: 64) 0.20

North

168

Ramp 14000 0.084 15000G F G

1SR 168-P TO RT 190

SR 168-N015C TO RT 17 SOUTH & 190South From:

To:

From:

City of Chesapeake (Maint: 64)

South

168

Ramp NA NA NA

US 17 SR 190 FROM & TO RT 464,64 &To:

City of Chesapeake (Maint: 64)168

Ramp 3300 0.086 3500G F G

SR 168 S, Tidewater Dr

I-64 EastTo:

From:

City of Norfolk (Maint: 64) 0.17

South

168

Ramp 2900 0.096 3100G F G

SR 168 Tidewater Dr

I-64 WestTo:

From:

City of Norfolk (Maint: 64) 0.13

South

168

SR 168 SB From I 464 S to south of Interchange NA NA NA

SR 168 south of Interchange

I-464 STo:

From:

City of ChesapeakeP

168

Battlefield Blvd 13000 1% 1% 0.088 14000G F1% 1% F G

SR 168 Chesapeake Expressway; Battlefield Blvd

Indian Creek Rd

97%

Bus From:To:

From:

City of Chesapeake 2.70 0%

Bus

168 0.630

Battlefield Blvd 16000 1% 1% 0.088 17000G F1% 1% F G

Centerville Tpke

97%

Bus From:To:

City of Chesapeake 1.55 0%168 0.599

Battlefield Blvd 19000 1% 1% 0.121 20000G F1% 1% F G

SR 168 Great Bridge Bypass

97%

Bus From:To:

City of Chesapeake 3.78 0%168 0.553

Battlefield Blvd 9800 0% 1% 0.103 10000G F0% 0% F G

131-8802 Hanbury Rd

99%

Bus From:

To:

City of Chesapeake 0.28 0%168 0.687

Battlefield Blvd 11000 0% 1% 0.103 12000G F0% 0% F G

SR 165 S, Mount Pleasant Rd, Johnstown Rd

99%

Bus From:

To:

City of Chesapeake 1.70 0%168 0.687

Battlefield Blvd 28000 0% 1% 0.083 NAG F0% 0% C

SR 165 North; Cedar Road

99%

Bus From:

To:

City of Chesapeake165 0.26 0%168 0.505

Battlefield Blvd 30000 0% 0% 0.088 32000F F0% 0% C F

SR 190 Great Bridge Blvd

99%To:

City of Chesapeake 1.24 0%168 0.579

4516/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Battlefield Blvd 32000 0% 1% 0.081 34000G F0% 0% F G

SR 190 Great Bridge Blvd

SR 168 Great Bridge Bypass

99%

Bus From:To:

From:

City of Chesapeake 0.17 0%

Bus

168 0.566

Battlefield Blvd 34000 1% 1% 0.087 36000F F1% 1% C F

Hollywood Rd; Oak Grove Rd

96%

Bus From:To:

City of Chesapeake 1.39 0%168 0.650

Battlefield Blvd 44000 1% 1% 0.087 47000F F2% 1% C F

Volvo Pkwy

96%

Bus From:To:

City of Chesapeake 0.68 0%168 0.650

Battlefield Blvd 54000 1% 1% 0.086 57000F F3% 7% C F

I-64

89%

Bus From:To:

City of Chesapeake 0.58 0%168 0.553

Battlefield Blvd 54000 1% 1% 0.086 57000N F3% 7% N N

SR 168 Battlefield Blvd

89%To:

City of Chesapeake168 0.35 0%168 0.553

Ramp From Bus SR 168 NB to I-64 WB 9100 0% 0% 0.083 9800G F0% 0% C G

Bus SR 168 North

I-64 West Collector Rd

99%To:

From:

City of Chesapeake (Maint: 64) 0.28 0%

Bus

168

Ramp From Bus SR 168 NB to I-64 EB 7600 0% 1% 0.076 8100G F0% 1% C G

Bus SR 168 North

I-64 East Collector Rd

97%To:

From:

City of Chesapeake (Maint: 64) 0.18 0%

Bus

168

Ramp 3800 0% 2% 0.076 4000G F1% 3% C G

SR 168 Battlefield Blvd S

I-64 West Collector Rd

94%To:

From:

City of Chesapeake (Maint: 64) 0.17 0%

Bus

168

Ramp 3600 1% 1% 0.078 3900G F2% 9% C G

Bus SR 168 Battlefield Blvd S

I-64 East

86%To:

From:

City of Chesapeake (Maint: 64) 0.35 1%

Bus

168

Mallory St 7200 1% 0% 0.083 7700N F0% 0% N N

SR 143 Mellen St

SR 143 County St

99%

From:To:

From:

City of Hampton 0.07 0%169 0.669

Mallory St 7200 1% 0% 0.083 7700G F0% 0% F G

US 258 Mercury Blvd

99%

From:To:

City of Hampton 0.15 0%169 0.669

Mallory St 4400 1% 0% 0.080 4600G F0% 0% C G

SR 351 E, Pembroke Ave

99%

From:To:

City of Hampton 1.95 0%169 0.594

Pembroke Ave 2200 1% 2% 0.09 2400G F0% 0% C G

SR 351 W, Pembroke Ave

97%

From:

To:

City of Hampton351 0.60 0%169 0.625

Old Buckroe Rd 4700 1% 0% 0.086 5000G F0% 0% C G

Fox Hill Rd

99%

From:

To:

City of Hampton 1.37 0%169

Old Buckroe Rd

0.571

Fox Hill Rd 11000 1% 0% 0.091 12000G F0% 0% F G

Woodland Rd

99%

From:

To:

City of Hampton 1.08 0%169 0.626

Fox Hill Rd 17000 1% 0% 0.088 18000G F0% 0% C G

Clemwood Pkwy

99%To:

City of Hampton 0.88 0%169 0.611

4526/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Fox Hill Rd 22000 1% 0% 0.089 23000G F0% 0% F G

Clemwood Pkwy

US 258; Mercury Blvd

99%To:

From:

City of Hampton 0.95 0%169 0.617

Little Creek Rd 21000 0% 1% 0.081 23000G F0% 1% F G

SR 165 N Military Hwy

Halprin Drive

98%

From:To:

From:

City of Norfolk 1.08 0%170 0.515

Little Creek Rd 19000 0% 1% 0.091 21000G F0% 1% F G

SR 192 Azalea Garden Rd

98%

From:To:

City of Norfolk 0.48 0%170 0.525

Little Creek Rd 18000 0% 1% 0.088 20000G F0% 1% F G

US 60 Shore Drive

98%To:

City of Norfolk 1.09 0%170 0.518

Oyster Point Rd 38000 1% 1% 0.087 40000G F0% 0% F G

SR 143 Jefferson Ave

121-12 Canon Blvd

98%

From:

To:

From:

City of Newport News 0.70 0%171 0.53

Oyster Point Rd 42000 1% 1% 0.104 45000G F0% 0% F G

I-64

98%

From:

To:

City of Newport News 0.17 0%171 0.543

Victory Blvd 42000 0.094 44000G F G

York County LineFrom:

To:

City of Newport News 0.74171

WCL Newport News

0.629

Victory Blvd 35000 0% 0% 0.088 38000G F0% 0% C G

US 17 George Washington Mem Hwy

99%

From:

To:

York County 0.82 0%171 0.588

Victory Blvd 28000 0% 0% 0.092 NAG F0% 0% F

SR 134 Hampton Hwy

99%

From:

To:

York County 0.35 0%171 0.573

Victory Blvd 16000 0% 0% 0.083 18000G F0% 0% F G

99-600 Big Bethel Rd

99%

From:To:

York County 1.02 0%171 0.61

Victory Blvd 17000 0% 0% 0.092 18000G F0% 0% F G

WCL Poquoson

99%

From:

To:

York County 1.48 0%171

York County Line

0.573

Victory Blvd 10000 0% 0% 0.089 11000G F0% 0% C G

SR 172 Wythe Creek Rd

99%

From:To:

City of Poquoson 0.79 0%171 0.579

Little Florida Rd 9900 0% 0% 0.089 11000G F0% 0% F G

Far Street

99%

From:To:

City of Poquoson 1.00 0%171 0.652

Little Florida Rd 6800 0% 0% 0.091 7300G F0% 0% F G

Poquoson Ave

99%

From:

To:

City of Poquoson 0.44 0%171 0.668

Poquoson Ave 5900 1% 0% 0.094 6300G F0% 0% C G

Bunting Rd

98%

From:

To:

City of Poquoson 0.50 0%171 0.642

Poquoson Ave 3200 1% 0% 0.095 3400G F0% 0% F G

147-7050 Ridge Rd

98%

From:

To:

City of Poquoson 0.91 0%171 0.626

Poquoson Ave 2400 1% 0% 0.096 2500G F0% 0% C G

Messick Rd

97%To:

City of Poquoson 1.00 0%171 0.643

4536/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Messick Rd 1100 2% 0% 0.100 1200G F0% 1% C G

Poquoson Ave

Messick Pt

97%To:

From:

City of Poquoson 1.27 0%171 0.613

Ramp 8100 0.084 8700G F G

SR 171 E, Victory Blvd; Oyster Point Rd

I-64 EastTo:

From:

City of Newport News (Maint: 99) 0.33

East

171

Ramp 1900 0.133 2000G F G

SR 171 E, Victory Blvd

I-64 WestTo:

From:

City of Newport News (Maint: 99) 0.25

East

171

Ramp 4400 0.116 4700G F G

SR 171 W, Victory Blvd

I-64 EastTo:

From:

City of Newport News (Maint: 99)

West

171

Ramp 5000 0.114 5300G F G

SR 171 W, Victory Blvd

I-64 WestTo:

From:

City of Newport News (Maint: 99)

West

171

Cmdr Shepard Blvd 8600 0% 1% 0.114 9200G F1% 0% F G

SR 134 Magruder Blvd

Armistead Ave

98%

From:

To:

From:

City of Hampton 0.61 0%172 0.812

Cmdr Shepard Blvd 13000 0% 1% 0.102 14000G F1% 0% C G

NASA Main Gate

98%

From:

To:

City of Hampton 0.42 0%172 0.524

Armistead Ave 11000 0% 1% 0.104 11000G F0% 0% C G

Semple Farm Rd

98%

From:

To:

City of Hampton 0.85 0%172 0.753

Wythe Creek Rd 12000 0% 1% 0.105 12000F F0% 0% F F

SCL Poquoson

98%

From:

To:

City of Hampton 1.03 0%172

NCL Hampton

0.750

Wythe Creek Rd 11000 0% 1% 0.093 12000G F0% 0% C G

SR 171 Little Florida Rd; Victory Blvd

99%

From:To:

City of Poquoson 1.08 0%172 0.691

Wythe Creek Rd 10000 0% 1% 0.097 11000G F0% 0% F G

Hudgins Rd

99%

From:To:

City of Poquoson 0.24 0%172 0.604

Wythe Creek Rd 6300 0% 1% 0.098 6700G F0% 0% F G

Poquoson Ave

99%To:

City of Poquoson 0.62 0%172 0.623

Denbigh Blvd 3200 2% 1% 0.090 3400G F0% 0% C G

Moyer Drive

Catalina Drive

97%

From:

To:

From:

City of Newport News 0.53 0%173

Catalina Dr

0.549

Denbigh Blvd 7200 2% 1% 0.088 7700G F0% 0% F G

Lucas Creek Rd

97%

From:

To:

City of Newport News 0.74 0%173 0.612

Denbigh Blvd 14000 2% 1% 0.082 15000G F0% 0% F G

US 60 Warwick Blvd

97%

From:

To:

City of Newport News 0.55 0%173 0.608

Denbigh Blvd 21000 1% 0% 0.079 22000G F0% 0% C G

SR 143 Jefferson Ave

98%To:

City of Newport News 1.14 0%173 0.514

4546/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Denbigh Blvd 23000 0% 1% 0.091 24000G F0% 0% F G

SR 143 Jefferson Ave

York County Line

99%

From:

To:

From:

City of Newport News 1.32 0%173

NCL Newport News

0.571

Denbigh Blvd 12000 0% 1% 0.107 12000A A0% 0% C A

US 17 GW Mem Hwy

99%

From:To:

York County 2.20 0%173 0.545

Goodwin Neck Rd 7000 1% 2% 0.093 7500G F1% 2% C G

99-630 Wolf Trap Rd

95%

From:To:

York County 1.05 0%173 0.579

Goodwin Neck Rd 2300 0% 1% 0.104 2400G F1% 3% C G

99-718 Back Creek Rd

95%

From:To:

York County 1.10 0%173 0.57

Goodwin Neck Rd 1500 1% 1% 0.106 1600G F1% 3% C G

99-629 East of Tampico Stillwater Lane

95%To:

York County 2.23 0%173 0.667

Kings Mountain Rd 12000 1% 0% 0.092 12000G F0% 2% C G

Bus US 220 Virginia Ave

44-1172 Kings Manor Dr

97%

From:

To:

From:

Henry County 1.45 0%174 0.636

Kings Mountain Rd 11000 1% 0% 0.095 12000G F0% 2% F G

SR 108 Figsboro Rd

97%

From:

To:

Henry County 1.12 0%174 0.587

Kings Mountain Rd 12000 1% 0% 0.091 13000G F0% 2% F G

NCL Martinsville

97%

From:

To:

Henry County 1.72 0%174 0.533

Liberty St 11000 1% 1% 0.103 12000G F0% 2% F G

Inman St

96%

From:

To:

City of Martinsville 0.49 0%174 0.534

Liberty St 12000 1% 1% 0.098 13000G F0% 2% F G

Clearview Dr

96%

From:

To:

City of Martinsville 0.20 0%174 0.545

Liberty St 7400 1% 1% 0.087 8100G F0% 2% C G

Commonwealth Blvd

96%To:

City of Martinsville 0.60 0%174 0.596

Chincoteague Rd 6800 1% 1% 0.117 6700A A1% 1% C A

US 13 Lankford Hwy

01-704 Coardtown Rd

97%

From:To:

From:

Accomack County 1.65 0%175 0.524

Chincoteague Rd 7200 1% 1% 0.089 7300G F1% 1% F G

01-798 Mill Dam Rd

97%

From:To:

Accomack County 1.87 0%175 0.565

Chincoteague Rd 6700 1% 1% 0.085 6700G F1% 1% F G

WCL Chincoteague

97%

From:To:

Accomack County 4.85 0%175 0.503

Chincoteague Rd 6600 0% 1% 0.091 6600G F1% 1% C G

Main St

97%To:

Town of Chincoteague (Maint: 01) 2.49 0%175 0.572

360 NA 360F F

SR 175 Chincoteague Rd

Dead EndTo:

From:

Town of Chincoteague (Maint: 01)175

Bennett St 2400 1% 2% 0.094 2400G F0% 1% C G

SR 316 Cossatt Ave

ECL Parksley

95%To:

From:

Town of Parksley (Maint: 01) 0.38 0%176 0.547

4556/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Parksley Rd 2500 2% 2% 0.098 2500G F0% 1% C G

ECL Parksley

US 13 Lankford Hwy

96%To:

From:

Accomack County 2.20 0%176 0.607

Tyler Rd 9700 0% 1% 0.103 10000G F0% 1% C G

60-600 S, Tyler Rd

SCL Radford; Rock Rd

98%

From:To:

From:

Montgomery County 2.33 0%177 0.535

Tyler Ave 7400 0% 1% 0.107 8000G F0% 1% F G

Auburn Ave

98%

From:To:

City of Radford 0.86 0%177 0.594

Tyler Ave 9900 0% 1% 0.105 11000G F0% 1% F G

Adams St

98%

From:To:

City of Radford 0.78 0%177 0.587

Tyler Ave 7700 0% 1% 0.090 8400G F0% 1% F G

US 11 E Main St

98%To:

City of Radford 0.44 0%177 0.501

Ramp to I-81 N at Exit 109 4800 0.11 4700G F G

SR 177 Tyler Rd

I-81 NorthTo:

From:

Montgomery County 0.20177

Ramp to I-81 S at Exit 109 2000 0.118 2000G F G

SR 177 Ramp Merge

I-81 SouthTo:

From:

Montgomery County 0.12177

Ramp toward I-81 S at Exit 109 1000 0.091 1000G F G

SR 177 N, Tyler Rd

Ramp SR 177 BTo:

From:

Montgomery County 0.03

North

177

Ramp toward I-81 S at Exit 109 950 0.116 950G F G

SR 177 S, Tyler Rd

Ramp SR 177 BTo:

From:

Montgomery County 0.06

South

177

Main St 1700 0% 0% 0.112 1600G F1% 1% C G

Bus US 13, Lincoln St

US 13 Lankford Hwy

98%

From:To:

From:

Town of Exmore (Maint: 65) 0%178 0.511

Belle Haven Rd 3000 0% 0% 0.11 2900G F1% 1% F G

SCL Belle Haven

98%

From:

To:

Town of Exmore (Maint: 65) 0.15 0%178

NCL Exmore

0.622

Belle Haven Rd 3000 0% 0% 0.11 2900N F1% 1% N N

Accomack County Line

98%

From:

To:

Town of Belle Haven (Maint: 65) 0.35 0%178

Northampton County Line

0.622

Belle Haven Rd 3000 1% 2% 0.089 3000F F3% 15% C F

SR 181 King St; Main St

79%

From:

To:

Town of Belle Haven (Maint: 01) 0.48 0%178 0.599

Shields Bridge Rd 1800 1% 2% 0.101 1800F F1% 5% C F

WCL Belle Haven

91%

From:

To:

Town of Belle Haven (Maint: 01) 1.24 0%178 0.644

Shields Bridge Rd 1800 1% 2% 0.101 1800N F1% 5% N N

01-615 Cradockville Rd

91%

From:

To:

Accomack County 2.67 0%178 0.644

Boston Rd 1200 1% 1% 0.1 1200F F1% 3% C F

01-609 S, Big Pine Rd

94%To:

Accomack County 3.95 0%178 0.570

4566/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Bobtown Rd 1600 0% 0% 0.103 1600G F1% 0% C G

01-609 S, Big Pine Rd

SR 180 S, Harborton Rd

98%

From:To:

From:

Accomack County 0.38 0%178 0.529

Bobtown Rd 2500 0% 2% 0.096 2400F F1% 7% C F

SR 180 N, Pungoteague Rd

90%

From:To:

Accomack County180 0.03 0%178 0.549

Bobtown Rd 2100 0% 0% 0.094 2000F F0% 2% C F

01-620 Wharehouse Rd

97%To:

Accomack County 1.90 0%178 0.568

Market St 2000 0% 0% 0.109 2000F F1% 0% F F

01-1023 King Street

W 01-658 North Street

98%

From:To:

From:

Town of Onancock (Maint: 01) 0.36 0%179 0.614

Market St 4000 0% 0% 0.095 4000G F1% 0% C G

SR 126 Fairgrounds Rd

98%

From:

To:

Town of Onancock (Maint: 01) 1.16 0%179 0.523

Market St 5800 0% 0% 0.096 5900G F1% 0% F G

ECL Onancock

98%

From:

To:

Town of Onancock (Maint: 01) 0.10 0%179 0.543

5800 0% 0% 0.096 5900N F1% 0% N N

WCL Onley

98%

From:

To:

Accomack County 0.61 0%179 0.543

Main St 5800 0% 0% 0.096 5900N F1% 0% N N

US 13 Bus

98%To:

Town of Onley (Maint: 01) 0.71 0%179 0.543

Shore Dr 210 0% 1% 0.098 210F F1% 3% C F

Dead End

Harborton Rd

94%

From:

To:

From:

Accomack County 0.18 0%180

Shore Dr

0.573

Harborton Rd 450 1% 1% 0.098 450F F2% 16% F F

01-631 Hacksneck Rd

80%

From:To:

Accomack County 0.85 0%180 0.573

Harborton Rd 810 0% 0% 0.098 800F F1% 1% C F

SR 178 S, Bobtown Rd

98%

From:

To:

Accomack County 2.03 0%180

S SR 178

0.573

Bobtown Rd 2500 0% 2% 0.096 2400F F1% 7% C F

N SR 178

90%

From:

To:

Accomack County178 0.03 0%180

SR 178 N, , Bobtown Rd

0.549

Pungoteauge Rd 600 1% 1% 0.08 590F F2% 8% C F

WCL Keller

88%

From:To:

Accomack County 2.89 0%180 0.539

600 1% 1% 0.08 590N F2% 8% N N

US 13 S, Lankford Hwy

88%

From:

To:

Town of Keller (Maint: 01) 0.46 0%180

S US 13

0.539

Lankford Hwy 16000 0% 1% 0.079 15000G F1% 6% F G

CL Keller

92%

From:

To:

Town of Keller (Maint: 01)13 0.45 0%180 0.544

Lankford Hwy 16000 0% 1% 0.079 15000N F1% 6% N N

US 13 NORTH

92%

From:

To:

Accomack County13 0.01 0%180

US 13 N, Lankford Hwy

0.544

Wachapreague Rd 1200 1% 1% 0.109 1200F F3% 8% C F

WCL Wachapreague

87%To:

Accomack County 4.07 0%180 0.566

4576/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Main St 1200 1% 1% 0.109 1200N F3% 8% N N

WCL Wachapreague

01-1701 Atlantic Ave

87%To:

From:

Town of Wachapreague (Maint: 01) 0.28 0%180 0.566

Brooklyn St 160 0% 2% 0.130 150F F0% 0% C F

SR 180 Main St

01-1712 Richardson Ave

97%

Wye From:

To:

From:

Town of Wachapreague (Maint: 01) 0.42 0%

Wye

180

01-1712; Brooklyn St

0.556

Richardson Ave 160 1% 2% 0.130 160F F1% 6% C F

01-1706 Church St; WCL Wachapreague

90%To:

Town of Wachapreague (Maint: 01) 0.13 0%180 0.5

Main St 1700 0% 1% 0.084 1700F F1% 2% C F

01-609 Main St

SR 178 Shields Bridge Rd

96%

From:

To:

From:

Town of Belle Haven (Maint: 01) 0.25 0%181

SR 178 Belle Haven Rd

0.520

King St 820 1% 1% 0.113 810F F1% 10% F F

ECL Belle Haven

87%

From:

To:

Town of Belle Haven (Maint: 01) 0.32 0%181 0.663

King St 820 1% 1% 0.113 810N F1% 10% N N

US 13 Lankford Hwy

87%To:

Accomack County 0.38 0%181 0.663

Mappsburg Rd 1300 0% 0% 0.118 1300F F1% 1% F F

US 13 Lankford Hwy

ECL Painter

98%

From:

To:

From:

Town of Painter (Maint: 01) 0.63 0%182 0.65

Quinby Bridge Rd 1000 0% 1% 0.102 990F F1% 3% C F

01-605 Quinby

95%To:

Accomack County 3.08 0%182 0.64

Occohannock Neck Rd 1700 2% 0% 0.117 1600G F1% 1% C G

65-613 Near Silver Beach

WCL Exmore

96%

From:To:

From:

Northampton County 6.94 0%183 0.565

Occohannock Neck Rd 1300 0% 1% 0.11 1300G F1% 1% C G

Bus US 13

98%To:

Town of Exmore (Maint: 65) 0.51 0%183 0.592

Bay Ave;Mason Ave 2400 0% 1% 0.097 2300G F0% 0% F G

65-1101 Pine St; 65-1106 Washington Ave

65-1105 Fig St; 65-1112 Randolph Ave

98%

From:To:

From:

Town of Cape Charles (Maint: 65) 1.21 0%184 0.510

Stone Rd 2400 0% 1% 0.097 2300N F0% 0% N N

Heritage Acres Ct

98%

From:To:

Town of Cape Charles (Maint: 65) 0.21 0%184 0.510

Stone Rd 5000 0% 1% 0.089 4900G F0% 0% C G

ECL Cape Charles

98%

From:

To:

Town of Cape Charles (Maint: 65) 0.06 0%184 0.539

Stone Rd 5000 0% 1% 0.089 4900N F0% 0% N N

US 13 South of Bayview

98%To:

Town of Cape Charles (Maint: 65) 1.72 0%184 0.539

Stoney Creek Blvd 5300 0% 1% 0.101 5600F F1% 3% F F

85-686 South Ox Rd

I-81

95%

From:

To:

From:

Shenandoah County 0.08 0%185 0.521

Stoney Creek Blvd 4500 0% 0% 0.092 4800N F1% 4% N N

WCL Edinburg

94%To:

Shenandoah County 0.26 0%185 0.526

4586/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Stoney Creek Blvd 4500 0% 0% 0.092 4800F F1% 4% C F

WCL Edinburg

US 11 Main St

94%To:

From:

Town of Edinburg (Maint: 85) 0.66 0%185 0.526

Ramp to I-81 S at Exit 279 840 0.121 840G F G

SR 185 Stoney Creek Blvd

I-81 SouthTo:

From:

Shenandoah County 0.21185

Ramp to I-81 N at Exit 279 1000 0.111 1000G F G

SR 185 Stoney Creek Blvd

I-81 NorthTo:

From:

Shenandoah County 0.26185

Hugo Rd 970 1% 2% 0.092 950G F2% 24% C G

North Carolina State Line

WCL Branchville

72%

From:To:

From:

Southampton County 2.98 0%186 0.611

970 1% 2% 0.092 950N F2% 24% N N

ECL Branchville

72%

From:

To:

Town of Branchville (Maint: 87) 0.62 0%186 0.611

Pittman Rd 1500 1% 1% 0.107 1400G F1% 18% C G

WCL Boykins

79%

From:

To:

Southampton County 2.35 0%186 0.519

Pittman Rd 2100 1% 1% 0.102 2000G F1% 13% C G

SR 35 Meherrin Rd

84%To:

Town of Boykins (Maint: 87) 0.26 0%186 0.557

Guilford Rd 390 2% 1% 0.111 390G F0% 0% C G

01-658 Winterville Rd; Big Rd

WCL Bloxom

96%

From:

To:

From:

Accomack County 1.06 0%187 0.571

Shoremain Dr 390 2% 1% 0.111 390N F0% 0% N N

SR 316 Bayside Dr

96%

From:

To:

Town of Bloxom (Maint: 01) 0.44 0%187 0.571

Shoremain Dr 1100 1% 2% 0.089 1100G F1% 1% C G

ECL Bloxom

96%

From:To:

Town of Bloxom (Maint: 01) 0.60 0%187 0.555

Nelsonia Rd 1400 0% 2% 0.084 1400F F1% 1% C F

US 13 Lankford Hwy

97%

From:To:

Accomack County 1.60 0%187 0.612

Nelsonia Rd 590 0% 1% 0.107 600G F2% 1% C G

01-679 Metompkin Rd

96%To:

Accomack County 1.73 0%187 0.64

Main St

BusBus

940 1% 1% 0.101 990G F0% 1% F G

Ridgeway St

Keswick St

97%

From:

To:

From:

Town of Clifton Forge60 220P

188P

0.07 0%188

US 60 Par, Keswick St

6800 1% 0% 0.091 7200N F0% 0% N N98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.539

Main St 220 0% 0% 0.133 230G F0% 0% F G

McCormick Blvd

99%

From:

To:

Town of Clifton Forge 0.05 0%188

Main St

1400 0% 0% 0.105 1500G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.659

McCormick Blvd 220 0% 0% 0.128 230G F0% 0% F G

SR 188 Par, Church St

99%

To:

Town of Clifton Forge 0.07 0%188

1200 0% 0% 0.091 1300G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.504

4596/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

McCormick Blvd 520 0% 0% 0.101 560G F0% 0% C G

SR 188 Par, Church St

Lafayette St

99%

From:

To:

From:

Town of Clifton Forge 0.23 0%188

McCormick Blvd

0.527

Lafayette St 190 0% 0% 0.118 200G F0% 0% F G

Rose Ave

99%

From:

To:

Town of Clifton Forge 0.07 0%188

Lafayette St

0.633

Rose Ave 470 1% 1% 0.101 500G F1% 0% C G

Tremont St

97%

From:

To:

Town of Clifton Forge 0.22 0%188

Rose Ave

0.524

Tremont St 470 1% 1% 0.101 500G F1% 0% C G

Sioux Ave

97%

From:

To:

Town of Clifton Forge 0.03 0%188

Tremont St

0.524

Sioux Ave 470 1% 1% 0.101 500G F1% 0% C G

105-3551 Sioux Ave

97%To:

Town of Clifton Forge 0.17 0%188 0.524

Ridgeway St

BusBus

5800 1% 0% 0.083 6200N F0% 0% N N

Main St

Bus US 60 Commercial Ave

99%

From:

To:

From:

Town of Clifton ForgeP

60 220 188 0.07 0%188

Bus US 60, Bus US 220, E Ridgway St

6800 1% 0% 0.090 7200N F0% 0% N N98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.595

0.531

Commercial Ave 800 0% 0% 0.105 850G F1% 0% F G

Bus US 60 Par, Bus US 220 Par, Main Street

99%

From:

To:

Town of Clifton ForgeP

0.05 0%188

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.738

Commercial Ave 1200 0% 0% 0.106 1300G F1% 0% F G

Church Street

99%

From:

To:

Town of Clifton ForgeP

0.06 0%188

Commercial Ave

1400 0% 0% 0.105 1500G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.631

0.659

Church St 990 0% 0% 0.089 1000G F1% 0% C G

SR 188 McCormick Blvd

99%

To:

Town of Clifton ForgeP

0.07 0%188

1200 0% 0% 0.091 1300G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.566

0.504

South Quay Rd 1900 0% 1% 0.103 1900G F0% 1% C G

US 258 Smiths Ferry Rd

87-714 Pretlow Rd

98%

From:To:

From:

Southampton County 2.20 0%189 0.658

South Quay Rd 2500 0% 1% 0.100 2500G F0% 1% C G

SCL Suffolk

98%

From:

To:

Southampton County 0.22 0%189

Southhampton County Line

0.573

S Quay Rd 1700 0% 1% 0.106 1800F F0% 1% C F

133-666 Gates Rd

98%

From:

To:

City of Suffolk 1.36 0%189 0.663

Great Mill Rd 2900 0% 1% 0.101 3100G F0% 1% F G

SR 272 South Quay Rd

98%

From:

To:

City of Suffolk 0.82 0%189 0.714

Great Mill Hwy 1600 0% 1% 0.092 1700F F2% 18% C F

US 58

79%To:

City of Suffolk 0.55 0%189 0.642

4606/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Franklin Bypass 17000 1% 1% 0.075 16000F F1% 16% F F

US 58

SR 272

82%

From:To:

From:

City of Suffolk58P

189 1.01 0%189 0.527

S Quay Rd 18000 1% 1% 0.075 18000F F1% 16% F F

SR 189 S Quay Rd

82%

From:

To:

City of Suffolk58P

189 4.23 0%189

US 58 Holland Bypass

0.543

S Quay Rd 610 1% 2% 0.104 650F F2% 2% C F

Cumberland Lane

94%

From:To:

City of Suffolk 0.37 0%189 0.536

S Quay Rd 700 1% 2% 0.096 740F F1% 2% C F

Bus US 58

94%To:

City of Suffolk 0.12 0%189 0.558

1600 0% 1% 0.092 1700N F2% 18% N N

SR 189-N005A TO RT 58 EAST

US 258 US 58-E451A FROM RTE 58 EAS

79%

From:

To:

From:

City of SuffolkP

0%189

SR 189

0.642

Franklin Bypass 17000 1% 1% 0.075 16000F F1% 16% F F

SR 272 South Quay Rd

82%

From:

To:

City of SuffolkP

58 189 1.01 0%189 0.527

S Quay Rd 18000 1% 1% 0.075 18000F F1% 16% F F

SR 189

82%To:

City of SuffolkP

58 189 4.23 0%189 0.543

Great Bridge Blvd 3600 3% 1% 0.110 3800G F3% 3% C G

SR 166 Bainbridge Blvd

131-8763 Campostella Rd

89%

From:

To:

From:

City of Chesapeake 0.83 0%190 0.705

Great Bridge Blvd 7100 3% 1% 0.110 7600G F3% 3% F G

I-64

89%

From:

To:

City of Chesapeake 0.30 0%190 0.705

Great Bridge Blvd 11000 0% 1% 0.091 11000F F0% 0% F F

US 17 Dominion Blvd

98%

From:To:

City of Chesapeake 0%190 0.643

Great Bridge Blvd 10000 0% 1% 0.095 11000F F0% 0% C F

Bus SR 168 Battlefield Blvd

98%

From:To:

City of Chesapeake 2.34 0%190 0.665

Kempsville Rd 28000 0% 0% 0.087 29000G F1% 1% F G

Clearfield Ave

98%

From:To:

City of Chesapeake 0.48 0%190 0.578

Kempsville Rd 28000 0% 0% 0.088 30000G F1% 1% C G

Greenbrier Pkwy

98%

From:To:

City of Chesapeake 0.81 0%190 0.512

Kempsville Rd 19000 0% 0% 0.096 20000G F1% 0% F G

Volvo Pkwy

99%

From:

To:

City of Chesapeake 1.81 0%190 0.562

Kempsville Rd 17000 0% 0% 0.097 19000G F1% 0% F G

WCL Virginia Beach

99%

From:

To:

City of Chesapeake 0.49 0%190

ECL Chesapeake

0.541

Kempsville Rd 20000 0% 1% 0.101 22000G F0% 0% F G

Centerville Tpke

99%

From:

To:

City of Virginia Beach 1.00 0%190 0.501

Kempsville Rd 25000 0% 1% 0.091 27000G F0% 0% F G

Indian River Rd

99%To:

City of Virginia Beach 1.52 0%190 0.517

4616/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Kempsville Rd 25000 0% 1% 0.087 27000G F0% 0% F G

Indian River Rd

Providence Rd

99%

From:To:

From:

City of Virginia Beach 1.29 0%190 0.545

Kempsville Rd 29000 0% 1% 0.09 31000G F0% 0% C G

SR 165 Princess Anne Rd

99%

From:To:

City of Virginia Beach 0%190 0.542

Witchduck Rd 27000 0% 1% 0.083 29000G F0% 0% F G

I-264

99%

From:To:

City of Virginia Beach 0%190 0.578

Witchduck Rd 26000 0% 1% 0.076 29000G F0% 1% C G

US 58 Virginia Beach Blvd

98%

From:To:

City of Virginia Beach 0.60 0%190 0.507

Witchduck Rd 14000 0% 0% 0.089 15000G F0% 0% F G

134-8740 Jericho Rd

99%

From:

To:

City of Virginia Beach 1.29 0%190 0.518

Pembroke Blvd 8400 0% 0% 0.085 8900G F0% 0% C G

SR 225 Independence Blvd

99%To:

City of Virginia Beach 0.71 0%190 0.521

Ramp 6500 0.108 7000G F G

SR 190-N013A FROM WITC

I-264-E FROM RT 190To:

From:

City of Virginia Beach (Maint: 75) 0.21190

Ramp 12000 0.082 13000G F G

SR 190 TO I-264

I-264-W FROM RT 190To:

From:

City of Virginia Beach (Maint: 75) 0.21190

Ramp NA NA NA

SR 190 TO I-264

SR 190-S013A SR 190- 13A FROM WITCTo:

From:

City of Virginia Beach (Maint: 75) 0.03

North

190

Ramp NA NA NA

SR 190 TO I-264

SR 190-N013A FROM WITCTo:

From:

City of Virginia Beach (Maint: 75) 0.04

South

190

6900 1% 2% 0.113 7300G F3% 4% F G

SR 191, S Military Hwy

AIRLINE BLVD

90%

From:

To:

From:

City of Chesapeake13 460 0%191

US 58 Airline Blvd

0.576

Jolliff Rd 3100 1% 1% 0.122 3300G F1% 0% C G

Dock Landing Rd

96%

From:To:

City of Chesapeake 2.22 0%191 0.676

Jolliff Rd 3600 0% 1% 0.111 3800G F0% 0% C G

SR 337 Portsmouth Blvd

98%To:

City of Chesapeake 0.91 0%191 0.527

Azalea Garden Rd 12000 1% 1% 0.087 13000G F1% 1% F G

SR 165 Military Hwy

SR 170 Little Creek

97%To:

From:

City of Norfolk 2.02 0%192 0.594

Georgetown Pike 14000 1% 1% 0.079 15000G F0% 0% C G

SR 7 Leesburg Pike

W 29-683 Leigh Mill Rd

98%

From:

To:

From:

Fairfax County 3.98 0%193 0.645

Georgetown Pike 12000 1% 1% 0.076 13000G F0% 0% F G

29-676 Towlston Rd

98%To:

Fairfax County 2.36 0%193 0.679

4626/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Georgetown Pike 12000 1% 1% 0.084 13000G F0% 0% F G

29-676 Towlston Rd

Urban Boundary

98%

From:To:

From:

Fairfax County 0%193 0.689

Georgetown Pike 16000 1% 1% 0.086 17000G F0% 0% F G

I-495 Capital Beltway

98%

From:To:

Fairfax County 0%193 0.634

Georgetown Pike 8300 2% 1% 0.104 8900G F0% 0% C G

29-3563 Chain Bridge Rd

97%

From:To:

Fairfax County 2.01 0%193 0.646

Georgetown Pike 6600 2% 1% 0.112 7000G F0% 0% F G

SR 123 Dolley Madison Blvd

97%To:

Fairfax County 0.50 0%193 0.772

Ramp 9600 0.127 11000G A G

SR 193 Georgetown Pike

I-495 NorthTo:

From:

Fairfax County 0.16193

Ramp 56000 0.084 59000G F G

SR 193 Georgetown Pike

I-495-SouthTo:

From:

Fairfax County 0.14193

Sewells Point Rd 13000 1% 2% 0.091 13000G F1% 1% C G

SR 166 Princess Anne Rd

Chesapeake Blvd

97%

From:

To:

From:

City of Norfolk 1.63 0%194

Norview Ave

0.506

Chesapeake Blvd 15000 1% 2% 0.090 16000G F1% 1% F G

I-64

97%

From:

To:

City of Norfolk 0.88 0%194 0.535

Chesapeake Blvd 22000 1% 1% 0.077 23000G F0% 0% F G

SR 165 Little Creek Rd

97%

From:

To:

City of Norfolk 0.85 0%194 0.587

Chesapeake Blvd 20000 1% 1% 0.084 21000G F0% 0% F G

Bay View Blvd

97%

From:To:

City of Norfolk 1.31 0%194 0.575

Chesapeake Blvd 9700 1% 1% 0.083 10000G F0% 0% F G

Chesapeake St

97%

From:To:

City of Norfolk 0.61 0%194 0.516

Chesapeake Blvd 5000 1% 1% 0.089 5400G F0% 0% C G

US 60 Ocean View Ave

97%To:

City of Norfolk 0.48 0%194 0.513

Ramp 1500 0.095 1600G F G

SR 194 N, Chesapeake Blvd

I-64 WestTo:

From:

City of Norfolk (Maint: 64) 0.18

North

194

Ramp 8000 0.107 8500G F G

SR 194 S, Chesapeake Blvd

I-64 EastTo:

From:

City of Norfolk (Maint: 64) 0.13

South

194

8500 0% 1% 0.300 9600A A0% 1% F A

SR 195 Downtown Expwy

SR 76 Powhite Pkwy

97%

To:

From:

City of Richmond (Maint: 43) 0.48 0%

North

195

16000 0% 1% 0.243 18000A A0% 1% F A97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.650

4636/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

30000 0% 1% 0.174 33000A A0% 1% C A

SR 76 Powhite Pkwy

Monument Ave

97%

North From:

To:

From:

City of Richmond (Maint: 43) 0.79 0%

North

195

62000 1% 1% 0.162 69000A A0% 1% C A97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.586

34000 0% 1% 0.117 39000G F0% 1% F G

US 33, US 250 Broad St

97%

North From:

To:

City of Richmond (Maint: 43) 0.41 0%195

67000 0% 1% 0.108 76000G F0% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.743

32000 0% 1% 0.151 35000A A0% 1% F A

Hamilton St

97%

North From:To:

City of Richmond (Maint: 43) 0.34 0%195

62000 1% 1% 0.14 68000A A0% 1% F A97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

31000 0% 1% 0.110 34000G B0% 1% F G

NCL Richmond

97%

North From:To:

City of Richmond (Maint: 43) 0.11 0%195

55000 1% 1% 0.103 59000G B1% 3% F G94% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.542

31000 0% 1% 0.110 34000G B0% 1% F G

SCL Richmond

97%

North From:To:

Henrico County 0.37 0%195

61000 1% 1% 0.103 67000G B0% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.542

31000 0% 1% 0.110 34000G B0% 1% F G

SR 197 Laburnum Ave

97%

North From:

To:

City of Richmond (Maint: 43) 0.12 0%195

61000 1% 1% 0.103 67000G B0% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.542

32000 0% 1% 0.133 35000A A0% 1% F A

I-64; I-95

97%

North From:

To:

City of Richmond (Maint: 43) 0.15 0%195

Ramp to I-64 West

64000 1% 1% 0.13 70000A A0% 1% F A97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.552

I-195 N Ramp 15000 0% 1% 0.094 17000G F0% 1% F G

Ramp to I-64 East, I-95 South

97%

North From:

To:

City of Richmond (Maint: 43) 0.09 0%195

31000 1% 1% 0.086 36000G F0% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

I-195 N Ramp 13000 0% 1% 0.099 15000G F0% 1% F G

Ramp From I-64 East

97%

North From:

To:

City of Richmond (Maint: 43) 0.16 0%195

Ramp From I-64 E

26000 1% 1% NA 30000G 0% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

I-195 N Ramp 22000 0% 1% 0.108 24000B A0% 1% F B

I-95 N

97%

To:

City of Richmond (Maint: 43) 0.48 0%195

43000 1% 1% 0.095 48000G F0% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.575

Ramp 1800 0.220 1900A A A

I-195 North

SR 76 North Exit 13BTo:

From:

City of Richmond (Maint: 43) 0.27

North

195

4646/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 2800 0.187 3000G F G

SR 76 North Exit 13B

Thompson StTo:

From:

City of Richmond (Maint: 43) 0.18

North

195

Ramp 8200 0.137 8700G F G

I-195 North

Thompson StTo:

From:

City of Richmond (Maint: 43) 0.11

North

195

Ramp 5900 0.152 6200G F G

I-195 North

Clay StTo:

From:

City of Richmond (Maint: 43) 0.11

North

195

Ramp 4100 0.111 4300G F G

I-195 North

127-7555 Laburnum AveTo:

From:

City of Richmond (Maint: 43) 0.10

North

195

Ramp 18000 0.114 20000G F G

I-195 North

I-64 WestTo:

From:

City of Richmond (Maint: 43) 0.43

North

195

Ramp 2600 0.085 2700G F G

I-195 North

I-64 EastTo:

From:

City of Richmond (Maint: 43) 0.13

North

195

7100 1% 1% 0.302 8000A A0% 1% F A

SR 195 Downtown Expwy

SR 76 Powhite Pkwy

97%

South From:

To:

From:

City of Richmond (Maint: 43) 0.61 0%

South

195

16000 0% 1% 0.243 18000A A0% 1% F A97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.650

32000 1% 1% 0.179 36000A A0% 1% C A

Grove Ave

97%

South From:

To:

City of Richmond (Maint: 43) 0.22 0%195

62000 1% 1% 0.162 69000A A0% 1% C A97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.586

32000 1% 1% 0.140 37000G A0% 1% C G

US 33 US 250 Broad St

98%

South From:

To:

City of Richmond (Maint: 43) 0.65 0%195

67000 0% 1% 0.098 76000G F0% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.598

30000 1% 1% 0.144 33000A A0% 1% F A

NCL Richmond

97%

South From:To:

City of Richmond (Maint: 43) 0.65 0%195

62000 1% 1% 0.14 68000A A0% 1% F A97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

30000 1% 1% 0.144 33000A A0% 1% F A

SCL Richmond

97%

South From:To:

City of Richmond (Maint: 43) 0.37 0%195

61000 1% 1% 0.14 67000G A0% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

30000 1% 1% 0.144 33000A A0% 1% F A

SR 197 Laburnum Ave

97%

To:

City of Richmond (Maint: 43) 0.07 0%195

61000 1% 1% 0.14 67000G A0% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

4656/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

32000 1% 1% 0.144 36000A A0% 1% F A

SR 197 Laburnum Ave

I-64; I-95

97%

South From:

To:

From:

City of Richmond (Maint: 43) 0.24 0%

South

195

Ramp From I-64 East

64000 1% 1% 0.14 70000A A0% 1% F A97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

I-195 S Ramp 16000 1% 1% 0.107 19000G F0% 1% F G

Ramp From I-64 West, I-95 North

97%

South From:

To:

City of Richmond (Maint: 43) 0.16 0%195

31000 1% 1% 0.086 36000G F0% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

I-195 S Ramp 13000 1% 1% 0.118 15000G F0% 1% F G

Ramp To I-64 West

97%

South From:To:

City of Richmond (Maint: 43) 0.10 0%195

26000 1% 1% 0.092 30000G F0% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.512

I-195 S Ramp 20000 1% 1% 0.090 23000G F0% 1% F G

I-95 South

97%

To:

City of Richmond (Maint: 43) 0.43 0%195

43000 1% 1% 0.086 48000G F0% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.566

Ramp 3100 0.163 3100A A A

I-195 South

Rosewood AveTo:

From:

City of Richmond (Maint: 43) 0.19

South

195

Ramp 7200 0.086 7600G F G

I-195 South

Floyd AveTo:

From:

City of Richmond (Maint: 43) 0.11

South

195

Ramp 6600 0.096 7000G F G

I-195 South

Hamilton StTo:

From:

City of Richmond (Maint: 43) 0.12

South

195

Ramp 8700 0.093 9200G F G

I-195 South

I-64 WestTo:

From:

City of Richmond (Maint: 43) 0.19

South

195

Downtown Expressway 13000 0% 0% 0.137 15000G F0% 0% F G

I-95 S

Ramp to Canal Street near 3rd St Overpass

98%

North From:

To:

From:

City of Richmond (Maint: 43) 1.02 0%

North

195

22000 0% 0% 0.132 25000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.705

Downtown Expressway 16000 0% 0% 0.300 18000A A0% 0% C A

SR 146

98%

North From:To:

City of Richmond (Maint: 43) 2.10 0%195

35000 0% 0% 0.152 41000G B0% 0% C G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.749

Downtown Expressway 11000 0% 0% NA 13000G 0% 0% F G

Idlewood Ave

98%

North From:To:

City of Richmond (Maint: 43) 0.25 0%195

15000 0% 0% NA 18000G 0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

Downtown Expressway 10000 0.288 11000A A A

I-195-NTo:

City of Richmond (Maint: 43) 0.02195

4666/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Downtown Expressway 9800 0% 0% 0.111 10000G F0% 0% F G

I-95 N

Ramp from Byrd Street near 3rd St Overpass

99%

South From:

To:

From:

City of Richmond (Maint: 43) 1.00 0%

South

195

22000 0% 0% 0.132 25000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.705

Downtown Expressway 19000 0% 0% 0.216 22000G B0% 0% C G

SR 146

99%

South From:

To:

City of Richmond (Maint: 43) 2.15 0%195

35000 0% 0% 0.152 41000G B0% 0% C G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.749

Downtown Expressway 4000 0% 0% 0.476 4800A A0% 0% F A

I-195 S

99%

To:

City of Richmond (Maint: 43) 0.24 0%195

15000 0% 0% 0.022 18000G B0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.79

Ramp 3700 0% 1% 0.202 3700G F1% 1% C G

SR 195 South

I-95 South

97%To:

From:

City of Richmond (Maint: 43) 0.14 0%

South

195

Canal Dr 19000 0% 0% 0.081 20000F F1% 0% C F

US 13 Military Hwy

US 17 George Washington Hwy

98%To:

From:

City of Chesapeake 0.96 0%196 0.508

Malvern Ave 5400 1% 1% 0.111 5800G F0% 0% C G

Cary Street

ECL Richmond

98%

From:

To:

From:

City of Richmond 0%197 0.536

Westwood Ave 13000 1% 1% 0.107 14000G F0% 0% F G

WCL Richmond

98%

From:

To:

Henrico County 0.52 0%197 0.710

Westwood Ave 11000 1% 1% 0.102 12000G F0% 0% F G

Saunders Ave

98%

From:To:

City of Richmond 0.11 0%197 0.699

Saunders Ave 7200 1% 1% 0.112 7700G F0% 0% F G

Laburnum Ave

98%

From:

To:

City of Richmond 0.42 0%197

Saunders Ave

0.721

Laburnum Ave 18000 1% 0% 0.106 18000G F0% 0% F G

Rosedale Ave

98%

From:To:

City of Richmond 0.14 0%197 0.784

Laburnum Ave 20000 1% 1% 0.107 21000G F0% 0% C G

Hermitage Rd

98%

From:To:

City of Richmond 0.35 0%197 0.600

Laburnum Ave 18000 1% 0% 0.093 19000G F0% 0% F G

Brook Road

98%

From:To:

City of Richmond 0.62 0%197 0.541

Laburnum Ave 17000 1% 0% 0.09 18000G F0% 0% F G

Chamberlayne Ave

98%To:

City of Richmond 0.22 0%197 0.547

Ramp 5400 0.115 5700G F G

SR 197 Laburnum Ave

I-64 WestTo:

From:

City of Richmond (Maint: 43) 0.41197

Glenns Rd 1900 1% 1% 0.099 1800G F1% 1% C G

US 17, SR 33 George Washington Mem Hwy

36-601 Pampa Rd

95%To:

From:

Gloucester County 4.45 0%198 0.731

4676/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Dutton Rd 2000 1% 1% 0.101 2000G F1% 1% C G

36-601 Pampa Rd

36-606 Harcum Rd

95%

From:To:

From:

Gloucester County 2.92 0%198 0.588

Dutton Rd 2000 1% 1% 0.103 2000G F1% 1% C G

Mathews County Line

96%

From:

To:

Gloucester County 4.10 0%198

Gloucester County Line

0.524

Dutton Rd 1900 0% 1% 0.086 1900G F2% 2% C G

SR 3 W, Winsdor Rd

95%

From:

To:

Mathews County 0.44 0%198

SR 3 W, Windsor Rd

0.507

Buckley Hall Rd 6600 0% 1% 0.084 6300G F0% 1% F G

SR 3 E

98%

From:To:

Mathews County3 1.55 0%198 0.573

Buckley Hall Rd 3300 1% 1% 0.085 3300G F1% 1% C G

SR 223 Cricket Hill Rd

97%

From:

To:

Mathews County 6.24 0%198 0.539

Buckley Hall Rd 5000 1% 1% 0.09 4900G F1% 1% F G

SR 14 N, John Clayton Mem Hwy

97%

From:

To:

Mathews County 0.93 0%198

SR 14 North Intersection

0.566

5000 0% 1% 0.088 4900G F1% 1% C G

SR 14 South Intersection

98%

From:

To:

Mathews County14 1.69 0%198

SR 14 Main St

0.506

Buckley Hall Rd 1100 0% 1% 0.090 1100G F1% 0% C G

57-642 Fitchetts Wharf Rd

98%To:

Mathews County 1.01 0%198 0.6

25000 0% 1% 0.096 27000G F1% 1% F G

I-64

99-603 Mooretown Rd

97%

From:

To:

From:

York County 0.71 0%199 0.516

23000 0% 1% 0.096 24000G F1% 1% F G

US 60 Richmond Rd

97%

From:To:

York County 1.08 0%199 0.54

23000 0% 1% 0.091 25000G F1% 1% F G

47-612 Longhill Rd

97%

From:To:

James City County 2.48 0%199 0.511

27000 0% 1% 0.09 29000G F1% 1% F G

SR 321 Monticello Ave

97%

From:To:

James City County 1.83 0%199 0.537

26000 0% 1% 0.089 28000G F1% 1% F G

SR 5, 47-616, 137-7073 John Tyler Mem Hwy

97%

From:To:

James City County 1.45 0%199 0.567

33000 0% 1% 0.088 35000G F1% 1% F G

WCL Williamsburg

97%

From:

To:

James City County5 0.22 0%199 0.565

33000 0% 1% 0.088 35000G F1% 1% F G

SR 5; SR 31 Jamestown Rd

97%

From:

To:

City of Williamsburg (Maint: 47)5 0.24 0%199 0.565

33000 0% 1% 0.088 36000G F1% 1% F G

James City County Line

97%

From:

To:

City of Williamsburg (Maint: 47) 0.07 0%199

ECL Williamsburg

0.551

33000 0% 1% 0.088 36000N F1% 1% N N

WCL Williamsburg

97%To:

James City County 0.07 0%199 0.551

4686/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

33000 0% 1% 0.088 36000N F1% 1% N N

James City County Line

ECL Williamsburg

97%

From:To:

From:

City of Williamsburg (Maint: 47) 0.09 0%199 0.551

33000 0% 1% 0.088 36000G F1% 1% F G

47-700 Brookwood Dr

97%

From:To:

James City County 0.11 0%199 0.551

31000 0% 1% 0.09 33000G F1% 1% F G

SR 132 Henry St, Colonial Parkway

97%

From:To:

James City County 1.44 0%199 0.563

31000 0% 1% 0.091 34000G F1% 1% F G

Mounts Bay Rd, Quarterpath Rd

97%

From:To:

James City County 1.11 0%199 0.550

29000 0% 1% 0.092 31000G F1% 1% F G

York County Line, US 60 Pocahontas Trail

97%

From:

To:

James City County 1.19 0%199

US 60 Pocahontas Trail

0.550

29000 0% 1% 0.092 31000N F1% 1% N N

SR 143 Merrimac Trail

97%

From:

To:

York County 0.09 0%199 0.550

25000 0% 1% 0.117 27000A A1% 1% C A

I-64

97%

From:

To:

York County 0.86 0%199 0.545

13000 0% 1% 0.1 14000G F1% 1% F G

99-640 Water Country Pkwy

97%

From:

To:

York County 0.47 0%199 0.613

6500 0% 1% 0.094 7000G F1% 1% F G

99-641 Penniman Rd

97%To:

York County 0%199 0.609

Ramp 8900 0% 1% 0.091 9600G F1% 1% F G

SR 199 East

I-64 East

97%To:

From:

York County 0.32 0%

East

199

Ramp 1200 0% 1% 0.110 1300G F1% 1% F G

SR 199 East

I-64 West

97%To:

From:

York County 0.22 0%

East

199

Ramp 2000 0% 1% 0.130 2100G F1% 1% F G

SR 199 West

I-64 East

97%To:

From:

York County 0.21 0%

West

199

Ramp 1300 0% 1% 0.129 1400G F1% 1% F G

SR 199 West

I-64 West

97%To:

From:

York County 0.27 0%

West

199

Irvington Rd 5900 0% 1% 0.09 5800N F1% 0% N N

SR 3 Rappahannock Dr

WCL White Stone

98%

From:

To:

From:

Town of White Stone (Maint: 51) 0.34 0%200 0.501

Irvington Rd 5900 0% 1% 0.09 5800N F1% 0% N N

ECL Irvington

98%

From:

To:

Lancaster County 0.82 0%200 0.501

Irvington Rd 5900 0% 1% 0.09 5800N F1% 0% N N

NCL Irvington

98%To:

Town of Irvington (Maint: 51) 1.68 0%200 0.501

4696/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Irvington Rd 5900 0% 1% 0.09 5800F F1% 0% C F

NCL Irvington

SCL Kilmarnock

98%

From:To:

From:

Lancaster County 2.77 0%200 0.501

Irvington Rd 5900 0% 1% 0.09 5800N F1% 0% N N

SR 3 S, N Main St

98%

From:

To:

Town of Kilmarnock (Maint: 51) 0.82 0%200

S SR 3

0.501

S Main St 12000 1% 1% 0.084 11000F F1% 2% F F

N SR 3

95%

From:

To:

Town of Kilmarnock (Maint: 51)3 0.09 0%200

SR 3 N, N Main St

0.525

East Church St 5900 0% 1% 0.086 5800F F1% 2% F F

NCL Kilmarnock

96%

From:To:

Town of Kilmarnock (Maint: 51) 1.10 0%200 0.545

East Church St 5900 0% 1% 0.086 5800N F1% 2% N N

Northumberland County Line

96%

From:

To:

Lancaster County 1.43 0%200

Lancaster County Line

0.545

Jesse DuPont Memorial Hwy 5200 0% 1% 0.086 5200F F1% 2% F F

66-609 Remo Rd; Browns Store Rd

96%

From:

To:

Northumberland County 5.09 0%200 0.571

Jesse DuPont Memorial Hwy 4900 0% 1% 0.083 4800F F1% 2% C F

US 360 Burgess P O

96%To:

Northumberland County 5.09 0%200 0.529

White Chapel Rd 2200 0% 1% 0.084 2200F F1% 1% C F

SR 354 River Rd

SR 3 Lively

98%

From:

To:

From:

Lancaster County 3.22 0%201 0.629

White Chapel Rd 820 0% 1% 0.119 820F F0% 1% C F

SR 201 Y

97%

From:

To:

Lancaster County 2.74 0%201 0.595

Court House Rd 1400 0% 0% 0.105 1400F F0% 7% C F

Northumberland County Line

92%

From:

To:

Lancaster County 3.29 0%201

Lancaster County Line

0.529

Courthouse Rd 1600 0% 1% 0.092 1600F F1% 2% F F

US 360 Northumberland Hwy

95%To:

Northumberland County 6.92 0%201 0.528

Courthouse Rd 550 1% 1% 0.104 550F F1% 2% C F

SR 201 White Chapel Rd

51-600 Courthouse Rd

94%To:

From:

Lancaster County 0.11 0%

Wye

201 0.596

Cople Hwy 3300 1% 1% 0.079 3200G F1% 2% C G

SR 3 Kings Hwy

96-767 Emmas Dr

96%

From:To:

From:

Westmoreland County 0%202 0.573

Cople Hwy 2600 1% 1% 0.078 2500G F1% 2% C G

96-626 Erica Rd

95%

From:

To:

Westmoreland County 0%202

96-626 W, Erica Rd

0.602

Cople Hwy 2700 1% 1% 0.078 2600G F1% 2% C G

96-611 Zion Church Rd

95%

From:

To:

Westmoreland County 4.22 0%202 0.57

Cople Hwy 3100 1% 1% 0.078 3100G F1% 2% F G

SR 203 W, Oldhams Rd

95%To:

Westmoreland County 2.64 0%202 0.533

4706/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Cople Hwy 2300 0% 1% 0.087 2200G F1% 4% C G

SR 203 W, Oldhams Rd

SR 203 Greys Corner

93%

From:

To:

From:

Westmoreland County203 0.60 0%202

SR 203 Greys Corner East

0.516

Cople Hwy 2000 1% 1% 0.080 2000G F1% 2% C G

Northumberland County Line

95%

From:

To:

Westmoreland County 1.21 0%202

Westmoreland County Line

0.575

Hampton Hall Rd 2800 0% 1% 0.089 2800F F1% 0% C F

US 360 Callao

97%To:

Northumberland County 3.52 0%202 0.507

Oldhams Rd 2200 0% 1% 0.088 2200G F1% 4% C G

SR 3 Historyland Hwy

Westmoreland County Line

94%

From:

To:

From:

Richmond County 0.40 0%203

Richmond County Line

0.608

Oldhams Rd 1900 0% 1% 0.093 1900G F1% 4% C G

96-604 Sandy Point Rd

94%

From:

To:

Westmoreland County 5.82 0%203 0.586

Oldhams Rd 530 0% 1% 0.109 520G F1% 10% C G

SR 202 W, Cople Hwy

88%

From:

To:

Westmoreland County 1.21 0%203

W SR 202

0.533

Cople Hwy 2300 0% 1% 0.087 2200G F1% 4% C G

E SR 202

93%

From:

To:

Westmoreland County202 0.60 0%203

SR 202 E, Cople Hwy

0.516

Kinsale Rd 740 0% 1% 0.105 730G F0% 5% C G

96-608 Kinsale

93%To:

Westmoreland County 1.73 0%203 0.602

Popes Creek Rd 130 0% 0% 0.134 120G F1% 1% C G

SR 3 North of Potomac Mills

Dead End

98%To:

From:

Westmoreland County 1.72 0%204 0.565

Ridge Rd 8400 0% 1% 0.101 8300G F1% 1% F G

SR 3 Purkins Corner

US 301 Edge Hill

97%

From:To:

From:

King George County 1.26 0%205 0.637

Ridge Rd 3900 0% 1% 0.088 3900G F1% 1% F G

48-617 Carruthers Corner

97%

From:To:

King George County 2.81 0%205 0.643

Ridge Rd 3400 0% 1% 0.088 3300G F1% 1% C G

Westmoreland County Line

97%

From:

To:

King George County 3.36 0%205

King George County Line

0.657

Ridge Rd 4400 0% 1% 0.085 4300G F1% 1% F G

NWCL Colonial Beach

97%

From:

To:

Westmoreland County 3.56 0%205 0.665

4400 0% 1% 0.085 4300N F1% 1% N N

Y SR 205

97%

From:

To:

Town of Colonial Beach (Maint: 96) 1.77 0%205 0.665

James Monroe Hwy, McKinney Blvd 4300 0% 1% 0.092 4300G F1% 1% F G

SCL Colonial Beach

97%

From:

To:

Town of Colonial Beach (Maint: 96) 0.29 0%205 0.510

4300 0% 1% 0.092 4300N F1% 1% N N

96-628 S, Stoney Knoll; Pomona Rd

97%To:

Westmoreland County 3.34 0%205 0.510

4716/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

James Monroe Hwy 5000 0% 1% 0.098 4900G F1% 1% C G

96-628 S, Stoney Knoll; Pomona Rd

SR 3 Oak Grove

97%To:

From:

Westmoreland County 2.08 0%205 0.628

Colonial Ave 5300 0% 1% 0.080 5200G F0% 0% C G

SR 205 James Monroe Hwy

WCL Colonial Beach

98%

Wye From:To:

From:

Town of Colonial Beach (Maint: 96) 0.02 0%

Wye

205 0.585

Colonial Ave 5300 0% 1% 0.080 5200N F0% 0% N N

End State Maintenance SR 205

98%To:

Town of Colonial Beach (Maint: 96) 0.69 0%205 0.585

Dahlgren Rd 8900 1% 0% 0.105 8700G F0% 1% F G

SR 3 Arnolds Corner

48-610 Indiantown Rd

98%

From:To:

From:

King George County 2.18 0%206 0.662

Dahlgren Rd 8300 1% 0% 0.106 8100G F0% 1% C G

SR 218 Berthaville

98%

From:

To:

King George County 4.26 0%206 0.713

Dahlgren Rd 8900 1% 0% 0.111 8800G F0% 1% F G

SR 218 Owens

98%

From:

To:

King George County218 2.19 0%206 0.867

Dahlgren Rd 8300 1% 0% 0.092 8100G F0% 1% F G

US 301 East of Owens

98%

From:

To:

King George County 0.62 0%206 0.781

Dahlgren Rd 8500 0% 0% 0.101 8300G F0% 0% C G

48-604 Twelfth St

99%To:

King George County 1.79 0%206 0.854

Rogers Clark Blvd 5100 1% 1% 0.092 4800G F1% 8% F G

US 1 Jefferson Davis Hwy

I-95

89%

From:

To:

From:

Caroline County 0.53 0%207 0.55

Rogers Clark Blvd 7800 1% 1% 0.145 7500A A1% 8% C A

16-601 S, Penola Rd

89%

From:To:

Caroline County 5.07 0%207 0.740

Rogers Clark Blvd 9000 1% 1% 0.088 8500G F1% 8% F G

16-722 Milford

89%

From:

To:

Caroline County 4.31 0%207

16-722 Colonial Rd

0.541

Rogers Clark Blvd 9600 1% 1% 0.088 9000G F1% 8% F G

Bus SR 207

89%

From:To:

Caroline County 0.57 0%207 0.548

7700 1% 1% 0.088 7200G F1% 8% F G

US 301 Richmond Tpke

89%To:

Caroline County 1.45 0%207 0.555

Ramp 4400 2% 2% 0.071 4300F F1% 37% C F

SR 207 East Exit B Ramp

I-95 North

58%To:

From:

Caroline County 0.16 0%207

Ramp 2200 1% 1% 0.108 2100F F1% 29% C F

SR 207 N, Rogers Clark Blvd

I-95 South

67%To:

From:

Caroline County 0.32 0%

East

207

Ramp 4300 1% 1% 0.088 4100F F3% 21% C F

SR 207 W, Rogers Clark Blvd

I-95 South

74%To:

From:

Caroline County 0.18 1%

West

207

4726/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Rogers Clark Blvd 2700 1% 1% 0.086 2700G F1% 1% C G

SR 207 Rogers Clark Blvd

WCL Bowling Green

96%

Bus From:To:

From:

Caroline County 0.54 0%

Bus

207 0.502

W Broaddus Ave 4100 0% 1% 0.083 4000G F0% 1% C G

Bus US 301, SR 2 Main St

97%To:

Town of Bowling Green (Maint: 16) 0.73 0%207 0.519

Courthouse Rd 3500 1% 1% 0.095 3400G F1% 3% F G

US 250 Ferncliff

I-64 North of Ferncliff

95%

From:To:

From:

Louisa County 0.38 0%208 0.554

Courthouse Rd 6300 1% 1% 0.094 6200G F1% 3% C G

54-630 Harris Creek Rd

95%

From:To:

Louisa County 8.31 0%208 0.560

Courthouse Rd 7300 1% 1% 0.089 7100G F1% 3% F G

US 33 West Main St

95%

From:

To:

Louisa County 0.64 0%208

SR 22, US 33 Louisa C H

0.531

West Main St 14000 0% 1% 0.082 14000G F0% 1% F G

US 33 EAST OF LOUISA C H

98%

From:

To:

Louisa County33 22 0.40 0%208 0.55

Louisa Rd 9800 0% 1% 0.089 9600G F1% 2% C G

CL Louisa

96%

From:

To:

Town of Louisa (Maint: 54)22 0.33 0%208 0.504

Davis Hwy 9800 0% 1% 0.089 9600N F1% 2% N N

CL Mineral

96%

From:

To:

Louisa County22 4.73 0%208 0.504

Davis Hwy 9800 0% 1% 0.089 9600N F1% 2% N N

US 522 & SR 22 MINERAL

96%

From:

To:

Town of Mineral (Maint: 54)22 0.15 0%208 0.504

Louisa Ave 3700 0% 1% 0.087 3600G F1% 3% F G

CL Mineral

95%

From:To:

Town of Mineral (Maint: 54)522 0.39 0%208 0.580

Zachary Taylor Hwy 3700 0% 1% 0.087 3600N F1% 3% N N

US 522 WARES CROSSROADS

95%

From:

To:

Louisa County522 5.04 0%208

US 522 Zachary Taylor Hwy

0.580

New Bridge Rd 6900 1% 1% 0.087 6700G F1% 3% F G

Spotsylvania County Line

95%

From:

To:

Louisa County 3.62 0%208

Louisa County Line

0.518

Courthouse Rd 6800 0% 1% 0.081 6700F F1% 1% F F

88-601 Lewiston Rd

97%

From:To:

Spotsylvania County 3.64 0%208 0.501

Courthouse Rd 8700 0% 1% 0.091 8600F F1% 1% F F

88-648 Block House Rd

97%

From:

To:

Spotsylvania County 0%208

Bus SR 208 Courthouse Rd

0.601

Block House Rd 12000 0% 1% 0.095 11000F F1% 1% C F

88-608 S, Robert E Lee Dr

97%

From:

To:

Spotsylvania County 0%208 0.655

12000 0% 1% 0.088 13000F F1% 1% F F

88-613 Brock Rd

97%

From:

To:

Spotsylvania County 0.98 0%208 0.653

15000 0% 1% 0.084 16000F F2% 1% C F

Bus SR 208 Courthouse Rd

97%To:

Spotsylvania County 0.87 0%208 0.608

4736/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Courthouse Rd 23000 0% 1% 0.084 24000F F2% 1% F F

Bus SR 208

88-628 Smith Station Rd

97%

From:To:

From:

Spotsylvania County 2.25 0%208 0.578

Courthouse Rd 35000 0% 1% 0.081 37000G F2% 1% F G

US 1 Jefferson Davis Hwy

97%To:

Spotsylvania County 3.74 0%208 0.603

Ramp 970 0.128 940F F F

SR 208 Courthouse Rd

I-64 EastTo:

From:

Louisa County 0.22208

Ramp 3400 0.15 3300F F F

SR 208 Courthouse Rd

I-64 WestTo:

From:

Louisa County 0.23208

Courthouse Rd 3000 1% 1% 0.106 2900F F1% 3% C F

SR 208; 88-648 Block House Rd

88-606 Morris Rd; 88-738 Parlow Rd

94%

Bus From:

To:

From:

Spotsylvania County 2.43 0%

Bus

208 0.642

Courthouse Rd 2700 1% 1% 0.092 2700G F1% 3% F G

88-608 Massaponax Church Rd

94%

Bus From:

To:

Spotsylvania County 3.41 0%208 0.520

Courthouse Rd 7100 1% 1% 0.094 7500F F1% 3% F F

88-613 Brock Rd

94%

Bus From:

To:

Spotsylvania County 0.54 0%208 0.511

Courthouse Rd 4500 1% 1% 0.097 4800F F1% 3% F F

SR 208 Courthouse Rd

94%To:

Spotsylvania County 0.71 0%208 0.562

1100 0% 1% 0.11 1100N F0% 0% N N

SR 208

SCL Louisa

98%

From:To:

From:

Louisa County 0.07 0%208 0.669

Elm Ave 1100 0% 1% 0.11 1100G F0% 0% C G

SR 22, US 33 Louisa C H

98%To:

Town of Louisa (Maint: 54) 0.40 0%208 0.669

Innovation Ave 3600 0% 1% 0.090 3800F F1% 1% C F

SR 28 Sully Rd

Entrance to C.I.T.

97%To:

From:

Loudoun County 0%209 0.558

Colony Rd 4200 0% 1% 0.103 4500G F1% 2% C G

SR 163 Amherst Hwy

Bus US 29 Lynchburg Hwy

96%

From:To:

From:

Amherst County 0.54 0%210 0.719

Colony Rd 11000 0% 1% 0.099 11000G F1% 2% C G

05-622 CVT Rd

97%

From:

To:

Amherst County 0.19 0%210 0.741

6800 0% 1% 0.105 7200G F1% 2% F G

US 29

97%To:

Amherst County 2.44 0%210 0.567

W Old Cross Rd 11000 1% 1% 0.081 11000F F0% 4% F F

I-81 West of New Market

US 11 New Market South Int

94%To:

From:

Town of New Market (Maint: 85) 0%211 0.574

4746/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Congress St 6700 0% 1% 0.083 6700F F1% 1% C F

US 11 S, Congress St; South Congress St

US 11 N, North Congress St; Congress St

96%

From:

To:

From:

Town of New Market (Maint: 85)11 0.27 0%211

US 11 New Market North Int

0.504

Lee Highway 6400 1% 2% 0.089 6400F F4% 3% C F

ECL New Market

91%

From:To:

Town of New Market (Maint: 85) 0.45 0%211 0.549

Lee Highway 6400 1% 2% 0.089 6400N F4% 3% N N

85-1002 Old Cross Rd

91%

From:To:

Shenandoah County 0.11 0%211 0.549

Lee Highway 6600 1% 1% 0.087 6600F F1% 2% F F

Page County Line

96%

From:

To:

Shenandoah County 3.14 0%211

Shenandoah County Line

0.607

Lee Highway 5900 1% 1% 0.089 5900G F2% 6% F G

US 340

90%

From:

To:

Page County 2.92 0%211 0.617

Lee Highway 7500 1% 1% 0.085 7400G F1% 2% C G

WCL Luray

95%

From:

To:

Page County340 5.46 0%211 0.503

Lee Highway 13000 1% 1% 0.083 13000G F1% 2% F G

Bus US 211

95%

From:

To:

Town of Luray (Maint: 69)340 0.36 0%211 0.535

Lee Highway 7000 0% 1% 0.083 7000G F1% 2% C G

ECL Luray

96%

From:

To:

Town of Luray (Maint: 69)340 0.69 0%211 0.530

Lee Highway 7000 0% 1% 0.083 7000N F1% 2% N N

WCL Luray

96%

From:

To:

Page County340 0.53 0%211 0.530

Lee Highway 7000 0% 1% 0.083 7000N F1% 2% N N

US 340

96%

From:

To:

Town of Luray (Maint: 69)340 0.56 0%211 0.530

Lee Highway 4300 0% 1% 0.096 4300N F1% 2% N N

ECL Luray

96%

From:To:

Town of Luray (Maint: 69) 0.38 0%211 0.54

Lee Highway 4300 0% 1% 0.096 4300G F1% 2% C G

WCL Luray; 69-656 Whispering Hill Rd

96%

From:To:

Page County 1.35 0%211 0.54

Lee Highway 2800 0% 1% 0.092 2700N F1% 2% N N

ECL Luray

96%

From:To:

Town of Luray (Maint: 69) 0.28 0%211 0.588

Lee Highway 2800 0% 1% 0.092 2700G F1% 2% C G

Bus US 211 East of Luray

96%

From:To:

Page County 0.46 0%211 0.588

Lee Highway 2400 1% 1% 0.106 2400G F1% 2% C G

Rappahannock County Line; Skyline Drive

96%

From:

To:

Page County 6.40 0%211

Page County Line; Skyline Drive

0.661

Lee Highway 1800 1% 1% 0.093 1800G F1% 2% C G

US 522 Sperryville

95%

From:

To:

Rappahannock County 7.09 0%211 0.579

Lee Highway 3800 0% 1% 0.091 3800G F2% 2% C G

US 211 Bus South of Washington

95%

From:

To:

Rappahannock County522 4.62 0%211 0.556

Lee Highway 3800 1% 1% 0.092 3700G F1% 2% F G

WCL Washington

96%To:

Rappahannock County522 0.68 0%211 0.508

4756/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Lee Highway 3800 1% 1% 0.092 3700N F1% 2% N N

WCL Washington

ECL Washington

96%

From:To:

From:

Rappahannock County522 0.02 0%211 0.508

Lee Highway 3800 1% 1% 0.092 3700N F1% 2% N N

US 211 Bus East of Washington

96%

From:To:

Rappahannock County522 0.39 0%211 0.508

Lee Highway 4200 1% 1% 0.089 4100G F1% 2% F G

US 522 Zachary Taylor Ave

96%

From:To:

Rappahannock County522 2.38 0%211 0.522

Lee Highway 5200 0% 1% 0.087 5100G F0% 1% F G

Culpeper County Line

98%

From:

To:

Rappahannock County 9.17 0%211

Rappahannock County Line

0.612

Lee Highway 6600 0% 1% 0.086 6400G F0% 1% C G

SR 229 Rixeyville Rd

98%

From:

To:

Culpeper County 2.95 0%211 0.677

Lee Highway 13000 0% 1% 0.089 12000G F0% 0% F G

Fauquier County Line

98%

From:

To:

Culpeper County 0.95 0%211

Culpeper County Line

0.735

Lee Highway 13000 0% 1% 0.091 13000G F0% 0% F G

WCL Warrenton

98%

From:

To:

Fauquier County 5.33 0%211 0.727

Frost Ave 20000 0% 1% 0.087 NAG F0% 0% C

Bus US 17; Bus US 29

98%

BusBus From:

To:

Town of Warrenton 0.48 0%211

Shirley Ave; Bus US 17

0.678

Broadview Ave 27000 0% 1% 0.08 NAG F0% 0% C

Bus US 17 Broadview Ave

98%

Bus From:

To:

Town of Warrenton17 29 0.86 0%211 0.584

Lee Highway 22000 0% 1% 0.077 NAG F0% 1% C

Bus US 15 Blackwell Rd

98%To:

Town of Warrenton29 0.55 0%211 0.537

Ramp to I-81 S at Exit 264 2100 0.129 2100G F G

US 211 W Old Cross Rd

I-81 SouthTo:

From:

Shenandoah County 0.19211

Ramp to I-81 N at Exit 264 1800 0.130 1800G F G

US 211 W Old Cross Rd

I-81 NorthTo:

From:

Shenandoah County 0.15211

Waterloo St 5500 0% 1% 0.098 5900G F0% 0% C G

Broadview Ave

Diagonal St

99%

Bus From:To:

From:

Town of Warrenton 0.62 0%

Bus

211 0.609

Waterloo St 4900 0% 1% 0.097 5300G F0% 0% F G

US 15 Bus

99%

BusBus From:

To:

Town of Warrenton 0.10 0%211

Bus US 15

0.515

Main St 5200 0% 1% 0.089 5600N F0% 0% N N

Alexandria Pike

99%

BusBus From:

To:

Town of Warrenton15 0.01 0%211

Main St

0.593

Alexandria Pike 5600 0% 0% 0.097 5900G F0% 0% C G

King St

99%To:

Town of Warrenton15 0.24 0%211 0.502

4766/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Alexandria St

Bus

6000 0% 0% 0.092 6400G F0% 0% F G

King St

Blackwell Rd

99%

BusBus From:

To:

From:

Town of Warrenton15 0.21 0%

Bus

211

Alexandria Pike

0.515

Blackwell Rd 6200 0% 0% 0.093 6700G F0% 0% C G

US 29 BUS US 211 Lee Hwy

99%To:

Town of Warrenton15 0.58 0%211 0.549

Main St

Bus

800 0% 0% 0.096 830G F1% 0% C G

US 211 South of Wahington

SCL Washington

99%

BusBus From:To:

From:

Rappahannock County522 0.72 0%

Bus

211 0.548

Main St 800 0% 0% 0.096 830N F1% 0% N N

78-628 Middle St

99%

BusBus From:

To:

Town of Washington (Maint: 78)522 0.37 0%211

78-628 Main St

0.548

Warren St 800 0% 0% 0.096 830N F1% 0% N N

ECL Washington

99%

BusBus From:

To:

Town of Washington (Maint: 78)522 0.26 0%211 0.548

800 0% 0% 0.096 830N F1% 0% N N

US 211 East of Washington

99%To:

Rappahannock County522 0.15 0%211 0.548

West Main St 6200 0% 1% 0.085 6200G F0% 0% F G

US 211 Lee Highway

Leaksville Rd

99%

Bus From:

To:

From:

Town of Luray 0.15 0%

Bus

211 0.519

West Main St 5500 0% 1% 0.084 5500G F0% 0% C G

Lee St

99%

Bus From:

To:

Town of Luray 0.85 0%211 0.539

West Main St 6500 0% 1% 0.095 6400G F0% 0% F G

US 340

99%

Bus From:To:

Town of Luray 0.33 0%211 0.52

East Main St 7600 0% 1% 0.078 7600G F0% 0% F G

Reservoir Ave

98%

Bus From:To:

Town of Luray 0.98 0%211 0.502

East Main St 6200 0% 1% 0.086 6200G F0% 0% C G

Collins Ave

98%

Bus From:To:

Town of Luray 0.14 0%211 0.57

East Main St 4300 0% 0% 0.096 4300G F0% 1% F G

ECL Luray

98%

Bus From:To:

Town of Luray 0.72 0%211 0.569

East Main St 1400 0% 0% 0.103 1400G F0% 1% C G

US 211 East of Luray

98%To:

Page County 0.93 0%211 0.533

New Market Rd 3700 1% 1% 0.097 3900G F2% 6% C G

SR 42 South of Timberville

ECL Timberville

90%

From:

To:

From:

Town of Timberville (Maint: 82) 0.69 0%211 0.501

New Market Rd 4900 0% 1% 0.090 4900G F1% 4% F G

Shenandoah County Line

93%To:

Rockingham County 3.58 0%211 0.543

4776/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

W Old Cross Rd 7900 0% 1% 0.085 7900F F2% 4% C F

Rockingham County Line

WCL New Market

93%

From:To:

From:

Shenandoah County 0.94 0%211 0.502

W Old Cross Rd 7900 0% 1% 0.085 7900N F2% 4% N N

I-81 West of New Market

93%To:

Town of New Market (Maint: 85) 0.42 0%211 0.502

Chatham Heights Rd 8000 0% 1% 0.092 8600G F1% 0% F G

Bus SR 3 East of Frederickburg

SR 218 Butler Rd

98%To:

From:

Stafford County 0.87 0%212 0.545

Manassas Dr 7400 2% 2% 0.084 7900G F0% 0% F G

WCL Manassas Park, 76-1501

Baker St

96%

From:To:

From:

City of Manassas Park 0.04 0%213 0.54

Manassas Dr 6100 2% 2% 0.082 6500G F0% 0% C G

152-4402 Cabbel Dr

96%

From:

To:

City of Manassas Park 1.16 0%213 0.508

Manassas Dr 8500 2% 2% 0.094 9000G F0% 0% F G

SR 28 Centreville Rd

96%To:

City of Manassas Park 0.69 0%213 0.645

Stratford Hall Rd 990 1% 0% 0.103 970G F1% 0% C G

SR 3 Lerty

96-609 Stratford Hall Rd

98%To:

From:

Westmoreland County 2.48 0%214 0.667

Vint Hill Rd 9400 0% 1% 0.086 9800G F1% 0% C G

US 29 Lee Hwy

Prince William County Line

98%

From:

To:

From:

Fauquier County 2.13 0%215

Fauquier County Line

0.563

Vint Hill Rd 8500 0% 1% 0.115 9000G F1% 0% C G

76-658 Owls Nest Rd

98%

From:To:

Prince William County 3.68 0%215 0.718

Vint Hill Rd 6200 0% 1% 0.103 6600G F1% 0% F G

SR 28 Near Bristow

98%To:

Prince William County 0%215 0.596

Guinea Rd 6900 1% 1% 0.093 7300G F0% 0% C G

US 17 Hayes

36-649 Achilles

98%To:

From:

Gloucester County 3.61 0%216 0.602

State St 940 0% 1% 0.139 1000G F0% 1% C G

Bagley Circle

SR 16 S Commerce Street

98%To:

From:

Town of Marion (Maint: 86) 0%217 0.83

Butler Rd 19000 0% 1% 0.074 21000G F2% 2% C G

US 1 Falmouth

SR 212 White Oak Rd

94%

From:

To:

From:

Stafford County 1.13 0%218

SR 218 Butler Rd

0.513

White Oak Rd 14000 0% 1% 0.09 15000G F1% 0% F G

89-1158 Baron Park Rd

98%

From:

To:

Stafford County 0.63 0%218 0.519

White Oak Rd 7800 0% 1% 0.09 8300G F1% 0% C G

89-606 Ferry Rd

98%To:

Stafford County 1.82 0%218 0.519

4786/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

White Oak Rd 7300 0% 1% 0.098 7200G F1% 0% F G

89-606 Ferry Rd

89-603 Caisson Rd

98%

From:To:

From:

Stafford County 2.05 0%218 0.520

White Oak Rd 4700 0% 1% 0.102 4600G F1% 0% F G

King George County Line

98%

From:

To:

Stafford County 2.09 0%218

Stafford County Line

0.559

Caledon Rd 3400 0% 1% 0.106 3300G F0% 0% F G

48-696 Fairview Dr

98%

From:To:

King George County 5.93 0%218 0.628

Caledon Rd 3000 0% 1% 0.111 2900G F0% 0% C G

48-609 Cash Corner

98%

From:To:

King George County 1.05 0%218 0.754

Caledon Rd 3000 0% 1% 0.115 2900G F0% 0% C G

SR 206 Berthaville

98%

From:

To:

King George County 6.81 0%218 0.808

Dahlgren Rd 8900 1% 0% 0.111 8800G F0% 1% F G

SR 206 Owens

98%

From:

To:

King George County206 2.19 0%218 0.867

Windsor Dr 1200 1% 1% 0.159 1100G F1% 0% C G

US 301 South of Owens

97%

From:

To:

King George County 0.28 0%218 0.772

Windsor Dr 5200 0% 1% 0.093 5100G F0% 0% C G

SR 205 East of Tetotum

99%To:

King George County 6.02 0%218 0.748

Federal St 8400 0% 1% 0.090 9100F F0% 1% C F

US 460 Virginia Ave

ECL Rich Creek

98%

From:

To:

From:

Town of Rich Creek (Maint: 35) 0.57 0%219 0.666

8400 0% 1% 0.090 9100N F0% 1% N N

West Virginia State Line

98%To:

Giles County 0%219 0.666

Greensboro Rd 9900 1% 1% 0.099 9900A A1% 15% C A

North Carolina State Line

Bus US 220 S, Church St

80%

From:To:

From:

Henry County 3.05 2%220 0.518

Greensboro Rd 11000 1% 1% 0.074 11000G F1% 15% F G

SCL Ridgeway

80%

From:To:

Henry County 0.34 2%220 0.516

Greensboro Rd 11000 1% 1% 0.074 11000N F1% 15% N N

SR 87 Morehead Ave

80%

From:To:

Town of Ridgeway (Maint: 44) 0.36 2%220 0.516

Greensboro Rd 14000 1% 1% 0.074 14000G F1% 15% F G

NCL Ridgeway

80%

From:To:

Town of Ridgeway (Maint: 44) 0.58 2%220 0.516

Greensboro Rd 14000 1% 1% 0.072 14000N F1% 15% N N

Bus US 220 N, Main St

80%

From:

To:

Henry County 0.03 2%220 0.563

Greensboro Rd 16000 1% 1% 0.079 16000G F1% 15% F G

US 58 William F Stone Hwy; Bus US 220

80%

From:

To:

Henry County 2%220

Bus US 220 S, Greensboro Rd

0.525

William F Stone Hwy 14000 1% 1% 0.085 13000G F1% 15% F G

US 58; Bus US 58 A L Philpott Hwy

80%To:

Henry County58 2%220 0.507

4796/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

William F Stone Hwy 14000 1% 1% 0.088 13000G F1% 15% F G

US 58; Bus US 58 A L Philpott Hwy

44-609 Dillons Fork Rd

80%

From:To:

From:

Henry County 4.00 2%220 0.531

William F Stone Hwy 12000 1% 1% 0.084 11000G F1% 15% F G

SR 57 Appalachian Dr

80%

From:To:

Henry County 3.22 2%220 0.51

William F Stone Hwy 14000 1% 1% 0.088 13000G F1% 15% F G

SR 57 Fairystone Pkwy; Bus US 220 Virginia Ave

80%

From:To:

Henry County57 2%220 0.559

Virginia Ave 16000 1% 1% 0.077 17000G F1% 10% F G

44-669 Murry Hill Lane

86%

From:To:

Henry County 1%220 0.551

Virginia Ave 15000 1% 1% 0.082 15000G F1% 10% F G

Franklin County Line

86%

From:

To:

Henry County 3.84 1%220

Henry County Line

0.61

Virgil H Goode Hwy 14000 1% 1% 0.075 15000G F1% 10% F G

33-605 Henry Rd

86%

From:

To:

Franklin County 1.90 1%220 0.532

Virgil H Goode Hwy 14000 1% 1% 0.075 15000G F1% 10% F G

33-718 McNeil Mill Rd

86%

From:

To:

Franklin County 3.96 1%220 0.547

Virgil H Goode Hwy 14000 1% 1% 0.079 15000G F1% 10% F G

BUS US 220 S of Rocky Mount

86%

From:

To:

Franklin County 6.73 1%220 0.593

17000 1% 1% 0.1 18000A A1% 10% C A

SCL Rocky Mount

86%

From:

To:

Franklin County 2.59 1%220 0.570

17000 1% 1% 0.1 18000A A1% 10% C A

SR 40

86%

From:

To:

Town of Rocky Mount (Maint: 33) 0.62 1%220

SR 40 Franklin St

0.570

Virgil H Goode Hwy 21000 1% 1% 0.077 21000G F1% 10% F G

BUS US 220 N Main St N of Rocky Mount

86%

From:

To:

Town of Rocky Mount (Maint: 33) 1.29 1%220

BUS US 220 N of Rocky Mount

0.545

24000 1% 1% 0.079 25000G F1% 10% F G

NCL Rocky Mount

86%

From:

To:

Town of Rocky Mount (Maint: 33) 0.30 1%220

NCL Rocky Mount N Main St

0.564

Virgil H Goode Hwy 24000 1% 1% 0.079 25000G F1% 10% F G

33-697 S Wirtz Rd

86%

From:To:

Franklin County 3.43 1%220 0.564

Virgil H Goode Hwy 22000 1% 1% 0.082 23000G F1% 10% F G

SCL Boones Mill

86%

From:To:

Franklin County 3.97 1%220 0.619

Virgil H Goode Hwy 23000 1% 1% 0.083 24000G F1% 10% F G

NCL Boones Mill

86%

From:

To:

Town of Boones Mill (Maint: 33) 1.32 1%220 0.633

Virgil H Goode Hwy 25000 1% 1% 0.086 26000G F1% 10% F G

33-613 Naff Rd

86%

From:

To:

Franklin County 1.17 1%220 0.662

Franklin Rd; Virgil H Goode Hwy 24000 1% 1% 0.084 25000G F1% 10% F G

Roanoke County Line

86%To:

Franklin County 0.37 1%220 0.658

4806/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Franklin Rd 28000 1% 1% 0.096 30000G F1% 10% F G

Franklin County Line

Blue Ridge Parkway

86%

From:To:

From:

Roanoke County 6.13 1%220 0.673

Franklin Rd 28000 1% 1% 0.083 30000G F1% 10% F G

SCL Roanoke

86%

From:To:

Roanoke County 0.33 1%220 0.647

Franklin Rd 29000 1% 1% 0.083 30000G F1% 10% F G

BUS US 220; SR 419 Electric Rd

86%

From:To:

City of Roanoke (Maint: 80) 1.70 1%220 0.667

Roy Webber Expwy 46000 1% 1% 0.089 48000G F1% 10% F G

Wonju St

86%

From:To:

City of Roanoke (Maint: 80) 1.66 1%220 0.511

Roy Webber Expwy 58000 1% 1% 0.09 61000G F1% 10% F G

SR 24 Elm Ave; I-581

86%

From:

To:

City of Roanoke (Maint: 80) 1.65 1%220 0.518

US 11 Williamson RdFrom:

To:

City of Roanoke (Maint: 80)581 0.66 See I-581 for directional traffic volume estimates for this segment.220

61000 1% 1% 0.092 68000G F1% 4% F G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.545

US 460 Orange AveFrom:

To:

City of Roanoke (Maint: 80)581 0.31 See I-581 for directional traffic volume estimates for this segment.220

69000 1% 1% 0.088 77000G F1% 4% F G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

Valley View BlvdFrom:

To:

City of Roanoke (Maint: 80)581 1.68 See I-581 for directional traffic volume estimates for this segment.220

73000 1% 1% 0.091 77000G F1% 4% F G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.510

SR 101 Hershberger RdFrom:

To:

City of Roanoke (Maint: 80)581 1.11 See I-581 for directional traffic volume estimates for this segment.220

58000 1% 1% 0.092 64000G F1% 4% C G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.500

SR 117 Peters Creek RdFrom:

To:

City of Roanoke (Maint: 80)581 1.75 See I-581 for directional traffic volume estimates for this segment.220

48000 1% 1% 0.123 53000A A1% 4% F A93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.531

I-81From:

To:

Roanoke County581 0.84 See I-581 for directional traffic volume estimates for this segment.220

IS-00581-N(R)/IS-00581-N006A(L)/TO RT 81 NORT

42000 1% 1% 0.096 47000G F1% 4% F G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.538

Ramp

IS-00081-N(B)/IS-00581-N006A(R)/FROM RT 581 NFrom:

To:

Roanoke County581 0.29 See I-581 for directional traffic volume estimates for this segment.220

I-581

SR 115 Plantation RdFrom:

To:

Roanoke County81 2.34 See I-81 for directional traffic volume estimates for this segment.220

53000 1% 1% 0.099 54000A A1% 22% C A74% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

Botetourt County LineTo:

Roanoke County81 0.84 See I-81 for directional traffic volume estimates for this segment.220

49000 1% 1% 0.081 49000G F1% 21% F G74% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.579

4816/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Roanoke County Line

I-81 Exit 150; ALT SR 220From:

To:

From:

Botetourt County81 3.27 See I-81 for directional traffic volume estimates for this segment.220

I-81 N

49000 1% 1% 0.081 49000G F1% 21% F G74% 2%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.579

Ramp I-81 N Exit 150B to US 11

US 11 Lee HighwayFrom:

To:

Botetourt County81 See I-81 for directional traffic volume estimates for this segment.220

Ramp From I-81 NB at Exit 150 B

Lee Highway 5400 0% 0% 0.098 5500N F0% 0% N N

ALT SR 220 Cloverdale Rd

99%

ALT From:

To:

11 0.25 0%220

US 11 Lee Highway

0.589

Roanoke Rd 30000 1% 1% 0.082 32000G F1% 7% F G

End of Alt SR 220 at I-81

90%

From:

To:

Botetourt County220 0.09 0%220

I-81; ALT SR 220

0.662

Roanoke Rd 24000 1% 1% 0.091 25000G F1% 4% F G

11-779 Catawba Rd

94%

From:

To:

Botetourt County 0%220 0.616

Roanoke Rd 14000 1% 1% 0.085 14000G F1% 4% F G

11-670 Trinity Rd

94%

From:

To:

Botetourt County 3.69 0%220 0.636

Roanoke Rd 10000 1% 1% 0.102 11000F B1% 4% C F

SCL Fincastle

94%

From:

To:

Botetourt County 3.15 0%220 0.538

Botetourt Rd 10000 1% 1% 0.102 11000N B1% 4% N N

11-630 Main St

94%

From:

To:

Botetourt County 0.11 0%220 0.538

Botetourt Rd 7600 1% 1% 0.083 8100G F1% 4% F G

NCL Fincastle

94%

From:

To:

Botetourt County 0.18 0%220 0.553

Botetourt Rd 7600 1% 1% 0.083 8100N F1% 4% N N

11-635 Timber Ridge; W Wind Rd

94%

From:To:

Botetourt County 4.49 0%220 0.553

Botetourt Rd 5600 1% 1% 0.081 5900G F1% 4% F G

SR 43 Y James St

94%

From:To:

Botetourt County 6.79 0%220 0.564

Botetourt Rd 5000 1% 1% 0.081 5400G F1% 4% F G

11-615 Craig Creek Rd

94%

From:To:

Botetourt County 0.83 0%220 0.563

Botetourt Rd 4600 1% 1% 0.080 4900G F1% 4% F G

SR 43 Narrow Passage Rd

94%

From:To:

Botetourt County42 1.32 0%220 0.574

Botetourt Rd 4600 1% 1% 0.081 4900G F1% 4% F G

Alleghany County Line; SCL Iron Gate

94%

From:

To:

Botetourt County42 9.95 0%220

Botetourt County Line

0.565

Market Ave 5800 1% 1% 0.078 6300F F1% 4% F F

NCL Iron Gate

94%

From:

To:

Town of Iron Gate (Maint: 03)42 0.88 0%220 0.542

5800 1% 1% 0.078 6300N F1% 4% N N

BUS US 220 Verge St

94%

From:

To:

Alleghany County42 0.66 0%220 0.542

4500 1% 1% 0.081 4800G F1% 4% F G

BUS US 60

94%To:

Alleghany County42 0.61 0%220 0.53

4826/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Grafton St

Bus

5700 1% 1% 0.089 6000G F1% 8% C G

Bus US 60

03-670

89%

Bus From:To:

From:

Alleghany County60 42 0.47 0%220 0.528

Market Ave 5700 1% 1% 0.081 6000G F1% 8% F G

I-64 EAST OF CLIFTON FORGE

89%

Bus From:To:

Alleghany County60 0.19 0%220 0.526

Ramp 2200 0.087 2300G F G

I-64-W FROM BUS RT 60WEST & RT 629EFrom:

To:

Alleghany County60 0.22220

US 220; BUS US 60

ECL Clifton ForgeFrom:

To:

Alleghany County64 60 1.06 See I-64 for directional traffic volume estimates for this segment.220

10000 1% 1% 0.083 9900G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.505

WCL Clifton ForgeFrom:

To:

Town of Clifton Forge (Maint: 03)64 60 1.55 See I-64 for directional traffic volume estimates for this segment.220

10000 1% 1% 0.083 9900G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.505

BUS US 60 BUS US 220From:

To:

Alleghany County64 60 0.86 See I-64 for directional traffic volume estimates for this segment.220

10000 1% 1% 0.083 9900G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.505

03-696From:

To:

Alleghany County64 60 2.34 See I-64 for directional traffic volume estimates for this segment.220

17000 1% 1% 0.085 16000G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

US 60From:

To:

Alleghany County64 60 4.98 See I-64 for directional traffic volume estimates for this segment.220

I-64-W TO RT 60 WEST VIA RT 1104

17000 1% 1% 0.079 16000G F1% 23% F G74% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

Ramp

03-1104 FROM RT 64 WESTFrom:

To:

Alleghany County64 0.05 See I-64 for directional traffic volume estimates for this segment.220

I-64

Madison St 8800 1% 1% 0.08 9300G F2% 7% F G

ECL Covington

90%

From:To:

Alleghany County60 0.62 0%220 0.552

E Madison St 10000 1% 1% 0.083 11000G F2% 7% C G

SR 18 Carpenter St

90%

From:To:

City of Covington60 0.46 0%220 0.595

East Madison St 11000 1% 1% 0.084 12000G F1% 7% C G

S Highland Avenue

91%

From:

To:

City of Covington60 0.26 0%220 0.628

E Madison Avenue 10000 0% 1% 0.080 11000G F0% 0% F G

S Monroe Avenue

98%

From:

To:

City of Covington60 0.12 0%220 0.598

N Alleghany Ave 8000 0% 1% 0.078 8500G F1% 1% F G

E Locust Street

97%

From:

To:

City of Covington 0.93 0%220 0.527

N Alleghany Ave 7900 0% 1% 0.076 8300G F1% 1% F G

N Magazine Avenue

97%To:

City of Covington 0.62 0%220 0.518

4836/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

N Alleghany Ave 4800 0% 1% 0.092 5100G F1% 1% C G

E Riverside St

NCL Covington

97%

From:To:

From:

City of Covington 0.66 0%220 0.588

Hot Springs Rd 3900 0% 0% 0.088 4100G F2% 2% C G

03-687 Jackson River Rd

95%

From:

To:

Alleghany County 1.61 0%220

03-687 Clearwater

0.617

Hot Springs Rd 1100 1% 1% 0.087 1200G F1% 4% C G

Bath County Line

94%

From:

To:

Alleghany County 8.28 0%220

Alleghany County Line

0.512

Ingalls Boulevard 1800 1% 1% 0.085 1800G F0% 3% C G

08-658 Park Lane

96%

From:To:

Bath County 7.49 0%220 0.568

Ingalls Boulevard 2700 1% 1% 0.085 2700G F0% 3% F G

SR 39 Warm Springs

96%

From:

To:

Bath County 5.43 0%220 0.522

Sam Snead Hwy 2100 0% 1% 0.094 2100G F1% 4% C G

SR 39 North of Warm Springs

94%

From:

To:

Bath County39 0.19 0%220 0.520

Sam Snead Hwy 780 0% 1% 0.096 780G F0% 6% C G

08-614 Muddy Run Rd

93%

From:

To:

Bath County 4.17 0%220 0.607

Sam Snead Hwy 460 0% 1% 0.111 460G F0% 10% C G

08-623 Poor Farm Road

88%

From:

To:

Bath County 5.56 0%220 0.590

Stuart Hwy 410 1% 1% 0.098 410G F0% 12% C G

Highland County Line

86%

From:

To:

Bath County 4.11 0%220

Bath County Line

0.542

Jackson River Rd 430 1% 1% 0.113 430G F1% 12% C G

45-607 N, Big Valley Rd

85%

From:

To:

Highland County 8.62 0%220 0.509

Jackson River Rd 530 1% 2% 0.095 530G F1% 9% C G

SR 84 Mill Gap Rd

87%

From:

To:

Highland County 3.47 0%220

SR 84 Vanderpool

0.544

Jackson River Rd 1200 0% 2% 0.093 1200G F10% 6% C G

SCL Monterey

82%

From:To:

Highland County 3.54 0%220 0.562

1200 0% 2% 0.093 1200N F10% 6% N N

US 250

82%

From:To:

Town of Monterey (Maint: 45) 0.35 0%220 0.562

Jackson River Rd; Potomac River Rd 1500 0% 2% 0.096 1400G F9% 4% C G

NCL Monterey

85%

From:To:

Town of Monterey (Maint: 45) 0.19 0%220 0.548

1500 0% 2% 0.096 1400N F9% 4% N N

45-642 Near Blue Grass

85%

From:

To:

Highland County 6.30 0%220

45-642 Blue Grass Valley Rd

0.548

Potomac River Rd 630 0% 1% 0.101 620G F1% 5% C G

West Virginia State Line

93%To:

Highland County 1.12 0%220 0.609

Ramp 5200 0.091 5500G F G

US 220 Roy Webber Expwy

SR 24 Elm AvenueTo:

From:

City of Roanoke (Maint: 80) 0.10

North

220

4846/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp to I-81 S at Exit 150 3900 0.166 4200G F G

ALT SR 220 North

I-81 SouthTo:

From:

Botetourt County 0.11

North

220

Ramp to I-81 S at Exit 150 6600 0.113 7000G F G

US 220 S, Roanoke Rd

I-81 SouthTo:

From:

Botetourt County 0.42

South

220

Ramp to I-64 E at Exit 16 3600 0.098 3900G F G

I-64-E FROM RT 60EAST & RT 648SOUTH

US 60; 03-648 I-64-E016A FROFrom:

To:

From:

Alleghany CountyP

60 60 0.28220

I-64 EAST OF COVINGTON

8800 1% 1% 0.08 9300N F2% 7% N N

US 220

90%To:

P60 0%220 0.552

Verge Street 1500 0% 1% 0.092 1600G F0% 1% C G

US 220 Near Clifton Forge

SCL Clifton Forge

97%

Bus From:

To:

From:

Alleghany County 0.80 0%

Bus

220 0.561

Verge Street 1600 1% 1% 0.096 1700G F0% 1% C G

Bus US 60

98%

BusBus From:

To:

Town of Clifton Forge 0.70 0%220 0.512

Main St 5200 1% 0% 0.095 5500G F0% 0% F G

B ST

98%

BusBus From:

To:

Town of Clifton Forge60 0.06 0%220 0.535

Main St 5300 1% 0% 0.096 5600G F0% 0% C G

Ridgeway St

98%

BusBus From:

To:

Town of Clifton Forge60 0.26 0%220 0.536

Main St 940 1% 1% 0.101 990G F0% 1% F G

Keswick St

97%

BusBus From:

To:

Town of Clifton Forge60 188P

188P

0.07 0%220

Main St

6800 1% 0% 0.091 7200N F0% 0% N N98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.539

Kesswick St 730 1% 1% 0.111 770G F0% 1% C G

Roxbury St

97%

BusBus From:

To:

Town of Clifton Forge60P

0.14 0%220

Keswick St

6600 1% 0% 0.090 7000G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.530

Roxbury St 1800 1% 1% 0.098 1900G F0% 1% F G

Ridgeway St

97%

BusBus From:

To:

Town of Clifton Forge60P

0.05 0%220

Roxbury St

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.679

Ridgeway St 6700 1% 0% 0.098 7100G F0% 0% C G

6th St

99%

BusBus From:

To:

Town of Clifton Forge60 0.61 0%220 0.514

Ridgeway St 6900 1% 0% 0.095 7400G F0% 0% F G

WCL Clifton Forge

99%

BusBus From:

To:

Town of Clifton Forge60 0.27 0%220 0.524

Ridgeway St 6400 1% 1% 0.089 6800G F0% 0% C G

I-64 SR 384

98%To:

Alleghany County60 0.44 0%220 0.543

4856/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Franklin Rd 19000 0% 1% 0.087 20000G F0% 0% C G

US 220; SR 419 South of Roanoke

Penarth Road

99%

Bus From:To:

From:

City of Roanoke (Maint: 80) 0.27 0%

Bus

220 0.55

Franklin Rd 14000 0% 1% 0.091 15000G F0% 0% F G

128-3 Wonju St

99%

Bus From:To:

City of Roanoke 1.26 0%220 0.63

Franklin Rd 10000 0% 1% 0.096 11000F F0% 0% F F

128-8003 McClanahan St

99%

Bus From:To:

City of Roanoke 0.38 0%220 0.579

Franklin Rd 8300 0% 1% 0.093 9100G F0% 0% F G

128-8015; I-581 Underpass

99%To:

City of Roanoke 0.41 0%220 0.540

S Main St 4900 0% 1% 0.093 5100G F1% 1% C G

US 220 South of Rocky Mount

SCL Rocky Mount

97%

Bus From:

To:

From:

Franklin County 1.76 0%

Bus

220 0.54

S Main St 4900 0% 1% 0.093 5100N F1% 1% N N

Scuffling Hill Rd

97%

Bus From:

To:

Town of Rocky Mount 0.10 0%220 0.54

S Main St 5400 1% 1% 0.092 5700G F0% 1% C G

Floyd Ave

98%

Bus From:

To:

Town of Rocky Mount 0%220 0.62

S Main St 6400 1% 1% 0.097 6800G F0% 1% F G

Tanyard Road

98%

Bus From:

To:

Town of Rocky Mount 0%220 0.542

N Main St 4300 1% 1% 0.100 4600G F0% 1% F G

Claiborne Ave

98%

Bus From:To:

Town of Rocky Mount 0.08 0%220 0.519

N Main St 3800 1% 1% 0.102 4000G F0% 1% F G

Pell Ave

98%

Bus From:To:

Town of Rocky Mount 0.15 0%220 0.503

N Main St 8500 1% 1% 0.097 9000N F1% 1% N N

Franklin St

97%

Bus From:To:

Town of Rocky Mount40 0.03 0%220 0.565

N Main St 8500 1% 1% 0.097 9000G F1% 1% C G

Circle St North

97%

Bus From:To:

Town of Rocky Mount 0.54 0%220 0.565

N Main St 8600 1% 1% 0.096 9100G F1% 1% F G

NCL Rocky Mount

97%

Bus From:

To:

Town of Rocky Mount 1.05 0%220 0.533

N Main St 13000 1% 1% 0.102 14000G F1% 1% F G

US 220 N of Rocky Mount

97%To:

Franklin County 0.57 0%220 0.51

Greensboro Rd 11000 0% 1% 0.086 12000G F1% 3% C G

US 220 William F Stone Hwy; Greensboro Rd

Bus US 58, A L Philpott Hwy

96%To:

From:

Henry County 3.21 0%

Bus

220 0.557

4866/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Memorial Blvd

Bus

16000 0% 1% 0.086 17000G F1% 1% F G

US 58 SOUTH OF MARTINSVILLE

SCL MARTINSVILLE

97%

BusBus From:To:

From:

Henry County58 0.75 0%

Bus

220 0.604

Memorial Blvd 15000 0% 1% 0.087 16000G F1% 1% C G

STARLING AVE

97%

Bus From:To:

58 0.71 0%220 0.585

Memorial Blvd 13000 1% 1% 0.085 14000G F0% 2% F G

Broad Street

97%

Bus From:To:

City of Martinsville57 0.25 0%220 0.555

Memorial Blvd 9500 1% 1% 0.086 10000G F0% 2% C G

Fayette St

97%

Bus From:To:

City of Martinsville57 0.85 0%220 0.525

Memorial Blvd 10000 0% 0% 0.087 11000G F0% 1% C G

NCL Martinsville

98%

Bus From:

To:

City of Martinsville 0.65 0%220 0.526

Virginia Ave 14000 0% 0% 0.083 15000G F0% 1% F G

44-609 Daniel Creek Rd

98%

Bus From:

To:

Henry County 2.29 0%220 0.553

Virginia Ave 17000 1% 1% 0.095 18000G F0% 2% C G

US 220; SR 57 Fairystone Pkwy

96%To:

Henry County 0%220 0.55

Church St 950 0% 0% 0.107 1000G F0% 0% C G

US 220 South of Ridgeway

SCL Ridgeway

99%

Bus From:

To:

From:

Henry County 0.30 0%

Bus

220 0.702

Church St 950 0% 0% 0.107 1000N F0% 0% N N

SR 87 Morehead Ave

99%

Bus From:To:

Town of Ridgeway (Maint: 44) 0.53 0%220 0.702

Main St 3500 0% 0% 0.097 3700G F0% 0% C G

NCL Ridgeway

99%

Bus From:To:

Town of Ridgeway (Maint: 44) 0.81 0%220 0.536

Main St 3500 0% 0% 0.097 3700N F0% 0% N N

US 220 North of Ridgeway

99%To:

Town of Ridgeway (Maint: 44) 0.04 0%220 0.536

Orange Ave

ALT

33000 1% 1% 0.096 36000G A1% 1% F G

I-581, US 220, ALT SR 220

US 11 Williamson Rd

96%

ALT From:To:

From:

460 11 116 0.24 0%

ALT

220 0.523

Orange Ave 32000 1% 1% 0.076 36000G F1% 1% F G

SR 115 Hollins Rd

96%

ALT From:

To:

City of Roanoke460 221 0.49 0%220 0.516

Orange Ave 37000 1% 1% 0.075 39000G F1% 3% F G

24th St

95%

ALT From:

To:

City of Roanoke460 221 1.14 0%220 0.521

Orange Ave 30000 1% 1% 0.081 31000G F1% 3% F G

128-8055 King St

95%To:

City of Roanoke460 221 1.17 0%220 0.516

4876/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Orange Ave 35000 1% 1% 0.082 37000G F1% 3% F G

128-8055 King St

Roanoke County Line

95%

ALT From:

To:

From:

City of Roanoke460 221 0.38 0%

ALT

220

ECL Roanoke

0.508

Challenger Ave 32000 1% 1% 0.098 34000A A1% 3% C A

US 460 BONSACK

95%

ALT From:

To:

Roanoke County460 221 1.63 0%220

US 221, US 460

0.502

Cloverdale Rd 22000 1% 1% 0.085 23000G F1% 7% F G

Botetourt County Line

90%

ALT From:

To:

Roanoke County 0.50 0%220

Roanoke County Line

0.577

Cloverdale Rd 16000 1% 1% 0.109 17000A A1% 7% C A

US 11 Lee Highway

90%

ALT From:To:

Botetourt County 4.54 0%220 0.542

Roanoke Rd 30000 1% 1% 0.082 32000G F1% 7% F G

I-81; US 220

90%To:

Botetourt County220 0.09 0%220 0.662

New River Pkwy 1600 0% 1% 0.101 1600G F1% 4% C G

North Carolina State Line

CL Independence

94%

From:

To:

From:

Grayson County21 3.39 0%221 0.569

1600 0% 1% 0.101 1600N F1% 4% N N

US 58 INDEPENDENCE

94%

From:

To:

Town of Independence (Maint: 38)21 0.47 0%221 0.569

E Main St 5700 1% 1% 0.110 5900G F1% 3% F G

CL Independence

95%

From:

To:

Town of Independence (Maint: 38)58 1.20 0%221 0.621

Grayson Pkwy 5700 1% 1% 0.110 5900N F1% 3% N N

SR 274 East of Independence

95%

From:

To:

Grayson County58 1.55 0%221 0.621

Grayson Pkwy 6300 1% 1% 0.095 6500G F1% 3% C G

SR 94 WEST OF GALAX

95%

From:To:

Grayson County58 8.68 0%221 0.527

Grayson Pkwy 7200 1% 1% 0.099 7500G F1% 3% F G

WCL Galax

95%

From:To:

Grayson County58 1.36 0%221 0.561

Reserve Blvd 7500 0% 1% 0.094 8200G F1% 2% C G

Oldtown Rd

96%

From:To:

City of Galax58 0.47 0%221 0.537

Reserve Blvd; W Stuart Dr 6600 0% 1% 0.084 7100G F1% 2% F G

Fries Rd

96%

From:To:

City of Galax58 1.10 0%221 0.556

W Stuart Dr 9900 0% 1% 0.088 11000G F1% 2% F G

SR 89 MAIN ST

96%

From:

To:

City of Galax58 0.20 0%221 0.574

E Stuart Dr 12000 0% 1% 0.094 13000G F1% 3% F G

Meadow St

96%

From:

To:

City of Galax58 0.34 0%221 0.533

E Stuart Dr 16000 0% 1% 0.078 17000G F1% 3% F G

Haynes Rd

96%

From:

To:

City of Galax58 1.81 0%221 0.504

E Stuart Dr 13000 0% 1% 0.079 14000G F1% 3% C G

ECL Galax

96%To:

58 1.10 0%221 0.54

4886/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Carrollton Pike 13000 1% 1% 0.084 14000G F1% 3% F G

ECL Galax

17-887

96%

From:To:

From:

Carroll County58 2.05 0%221 0.51

Carrollton Pike 14000 1% 1% 0.082 15000G F1% 3% F G

17-872

96%

From:To:

Carroll County58 1.28 0%221 0.524

Carrollton Pike 12000 1% 1% 0.107 13000A A1% 3% C A

I-77

96%

From:To:

Carroll County58 3.69 0%221 0.557

Carrollton Pike 13000 0% 1% 0.084 13000G F1% 0% F G

CL Hillsville

97%

From:To:

Carroll County58 0.72 0%221 0.559

West Stuart Dr 13000 0% 1% 0.084 13000N F1% 0% N N

US 58

97%

From:

To:

Town of Hillsville (Maint: 17)58 2.10 0%221

US 58 Stuart Dr

0.559

Floyd Pike 5800 1% 1% 0.087 6200G F1% 2% F G

ECL Hillsville

96%

From:

To:

Town of Hillsville (Maint: 17) 1.42 0%221 0.535

Floyd Pike 5800 1% 1% 0.087 6200N F1% 2% N N

SR 100 East of Hillsville

96%

From:

To:

Carroll County 0.02 0%221 0.535

Floyd Pike 2400 1% 1% 0.093 2500G F1% 2% F G

17-638 Dugspur

96%

From:

To:

Carroll County 6.77 0%221 0.628

Floyd Pike 1800 1% 1% 0.087 1900G F1% 2% F G

Floyd County Line

96%

From:

To:

Carroll County 3.37 0%221

Carroll County Line

0.608

Floyd Highway South 1700 0% 1% 0.096 1800F F0% 0% F F

31-787 Near Willis Indian Village Rd

99%

From:

To:

Floyd County 4.50 0%221

31-787 Near Willis

0.588

Floyd Highway South 2500 1% 1% 0.113 2700A A1% 2% C A

31-750 Alum Ridge Rd

96%

From:To:

Floyd County 2.91 0%221 0.606

Floyd Highway South 3100 1% 2% 0.097 3300F F2% 7% F F

WCL Floyd

89%

From:To:

Floyd County 8.26 0%221 0.604

East Main St 3100 1% 2% 0.097 3300N F2% 7% N N

SR 8 Floyd C H

89%

From:To:

Town of Floyd (Maint: 31) 0.33 0%221 0.604

West Main St 9100 1% 1% 0.093 9000F F1% 6% F F

ECL Floyd

91%

From:To:

Town of Floyd (Maint: 31) 0.61 0%221 0.529

Floyd Highway North 9100 1% 1% 0.093 9000N F1% 6% N N

31-860 Northeast of Floyd CH

91%

From:

To:

Floyd County 2.04 0%221

31-860 Northeast of Floyd CH Shooting Creek Rd

0.529

Floyd Highway North 3400 1% 1% 0.088 3400F F1% 21% F F

31-661 Booth Creek Rd Kings Store Rd

75%

From:

To:

Floyd County 6.97 1%221 0.543

Floyd Highway North 2500 0% 1% 0.093 2500F F1% 3% F F

31-642 Meadow Run Rd

94%

From:

To:

Floyd County 3.79 0%221 0.54

Floyd Highway North 3300 2% 2% 0.099 3300F F1% 3% C F

Roanoke County Line

92%To:

Floyd County 7.20 0%221 0.591

4896/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Bent Mountain Rd 2800 0% 1% 0.104 2800G F0% 0% F G

Floyd County Line

80-708 Ivy Ridge Rd

98%

From:To:

From:

Roanoke County 2.40 0%221 0.741

Bent Mountain Rd 3100 0% 1% 0.108 3100G F0% 0% F G

80-711 Airpoint

98%

From:To:

Roanoke County 1.46 0%221 0.757

Bent Mountain Rd 6300 0% 1% 0.097 6200G F0% 0% F G

80-688 Cotton Hill Rd

98%

From:

To:

Roanoke County 7.29 0%221

80-897 Crystal Creek Dr; 80-1646

0.79

Brambleton Rd 12000 0% 1% 0.099 13000G F0% 0% C G

80-1683 Arlington Hills Dr

98%

From:

To:

Roanoke County 0.22 0%221

80-1683 Arlington Hills

0.658

Brambleton Rd 18000 0% 1% 0.098 19000G F0% 0% F G

SR 419 Electric Rd

98%

From:

To:

Roanoke County 1.36 0%221 0.661

Brambleton Ave 12000 0% 0% 0.104 13000G F0% 0% C G

WCL Roanoke

99%

From:

To:

Roanoke County 1.14 0%221 0.709

Brambleton Ave 12000 0% 1% 0.108 12000G F0% 0% C G

Overland Road

99%

From:

To:

City of Roanoke 1.39 0%221 0.607

Brambleton Ave 6500 0% 1% 0.107 6900G F0% 0% F G

Brandon Ave

99%

From:

To:

City of Roanoke 0.52 0%221 0.562

Main St 8300 0% 1% 0.097 8900G F0% 0% F G

8th St

99%

From:

To:

City of Roanoke 1.19 0%221 0.578

Elm Ave 9400 0% 1% 0.092 10000G F0% 0% C G

US 220 Franklin Rd

98%

From:

To:

City of Roanoke 0.46 0%221 0.665

Elm Ave 6100 0% 1% 0.083 6500G F0% 0% F G

SR 24, SR 116

98%

From:

To:

City of Roanoke 0.30 0%221

SR 116 US 221 Bus P

12000 0% 1% 0.097 13000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.583

0.618

Franklin Rd 4100 0% 1% 0.117 4400G F0% 0% F G

Williamson Rd

98%

From:

To:

City of Roanoke116 0.14 0%221

Franklin Rd

0.685

Williamson Rd 13000 0% 1% 0.089 14000G F0% 0% F G

US 11 Salem Ave

98%

From:

To:

City of Roanoke 0%221

Salem Ave

0.553

Williamson Rd 19000 1% 0% 0.088 22000G F0% 0% F G

Shenandoah Ave

98%

From:

To:

City of Roanoke11 116 0.15 0%221 0.514

Williamson Rd 14000 1% 0% 0.092 16000G F0% 0% F G

I-581

98%

From:

To:

City of Roanoke11 116 0.15 0%221 0.709

Williamson Rd 9800 0% 0% 0.076 10000G F0% 0% F G

US 460 S

99%

ALT From:

To:

11 116 0.50 0%221 0.539

Orange Ave 32000 1% 1% 0.076 36000G F1% 1% F G

SR 115 Hollins Rd

96%To:

City of Roanoke460 220 0.49 0%221 0.516

4906/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Orange Ave

ALT

37000 1% 1% 0.075 39000G F1% 3% F G

SR 115 Hollins Rd

24th St

95%

ALT From:To:

From:

City of Roanoke460 220 1.14 0%221 0.521

Orange Ave 30000 1% 1% 0.081 31000G F1% 3% F G

128-8055 King St

95%

ALT From:To:

City of Roanoke460 220 1.17 0%221 0.516

Orange Ave 35000 1% 1% 0.082 37000G F1% 3% F G

ECL Roanoke

95%

ALT From:To:

City of Roanoke460 220 0.38 0%221 0.508

Challenger Ave 32000 1% 1% 0.098 34000A A1% 3% C A

Alt US 220 Cloverdale Rd

95%

From:To:

Roanoke County460 220 1.63 0%221 0.502

Challenger Ave 25000 1% 1% 0.089 26000G F1% 7% F G

Botetourt County Line

89%

From:

To:

Roanoke County460 0.34 0%221

Roanoke County Line

0.578

Blue Ridge Blvd 22000 1% 1% 0.082 24000G F1% 7% F G

Blue Ridge Parkway

89%

From:

To:

Botetourt County460 2.55 0%221 0.594

Blue Ridge Blvd 18000 1% 1% 0.106 19000A A1% 7% C A

Bedford County Line

89%

From:

To:

Botetourt County460 2.94 0%221

Botetourt County Line

0.541

W Lynchburg Salem Tpke 15000 1% 1% 0.086 16000G F1% 7% F G

09-695 Goose Creek Valley Rd

89%

From:

To:

Bedford County460 4.18 0%221 0.608

W Lynchburg Salem Tpke 14000 1% 1% 0.085 14000G F1% 7% F G

09-831 Thaxton School Rd

89%

From:

To:

Bedford County460 7.69 0%221 0.550

W Lynchburg Salem Tpke 15000 1% 1% 0.086 16000G F1% 7% F G

WCL Bedford

89%

From:To:

Bedford County460 2.75 0%221 0.501

17000 1% 1% 0.089 18000G F1% 7% F G

US 460 OLD TNPK RD

89%

Bus From:

To:

Town of Bedford (Maint: 09)460 0.67 0%221

US 460 Old Turnpike Rd

0.510

5700 1% 1% 0.094 6200N F0% 1% N N

Oakcrest St

98%

Bus From:To:

Town of Bedford (Maint: 09)460 0.33 0%221 0.506

Blue Ridge Ave 5700 1% 1% 0.094 6200G F0% 1% C G

4th St

98%

Bus From:To:

Town of Bedford460 0.68 0%221 0.506

W Main St 4600 1% 1% 0.092 4900G F0% 1% F G

Crenshaw St

98%

BusBus From:

To:

Town of Bedford460 0.07 0%221 0.51

W Main St 5100 1% 1% 0.097 5600G F0% 1% F G

Bus US 460, SR 43; N Bridge St

98%

Bus From:

To:

Town of Bedford460 122 0.19 0%221

Bus US 460, SR 43 Main St

0.533

N Bridge St 4700 1% 1% 0.093 5100G F0% 0% F G

Bedford Ave

98%To:

Town of Bedford43 122 0.16 0%221 0.535

4916/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

N Bridge St

Bus

6700 1% 1% 0.092 7300G F0% 0% C G

Bedford Ave

Peaks St

98%

Bus From:

To:

From:

Town of Bedford43 122 0.11 0%221

SR 43 Peaks St

0.526

Longwood Ave 6200 1% 1% 0.091 6700G F0% 0% F G

Oakwood St

98%

Bus From:To:

Town of Bedford122 0.71 0%221 0.545

Longwood Ave 8400 1% 1% 0.092 9100G F0% 0% C G

Forest Road

98%

From:

To:

Town of Bedford122 0.47 0%221

Longwood Ave

0.507

Forest Rd 6100 1% 1% 0.096 6600G F1% 2% C G

ECL Bedford

96%

From:To:

Town of Bedford 0.68 0%221 0.505

Forest Rd 5100 1% 1% 0.097 5400G F1% 2% F G

09-671 Centerville Rd

96%

From:

To:

Bedford County 2.22 0%221 0.511

Forest Rd 6500 0.094 6800G F G

09-779 Mays Mill RdFrom:

To:

Bedford County 7.96221 0.666

Forest Rd 6500 0.094 6800N F N

09-663 Perrowville RdFrom:

To:

Bedford County 1.27221 0.666

Forest Rd 21000 0% 0% 0.085 23000G F0% 0% F G

09-1415; 09-1427 Enterprise Dr

99%

From:

To:

Bedford County 3.05 0%221

09-1415 Enterprise Dr; 09-1427 Vista Centre Dr

0.626

Forest Rd 25000 0% 0% 0.09 27000G F0% 0% C G

WCL Lynchburg

99%

From:

To:

Bedford County 2.04 0%221 0.58

Lakeside Dr 26000 0% 0% 0.091 28000G F0% 1% C G

Lynchburg Expressway

99%

From:

To:

City of Lynchburg 0.53 0%221

US 501 Lynchburg Expressway

0.56

Lakeside Dr 15000 0% 0% 0.09 16000G F0% 1% F G

Forest Brook Rd

99%

From:To:

City of Lynchburg 0.94 0%221 0.619

Lakeside Dr 13000 0% 0% 0.087 14000G F0% 1% F G

Old Forest Rd

99%

From:To:

City of Lynchburg 1.52 0%221 0.587

Lakeside Dr 16000 0% 0% 0.087 17000G F0% 1% F G

Oakley Ave

99%

From:

To:

City of Lynchburg 0.15 0%221

Lakeside Dr

0.584

Oakley Ave 8900 0% 0% 0.086 9400G F0% 1% F G

Bus US 29 Memorial Ave

99%

From:

To:

City of Lynchburg 0.57 0%221

Memorial Ave

0.567

Oakley Ave 7700 0% 0% 0.087 8200G F0% 1% F G

Bus US 460 Fort Ave

99%

Bus From:

To:

City of Lynchburg 0.24 0%221

Bus US 460 Oakley Ave

0.508

Fort Ave 8700 1% 1% 0.091 9200G F0% 1% C G

118-6029 Fort Ave

97%

Bus From:

To:

City of Lynchburg460 0.42 0%221 0.510

12th St 6400 1% 1% 0.089 6800G F0% 1% F G

Bus US 501 Campbell Ave

97%To:

City of Lynchburg460 0.25 0%221 0.504

4926/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

12th St

BusBus

8400 1% 2% 0.09 9000G F0% 1% F G

Bus US 501 Campbell Ave

Kemper St

95%

BusBus From:

To:

From:

City of Lynchburg460 501 0.18 0%221

12th Street

0.564

Kemper St 6600 0% 0% 0.081 7200G F0% 1% F G

US 29 Lynchburg Expressway

99%To:

City of Lynchburg460 501 0.41 0%221 0.552

Franklin Rd 5900 0% 1% 0.112 6300G F0% 0% F G

US 221 Elm Ave

US 221, SR 116 Jefferson St

99%

To:

From:

City of RoanokeP

0%221

12000 0% 1% 0.097 13000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.659

0.618

Weems Rd 1600 0% 1% 0.094 1600F F1% 1% C F

Dead End

SR 200 Irvington Rd

96%To:

From:

Lancaster County 4.17 0%222 0.531

Cricket Hill Rd 1900 0% 1% 0.083 1800G F0% 0% C G

SR 198 Hudgins

57-633 Old Ferry Rd; Gwynn Island

98%To:

From:

Mathews County 2.07 0%223 0.567

Wadlow Gap Rd 8000 0% 1% 0.1 8500G F0% 2% F G

Tennessee State Line

84-907 Cliffview Rd

97%

From:

To:

From:

Scott County 1.65 0%224 0.561

Wadlow Gap Rd 8000 0% 1% 0.102 8500G F0% 2% C G

US 58

97%To:

Scott County 1.67 0%224 0.57

Independence Blvd 70000 0% 1% 0.081 NAN F0% 0% N

South Blvd

I-264

99%

From:To:

From:

City of Virginia Beach 0.07 0%225 0.524

Independence Blvd 70000 0% 1% 0.081 NAG F0% 0% F

US 58 Virginia Beach Blvd

99%

From:To:

City of Virginia Beach 0.73 0%225 0.524

Independence Blvd 43000 0% 1% 0.107 46000A A0% 0% C A

Pembroke Blvd

99%

From:To:

City of Virginia Beach 1.35 0%225 0.523

Independence Blvd 38000 0% 1% 0.088 41000G F0% 0% F G

Haygood Rd

99%

From:To:

City of Virginia Beach 0.91 0%225 0.508

Independence Blvd 33000 0% 1% 0.09 37000G F0% 0% F G

US 13 Northampton Blvd

99%

From:To:

City of Virginia Beach 1.81 0%225 0.509

Independence Blvd 18000 0% 1% 0.094 20000G F0% 0% F G

US 60 Shore Dr

99%To:

City of Virginia Beach 0.53 0%225 0.675

Ramp 5400 0.093 5800G F G

SR 225; 134-11; 134-8736; 134-87

I-264-E FROM HOLLAND RDTo:

From:

City of Virginia Beach (Maint: 75)

North

225

Ramp 15000 0.092 16000G F G

SR 225 TO AND FROM RT

I-264-W FROM HOLLAND ROADTo:

From:

City of Virginia Beach (Maint: 75) 0.19

North

225

4936/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 6800 0.09 7200G F G

SR 225 TO RT 264

I-264-E FROM RT 225To:

From:

City of Virginia Beach (Maint: 75) 0.17

South

225

Ramp 13000 0.08 13000G F G

SR 225 TO RT 264

I-264-W FROM RT 225To:

From:

City of Virginia Beach (Maint: 75) 0.24

South

225

Cox Rd 2900 1% 1% 0.101 3100F F9% 2% C F

US 460 Airport St

26-706 Old Cox Rd

88%

From:To:

From:

Dinwiddie County 0.53 0%226 0.533

Cox Rd 8200 0% 1% 0.091 8700G F2% 0% C G

US 1 Boydton Plank Rd

97%To:

Dinwiddie County 2.85 0%226 0.647

Urbanna Rd 2700 0% 1% 0.092 2600G F2% 1% C G

SR 33 Cooks Corner

ECL Urbanna

96%

From:

To:

From:

Middlesex County 2.35 0%227 0.529

2700 0% 1% 0.092 2600N F2% 1% N N

WCL Urbanna

96%To:

Town of Urbanna (Maint: 59) 0.63 0%227 0.529

Elden St 28000 1% 1% 0.089 NAG F0% 0% F

SCL Herndon, 29-657 Centreville Rd

Herndon Pkwy

98%

From:

To:

From:

Town of Herndon 0.23 0%228 0.528

Elden St 15000 0% 1% 0.093 16000F F0% 0% F F

Alabama Dr

98%

From:

To:

Town of Herndon 0%228 0.524

Elden St 14000 0% 1% 0.095 14000F F0% 0% F F

Sterling Rd

98%

From:

To:

Town of Herndon 0%228 0.519

Elden St 13000 0% 1% 0.084 13000F F0% 0% C F

Center St

98%

From:To:

Town of Herndon 0%228 0.523

Elden St 14000 0% 1% 0.084 14000F F0% 0% F F

Spring St

98%

From:To:

Town of Herndon 0%228 0.526

Elden St 13000 0% 1% 0.089 14000F F0% 0% F F

235-6656 Monroe St

98%

From:

To:

Town of Herndon 0%228

235-6656 Elden St

0.505

Monroe St 4600 0% 1% 0.098 4800F F0% 0% F F

Pine St

98%

From:To:

Town of Herndon 0%228 0.520

Monroe St 4000 0% 1% 0.106 4300F F0% 0% C F

Park Ave

98%

From:

To:

Town of Herndon 0%228

Monroe St

0.563

Park Ave 4600 0% 1% 0.101 4800F F0% 0% F F

Grant St

98%

From:

To:

Town of Herndon 0%228 0.547

Park Ave 4500 0% 2% 0.102 4800F F0% 0% F F

Dranesville Rd

98%To:

Town of Herndon 0%228 0.608

4946/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Dranesville Rd 5200 0% 2% 0.101 5500N F0% 0% N N

Park Ave

Worchester St

98%

From:To:

From:

Town of Herndon 0%228 0.599

Dranesville Rd 5200 0% 2% 0.101 5500F F0% 0% C F

Herndon Pkwy

98%

From:To:

Town of Herndon 0%228 0.599

Dranesville Rd 11000 0% 1% 0.099 12000F F0% 0% F F

NCL Herndon

99%

From:To:

Town of Herndon 0.23 0%228 0.531

Dranesville Rd 13000 0% 1% 0.094 14000G F0% 0% C G

SR 7 Leesburg Pike

99%To:

Fairfax County 2.01 0%228 0.521

Main St

BusBus

15000 0% 0% 0.08 16000F F0% 0% C F

Begin SR 229

US 15 Bus

100%

From:

To:

From:

Town of Culpeper15 29 0.06 0%229 0.537

Main St 6600 0% 1% 0.081 7000F F0% 0% F F

NCL Culpeper

98%

From:

To:

Town of Culpeper 0%229 0.523

Rixeyville Rd 9200 0% 1% 0.09 9800F F1% 3% F F

23-685 Chestnut Fork Rd; Catalpa

95%

From:

To:

Culpeper County 1.21 0%229 0.518

Rixeyville Rd 6900 0% 1% 0.092 6800F F1% 1% C F

23-640 Monumental Mills Rd; Rixeyville

97%

From:

To:

Culpeper County 4.92 0%229 0.58

Rixeyville Rd 7100 0% 1% 0.101 7000F F3% 4% C F

23-621 Jefferson Rd

91%

From:

To:

Culpeper County 5.45 0%229

23-621 Jeffersonton Rd

0.697

Rixeyville Rd 7100 0% 1% 0.096 7000F F0% 1% C F

US 211 Lee Highway

98%To:

Culpeper County 2.15 0%229 0.749

Madison Rd 3500 1% 1% 0.089 3600G F1% 1% F G

Bus US 33 Main St

NCL Stanardsville

96%

From:To:

From:

Town of Stanardsville (Maint: 39) 0.50 0%230 0.707

Madison Rd 3500 1% 1% 0.089 3600N F1% 1% N N

Madison County Line

96%

From:

To:

Greene County 2.91 0%230

Greene County Line

0.707

Wolftown-Hood Rd 2400 1% 1% 0.086 2500G F1% 1% C G

US 29 S Seminole Trail

96%

From:To:

Madison County 7.46 0%230 0.616

S Seminole Trail 17000 1% 1% 0.078 15000G F1% 5% F G

US 29, SR 231 S Seminole Trail

93%

From:

To:

Madison County29 0.52 0%230

US 29, SR 231, S Seminole Trail

0.503

Orange Rd 3100 0% 1% 0.094 3100G F1% 1% C G

SR 231, S Blue Ridge Tpke

96%

From:

To:

Madison County231 0.64 0%230 0.629

Orange Rd 2900 0% 1% 0.088 2900G F1% 2% C G

56-607 Elly Rd

96%

From:

To:

Madison County 2.53 0%230 0.504

Orange Rd 2600 0% 1% 0.091 2600G F1% 2% F G

56-705 Twymans Mill Rd

96%To:

Madison County 2.86 0%230 0.557

4956/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Orange Rd 5100 0% 1% 0.094 5100G F1% 2% F G

56-705 Twymans Mill Rd

US 15 James Madison Hwy

96%To:

From:

Madison County 3.16 0%230 0.589

Gordonsville Rd 5000 1% 1% 0.098 4900G F0% 2% C G

SR 22 Louisa Rd

Louisa County Line

96%

From:

To:

From:

Albemarle County 8.11 0%231

Albemarle County Line

0.678

Gordon Ave 5000 1% 1% 0.098 4900G F0% 2% C G

Orange County Line

96%

From:

To:

Louisa County 0.27 0%231

Louisa County Line

0.678

Gordon Ave 5000 1% 1% 0.089 5100G F0% 2% F G

SCL Gordonsville

96%

From:To:

Orange County 0.58 0%231 0.631

Gordon Ave 5000 1% 1% 0.089 5100N F0% 2% N N

US 15, US 33 Gordonsville Circle

96%

From:

To:

Town of Gordonsville (Maint: 68) 0.58 0%231

US 15 Gordonsville Circle

0.631

Spotswood Trail 6100 1% 1% 0.098 6100G F1% 3% C G

Blue Ridge Turnpike

94%

From:

To:

Town of Gordonsville (Maint: 68)33 0.15 0%231

US 33 Spottswood Trail

0.566

Blue Ridge Tpke 890 0% 1% 0.087 900G F0% 1% C G

NCL Gordonsville

98%

From:

To:

Town of Gordonsville (Maint: 68) 0.02 0%231 0.604

Blue Ridge Tpke 890 0% 1% 0.087 900N F0% 1% N N

SR 20 Constitution Hwy

98%

From:

To:

Orange County 6.09 0%231 0.604

Blue Ridge Tpke 1100 0% 1% 0.104 1100G F1% 1% C G

Madison County Line

98%

From:

To:

Orange County 0.58 0%231

Orange County Line

0.559

S Blue Ridge Tpke 1100 0% 1% 0.104 1100G F1% 1% C G

SR 230 Orange Rd; 56-686 Fairgrounds Rd

98%

From:To:

Madison County 9.36 0%231 0.548

Orange Rd 3100 0% 1% 0.094 3100G F1% 1% C G

US 29 S Seminole Trail

96%

From:

To:

Madison County230 0.64 0%231

SR 230 Orange Rd

0.629

S Seminole Trail 17000 1% 1% 0.079 16000G F1% 5% F G

Bus US 29 Main St

93%

Bus From:

To:

Madison County29 1.34 0%231

US 29 S Seminole Trail

0.520

Main St 3300 0% 1% 0.093 3300G F1% 1% C G

SCL Madison

98%

Bus From:To:

29 0.33 0%231 0.516

Main St 3300 0% 1% 0.093 3300N F1% 1% N N

N Blue Ridge Turnpike

98%

From:

To:

Town of Madison (Maint: 56)29 0.91 0%231

Bus US 29 Main St

0.516

N Blue Ridge Tpke 3200 0% 1% 0.085 3200N F1% 1% N N

NCL Madison

98%

From:

To:

Town of Madison (Maint: 56) 0.04 0%231 0.520

N Blue Ridge Tpke 3200 0% 1% 0.085 3200G F1% 1% F G

56-670 Old Blue Ridge Tpke

98%To:

Madison County 5.44 0%231 0.520

4966/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

South F T Valley Rd 1300 0% 1% 0.092 1300G F1% 2% C G

56-670 Old Blue Ridge Tpke

Rappahannock County Line

95%

From:

To:

From:

Madison County 7.19 0%231

Madison County Line

0.526

F T Valley Rd 1300 0% 1% 0.095 1300G F3% 3% C G

US 522 Sperryville Pike

93%To:

Rappahannock County 8.19 0%231 0.568

Ramp I-81 N Exit 105 to SR-232 1700 0.132 1600G F G

I-81 North

Ramp from I-81 SouthFrom:

To:

From:

Montgomery County 0.52232

I-81

W Main St 6000 0% 1% 0.093 5900F F0% 1% F F

SCL Radford

98%

From:To:

Montgomery County 0.06 0%232 0.543

W Main St 4700 0% 1% 0.092 5100G F0% 1% C G

Bolling Street

98%

From:

To:

City of Radford 2.71 0%232 0.514

First St 6900 0% 1% 0.095 7500G F0% 1% F G

Wadsworth St

98%

From:

To:

City of Radford 0.63 0%232 0.504

First St 7900 0% 1% 0.09 8600G F0% 1% F G

Arlington St

98%

From:

To:

City of Radford 0.31 0%232 0.513

First St 11000 0% 1% 0.089 12000G F0% 1% F G

US 11 Norwood St

98%To:

City of Radford 0.20 0%232 0.55

Ramp to I-81 S at Exit 105 1600 0.127 1600G F G

SR 232 W Main St

I-81 SouthTo:

From:

Montgomery County 0.19232

Ramp to I-81 N at Exit 105 NA NA NA

I-81 North

SR 232 Ramp I-81 N Exit 105 to SR 232To:

From:

Montgomery CountyP

232

26000 0% 2% 0.070 NAG F0% 0% C

US 1 Richmond Hwy

Reagan National Airport

97%To:

From:

Arlington County 0.33 0%233 0.618

Dumfries Rd 35000 1% 1% 0.076 38000G F2% 3% F G

US 1 Jefferson Davis Hwy, Dumfries

I-95

92%

From:To:

From:

Prince William County 0.55 0%234 0.557

Dumfries Rd 44000 1% 1% 0.083 47000G F2% 3% F G

76-1450 Country Club Dr

92%

From:

To:

Prince William County 1.93 0%234 0.606

Dumfries Rd 35000 1% 1% 0.077 37000G F2% 3% F G

76-643 Spriggs Rd

92%

From:

To:

Prince William County 0%234 0.576

Dumfries Rd 24000 1% 1% 0.077 26000G F2% 3% F G

76-640 Minnieville Rd

92%

From:

To:

Prince William County 0%234 0.528

Dumfries Rd 24000 1% 1% 0.092 25000A A2% 3% C A

OSR 234 Independent Hill Rd

92%To:

Prince William County 2.09 0%234 0.55

4976/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Dumfries Rd 29000 1% 1% 0.08 31000G F2% 3% F G

OSR 234 Independent Hill Rd

76-3234 Canova Dr

92%

From:To:

From:

Prince William County 2.35 0%234 0.558

Dumfries Rd 38000 1% 1% 0.077 41000G F2% 3% F G

76-727 Olympic Dr

92%

From:To:

Prince William County 1.59 0%234 0.589

Dumfries Rd 36000 1% 1% 0.075 39000G F2% 3% F G

Bus SR 234 Dumfries Rd

92%

From:To:

Prince William County 1.83 0%234 0.611

Prince William Pkwy 39000 1% 1% 0.077 42000G F2% 3% F G

SR 28 Nokesville Rd

92%

From:To:

Prince William County 3.52 0%234 0.561

Prince William Pkwy 32000 1% 2% 0.070 34000G F3% 3% F G

76-674 Wellington Rd

92%

From:

To:

Prince William County 2.11 0%234 0.527

Prince William Pkwy 34000 1% 2% 0.087 NAG F3% 3% C

76-621 Balls Ford Rd

92%

From:

To:

Prince William County 2.00 0%234 0.512

Prince William Pkwy 39000 1% 2% 0.075 41000G F3% 3% F G

I-66

92%

From:

To:

Prince William County 0.44 0%234 0.527

Ramp

I-66-E FROM RT 234 NORTHFrom:

To:

Prince William County234 See VA 234 for directional traffic volume estimates for this segment.234

SR 234

SR 234; BUS SR 234From:

To:

Prince William County66 2.08 See I-66 for directional traffic volume estimates for this segment.234

<< Invalid Overlap >>

115000 1% 1% 0.070 110000G F1% 7% F G90% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.64

Ramp

<< Invalid Overlap >>From:

To:

Prince William County66 0.20 See I-66 for directional traffic volume estimates for this segment.234

FR 335 Vandor Lane

Sudley Rd 10000 0% 1% 0.08 11000G F5% 1% C G

US 29 Lee Highway

92%

From:To:

Prince William County 1.10 0%234 0.547

Sudley Rd 10000 1% 1% 0.081 9800G F9% 2% C G

76-659 Gum Spring Rd

87%

From:To:

Prince William County 2.27 0%234 0.548

Sudley Rd 8200 1% 1% 0.095 8700G F9% 2% F G

US 15 James Madison Hwy

87%To:

Prince William County 5.32 0%234 0.783

Ramp 11000 0.088 11000G F G

SR 234-S000A FROM RT 234

I-95 NorthTo:

From:

Prince William County 0.27234

Ramp 9700 0.094 9700G F G

SR 234-N000B FROM RT 234

I-95 SouthTo:

From:

Prince William County 0.24234

Ramp 19000 0.103 19000G F G

C1SR 234-N006A SR 234-S026A TO RT 6

I-66-E FROM RT 234To:

From:

Prince William County 0.13234

4986/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 6500 0.084 6500G F G

SR 234 Sudley Rd

I-66 WestTo:

From:

Prince William County 0.25234

Ramp 10000 0.105 10000G F G

SR 234 Prince William Pkwy

I-66 EastTo:

From:

Prince William County

North

234

Ramp 9900 0.112 10000G F G

SR 234 North

I-66 WestTo:

From:

Prince William County 0.61

North

234

Dumfries Rd 6500 1% 1% 0.087 6900G F0% 0% C G

SR 234; 76-649

SCL Manassas

97%

Bus From:To:

From:

Prince William County 0.90 0%

Bus

234 0.591

Dumfries Rd 7900 1% 1% 0.085 8400G F0% 0% F G

155-6 Hastings Dr

97%

Bus From:

To:

City of Manassas 0.46 0%234 0.602

Dumfries Rd 11000 1% 1% 0.091 11000G F0% 0% F G

155-4352 Wellington Rd

97%

Bus From:

To:

City of Manassas 0.55 0%234 0.59

Grant Ave 12000 1% 1% 0.083 13000G F1% 1% F G

Prince William St

97%

Bus From:

To:

City of Manassas 0.63 0%234 0.63

Grant Ave 15000 1% 1% 0.080 16000G F1% 1% F G

SR 28 Church St

97%

Bus From:

To:

City of Manassas 0.12 0%234 0.628

Grant Ave 7000 1% 1% 0.087 7500G F1% 1% F G

Beauregard Ave

97%

Bus From:To:

City of Manassas 0.44 0%234 0.555

Grant Ave 6200 1% 1% 0.093 6600G F1% 1% F G

Sudley Rd

97%

Bus From:

To:

City of Manassas 0.32 0%234

Grant Ave

0.542

Sudley Rd 21000 1% 1% 0.08 22000G F1% 1% C G

NCL Manassas

97%

Bus From:To:

City of Manassas 1.18 0%234 0.531

Sudley Rd 28000 1% 1% 0.080 30000G F1% 1% F G

76-1566 Sudley Manor Dr

97%

Bus From:To:

Prince William County 1.60 0%234 0.524

Sudley Rd 38000 1% 1% 0.077 40000G F1% 1% F G

76-1500 Rosemary Dr

97%

Bus From:

To:

Prince William County 0.30 0%234

Functional Class Change

0.539

Sudley Rd 37000 1% 1% 0.076 39000G F1% 1% F G

I-66, SR 234

97%To:

Prince William County 0.45 0%234 0.537

Rosita Ct 80 4% 2% 0.153 80G F3% 0% C G

Dead End

Bristow Rd

91%To:

From:

Prince William County 0%234 0.526

4996/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Bristow Rd 6100 1% 1% 0.093 6500G F0% 0% F G

Rosita Ct

76-646 Aden Rd

97%

From:To:

From:

Prince William County 0%234 0.631

Bristow Rd 6500 1% 1% 0.101 6900G F0% 0% C G

76-619; Independent Hill Rd

97%

From:

To:

Prince William County 0%234

76-619 Bristow Rd

0.638

Independent Hill Rd 4400 1% 1% 0.108 4600G F0% 0% F G

SR 234 Dumfries

97%To:

Prince William County 0%234 0.615

Mount Vernon Memorial Hwy 10000 2% 1% 0.101 11000G F0% 0% C G

US 1 Richmond Hwy, Woodlawn

29-623 Old Mt Vernon Rd South

97%

From:To:

From:

Fairfax County 2.46 0%235 0.585

Mount Vernon Memorial Hwy 7800 2% 1% 0.101 8400G F0% 0% F G

George Washington Memorial Parkway

97%

From:

To:

Fairfax County 0.57 0%235 0.502

Mount Vernon Hwy 2400 2% 1% 0.126 2500G F0% 0% F G

29-623 Old Mount Vernon Rd North

97%

From:

To:

Fairfax County 1.54 0%235 0.656

Mount Vernon Hwy 7600 2% 1% 0.097 8100G F0% 0% F G

US 1 Richmond Highway, Gum Springs

97%To:

Fairfax County 0.48 0%235 0.563

Main St 28000 0% 0% 0.073 30000G F0% 0% F G

US 29 Lee Highway; US 50 Lee Jackson Hwy

West St

99%

From:

To:

From:

City of Fairfax 0.94 0%236 0.622

Main St 7700 0% 0% 0.08 8100F F0% 0% F F

North St E

99%

From:

To:

City of Fairfax 0%236

Old Lee Hwy

23000 1% 0% 0.076 24000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.583

0.574

Main St 29000 0% 0% 0.078 NAG F0% 0% C

Whitacre Rd

99%

From:To:

City of Fairfax 1.31 0%236 0.51

Little River Tpke 30000 0% 0% 0.083 32000G F0% 0% F G

ECL Fairfax

99%

From:To:

City of Fairfax 0.57 0%236 0.521

Little River Tpke 30000 0% 0% 0.085 32000G F0% 0% F G

SR 376 Lake Dr, NVCC Annandale Campus

99%

From:To:

Fairfax County 1.94 0%236 0.523

Little River Tpke 37000 0% 0% 0.079 39000G F0% 0% F G

I-495

99%

From:To:

Fairfax County 0.89 0%236 0.537

Little River Tpke 42000 1% 0% 0.08 45000G F0% 0% F G

29-730 Carrico Dr

99%

From:

To:

Fairfax County 1.78 0%236 0.616

Little River Tpke 23000 1% 0% 0.079 25000G F0% 0% F G

29-620 Braddock Rd

99%

From:

To:

Fairfax County 1.40 0%236 0.554

Little River Tpke 26000 1% 0% 0.105 27000A A0% 0% C A

WCL Alexandria

99%

From:

To:

Fairfax County 1.26 0%236

Fairfax County Line

0.559

Duke St 26000 1% 0% 0.105 27000N A0% 0% N N

WCL Alexandria

99%To:

City of Alexandria (Maint: 29) 0.06 0%236 0.559

5006/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Duke St 43000 1% 0% 0.071 46000G F0% 0% F G

WCL Alexandria

I-395

99%

From:To:

From:

City of Alexandria (Maint: 29) 0.34 0%236 0.502

Duke St 38000 1% 1% 0.074 42000G F0% 0% F G

SR 401 Van Dorn St

98%

From:To:

City of Alexandria 0%236 0.551

Duke St 24000 1% 1% 0.076 26000G F0% 0% F G

N Pickett St

98%

From:To:

City of Alexandria 0%236 0.533

Duke St 23000 1% 1% 0.084 25000G F0% 0% F G

SR 241 Telegraph Rd

98%

From:To:

City of Alexandria 2.66 0%236 0.606

Duke St 16000 1% 1% 0.08 17000G F0% 0% C G

US 1 SB Henry St

98%

From:

To:

City of Alexandria 1.26 0%236 0.541

Duke St 6400 1% 1% 0.078 6800G F0% 0% F G

SR 400 Washington St

98%To:

City of Alexandria 0.24 0%236 0.636

Ramp from Ramps from SR 236 EB and WB to I-395 NB 6200 0.077 6200G F G

SR 236-E010B; SR 236-W010B

I-395 NorthTo:

From:

City of Alexandria (Maint: 29) 0.14236

Ramp 6200 0.079 6200G F G

SR 236 TO RT 495 SOUTH

I-495-S053X FROM RT 236 EAST00- DUKE STRTo:

From:

Fairfax County 0.19

East

236

Ramp 3800 0.115 3800G F G

SR 236 TO RT 495 NORTH

I-495 From RT 236To:

From:

Fairfax County 0.11

East

236

Ramp From SR 236 EB to I-395 NB and SB 14000 1% 0% NA 15000G 0% 0% F G

SR 236 Duke St

SR 236 E010B

99%

East From:To:

From:

City of Alexandria (Maint: 29) 0.05 0%

East

236

Ramp From SR 236 to I-395 SB 5000 1% 0% 0.073 5400G F0% 0% F G

I-395-S

99%To:

City of Alexandria (Maint: 29) 0.23 0%236

Ramp NA NA NA

SR 236-E010A TO RT 395 NORTH & SOUTH

SR 236-E010A TO RT 395 NORTH & SOUTHTo:

From:

City of Alexandria (Maint: 29) 0.28

East

236

Ramp 4500 0.093 4500G F G

SR 236 TO RT 495 SOUTH

I-495-S From RT 236 WestTo:

From:

Fairfax County 0.14

West

236

Ramp 6900 0.08 6900G F G

SR 236 TO RT 495 NORTH

I-495-N From RT 236 WestTo:

From:

Fairfax County 0.20

West

236

Ramp 5500 0.071 5500G F G

SR 236 TO RT 395 SOUTH

SR 236 TO RT 395 SOUTHTo:

From:

City of Alexandria (Maint: 29) 0.13

West

236

5016/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 8000 0.068 8000G F G

SR 236 JB-29-100 MAINT BREAK RT 395

SR 236 JB-29-100 MAINT BREAK RT 395To:

From:

City of Alexandria (Maint: 29) 0.14

West

236

North St 15000 1% 0% 0.090 16000G F0% 0% C G

SR 236 W, Main St

SR 236 E, Main St

98%

To:

From:

City of FairfaxP

0.30 0%236

23000 1% 0% 0.076 24000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.581

0.574

Pickett Rd 18000 0% 1% 0.088 19000F F1% 3% F F

SR 236 Main St

Colonial Ave

95%

From:To:

From:

City of Fairfax 0.49 0%237 0.539

Pickett Rd 17000 0% 1% 0.089 18000F F1% 3% C F

US 50 Arlington Blvd

95%

From:

To:

City of Fairfax 1.17 0%237 0.523

Arlington Blvd 33000 1% 1% 0.080 36000G F0% 0% F G

US 29 Lee Highway

98%

From:

To:

City of Fairfax50 0.28 0%237 0.543

Lee Highway 25000 0% 1% 0.087 NAN F1% 0% N

ECL Fairfax

97%

From:

To:

City of Fairfax29 0.13 0%237

x

0.529

Lee Highway 17000 0% 1% 0.087 19000G F1% 0% F G

x

97%

From:

To:

Fairfax County29 0.80 0%237 0.718

Lee Highway 23000 0% 1% 0.082 26000G F1% 0% F G

x

97%

From:

To:

Fairfax County29 1.90 0%237

ECL Fairfax

0.591

Lee Highway 25000 0% 1% 0.087 NAG F1% 0% F

29-1717 Marshall St, WCL Falls Church

97%

From:

To:

Fairfax County29 1.93 0%237

x

0.529

Lee Highway 18000 0% 1% 0.103 20000G F1% 0% F G

x

97%

From:

To:

Fairfax County29 0.42 0%237

29-1717 Marshall St, WCL Falls Church

0.530

Washington St 17000 0% 1% 0.101 19000F F1% 0% F F

29-1712 Cavalier Trail

97%

From:To:

City of Falls Church29 0.29 0%237 0.591

Washington St 14000 0% 1% 0.098 15000G F1% 0% F G

SR 338 Hillwood Ave

97%

From:To:

City of Falls Church29 0.24 0%237 0.550

Washington St 8300 0% 1% 0.100 9200G F1% 0% F G

SR 7 Broad St

97%

From:To:

City of Falls Church29 0.28 0%237 0.558

Washington St 17000 0% 1% 0.090 19000F F1% 0% F F

110-6767 Great Falls St

97%

From:

To:

City of Falls Church29 0.18 0%237 0.664

Washington St 16000 0% 1% 0.087 18000G F1% 0% F G

Arlington County Line

97%

From:

To:

City of Falls Church29 0.32 0%237

ECL Falls Church

0.558

Lee Highway 17000 0% 1% 0.085 19000G F1% 0% F G

US 29 Lee Hwy

97%To:

Arlington County29 0.11 0%237 0.539

5026/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Washington Blvd 9000 1% 1% 0.094 9600G F0% 0% C G

US 29 Lee Hwy

SR 237 P, Washington Blvd

98%

From:

To:

From:

Arlington County 0.23 0%237

1SR 237-P

19000 1% 1% 0.084 20000G F0% 0% C G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.524

Washington Blvd 9300 1% 1% 0.102 9900G F1% 0% C G

SR 120 Glebe Rd

97%

From:To:

Arlington County 2.31 0%237 0.512

Glebe Rd 22000 2% 1% 0.09 NAG F1% 0% F

SR 120 Glebe Rd, Ballston

97%

From:To:

Arlington County120 0.25 0%237 0.633

Fairfax Dr 15000 1% 0% 0.078 16000G F0% 0% F G

10th St

99%

From:

To:

Arlington County 0.91 0%237

Fairfax Dr

0.58

10th St 10000 1% 0% 0.088 11000G F0% 0% C G

US 50 Arlington Blvd

99%To:

Arlington County 0%237 0.525

Lee Highway 17000 1% 2% 0.137 18000N A2% 3% N N

SR 237

US 29 Lee Hwy

92%

From:

To:

From:

Arlington CountyP

29 0.07 0%237 0.501

Washington Blvd 10000 1% 1% 0.082 11000G F0% 0% C G

SR 237 Washington Blvd

98%

To:

Arlington CountyP

0.17 0%237

19000 1% 1% 0.084 20000G F0% 0% C G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.524

Yorktown Rd 3800 1% 2% 0.091 4100G F1% 3% C G

US 60 Warwick Blvd

I-64

93%

From:

To:

From:

City of Newport News 0.94 0%238 0.669

Yorktown Rd 8900 0% 1% 0.097 9900G F1% 1% F G

SR 143 Jefferson Ave

98%

From:To:

City of Newport News 0.18 0%238 0.584

Yorktown Rd 8700 0% 1% 0.099 9600G F1% 1% F G

York County Line

98%

From:

To:

City of Newport News 1.06 0%238

ECL Newport News

0.591

Old Williamsburg Rd 8200 0% 1% 0.123 9000A A1% 1% C A

99-660 Baptist Rd

98%

From:To:

York County 1.35 0%238 0.62

Old Williamsburg Rd 7500 0% 1% 0.091 8000G F1% 1% F G

99-1020; Goosley Rd

98%

From:

To:

York County 0.91 0%238

99-1020 Old Williamsburg Rd

0.69

Goosley Rd 5200 0% 1% 0.108 5500G F1% 1% F G

US 17 George Washington Mem Hwy

98%

From:

To:

York County 1.18 0%238 0.757

Goosley Rd 1400 0% 1% 0.13 1400G F0% 0% C G

SR 704 Cook Rd

98%

From:

To:

York County 0.51 0%238

SR 704; Goosley Rd

0.936

Cook Rd 6100 0% 1% 0.113 6500G F1% 1% F G

99-1020 Moore House Rd

98%

From:

To:

York County 0.27 0%238

99-1020; Cook Rd

0.598

Moore House Rd 2800 0% 1% 0.13 2800G F1% 1% C G

99-676; Ballard St

98%To:

York County 0.73 0%238 0.936

5036/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ballard St 2100 0% 1% 0.152 2200G F0% 0% C G

99-676 Moore House Rd

Main Gate Naval Mine Depot

98%To:

From:

York County 0.62 0%238 0.946

Ramp 2700 0.111 2900G F G

SR 238 Yorktown Rd

I-64 EastTo:

From:

City of Newport News (Maint: 99) 0.20238

Victory Blvd 6800 1% 1% 0.094 7200G F1% 2% F G

SR 337 Portsmouth Blvd

US 58 Airline Blvd

95%

From:To:

From:

City of Portsmouth 0.22 0%239 0.577

Victory Blvd 16000 1% 1% 0.083 17000G F1% 2% F G

I-264

95%

From:To:

City of Portsmouth 0.33 0%239 0.508

Victory Blvd 20000 1% 1% 0.082 22000G F1% 2% C G

Greenwood Dr

95%

From:

To:

City of Portsmouth 0.59 0%239 0.506

Victory Blvd 16000 1% 1% 0.082 17000G F1% 2% F G

Deep Creek Blvd

95%

From:

To:

City of Portsmouth 1.08 0%239 0.537

Victory Blvd 16000 0% 1% 0.081 17000G F1% 4% F G

US 17 George Washington Hwy

93%

From:

To:

City of Portsmouth 0.44 0%239 0.576

Victory Blvd 9000 0% 1% 0.102 9600G F1% 4% C G

Frailey Pl

93%

From:

To:

City of Portsmouth 0.42 0%239 0.772

Victory Blvd 6200 0% 1% 0.113 6600G F1% 4% F G

Afton Pkwy

93%

From:

To:

City of Portsmouth 0.83 0%239 0.708

Victory Blvd 6800 0% 1% 0.114 7200G F1% 4% F G

SR 337 Elm Ave

93%To:

City of Portsmouth 0.55 0%239 0.715

Ramp NA NA NA

SR 239 I-264-W003A TO AND FROM RT

BELMONT AVENUEFrom:

To:

From:

City of Portsmouth (Maint: 64) 0.11239

Belmont Ave

Ramp 4900 0.088 5200G F G

I-264 WestTo:

City of Portsmouth (Maint: 64) 0.11239

Ramp 7400 0.074 7900G F G

Cavalier Blvd

I-264 EastTo:

From:

City of Portsmouth (Maint: 64) 0.13239

Crozet Ave 6600 1% 1% 0.097 7000G F1% 0% C G

US 250 Rockfish Gap Trnpk

02-810; Three Notchd Rd

97%

From:

To:

From:

Albemarle County 1.43 0%240

02-810 Crozet Ave

0.556

Three Notchd Rd 5000 1% 1% 0.097 5300G F1% 1% F G

02-802 Old Three Notchd Rd

97%

From:

To:

Albemarle County 2.40 0%240 0.556

Three Notchd Rd 5800 1% 1% 0.104 5700G F1% 1% C G

US 250 Ivy Rd

97%To:

Albemarle County 0.68 0%240 0.684

5046/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Kings Hwy North 17000 2% 1% 0.084 19000G F0% 0% F G

US 1

29-611 Telegraph Rd

97%

From:To:

From:

Fairfax County 1.14 0%241 0.685

Telegraph Rd 46000 2% 1% 0.095 49000G F0% 0% F G

SCL Alexandria

97%

From:

To:

Fairfax County 0.14 0%241

Fairfax County Line

0.626

Telegraph Rd 46000 2% 1% 0.095 49000N F0% 0% N N

Maintenance Break

97%

From:To:

City of Alexandria (Maint: 29) 0.39 0%241 0.626

Telegraph Rd 49000 2% 1% 0.090 53000G F0% 0% F G

SR 236 WB

97%To:

City of Alexandria 0%241 0.697

Ramp 4800 0.125 4800G F G

SR 241 TO RT 95

I-95-N FROM RT 241 TELEGRAPH RDTo:

From:

Fairfax County

North

241

Ramp 3100 0.094 3100G F G

SR 241 Telegraph Rd

I-95 SouthTo:

From:

Fairfax County

North

241

Ramp 4400 0.112 4400G F G

SR 241 TO RT 95

I-95-N FROM RT 241 TELEGRAPH RDTo:

From:

Fairfax County

South

241

Ramp 6300 0.139 6300G F G

SR 241 Telegraph Rd

I-95 SouthTo:

From:

Fairfax County

South

241

Gunston Rd 2900 2% 1% 0.092 3100G F1% 0% C G

US 1 Richmond Hwy

29-611 Old Colchester Rd

96%

From:To:

From:

Fairfax County 0.71 0%242 0.542

Gunston Rd 2000 1% 1% 0.086 2100G F1% 0% C G

29-600 Gunston Rd

97%To:

Fairfax County 2.87 0%242 0.589

Nutley St 29000 1% 1% 0.091 31000G F0% 0% F G

US 29 Lee Highway

I-66

98%

From:To:

From:

Fairfax County 0.40 0%243 0.526

Nutley St 21000 1% 1% 0.091 22000G F0% 0% C G

ECL Vienna

98%

From:To:

Fairfax County 0.42 0%243 0.526

Nutley St 21000 1% 1% 0.091 22000N F0% 0% N N

Tapawingo Rd

98%

From:

To:

Town of Vienna 0.25 0%243 0.526

Nutley St 18000 1% 1% 0.086 19000G F0% 0% F G

153-6648 Courthouse Rd

98%

From:

To:

Town of Vienna 0.32 0%243 0.571

Nutley St 13000 1% 1% 0.088 14000G F0% 0% F G

SR 123 Maple Ave

98%To:

Town of Vienna 0.31 0%243 0.801

Ramp 3100 0.081 3100G F G

SR 243 TO RT 66 EAST

I-66-E062X FROM RT 243 NORTHTo:

From:

Fairfax County 0.15

North

243

5056/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 7400 0.090 7400G F G

SR 243; 29-2087 TO RT 66 WEST

I-66-W062X FROM RT 243 NORTHTo:

From:

Fairfax County 0.12

North

243

Ramp 3700 0.076 3700G F G

SR 243 TO RT 66 EAST

I-66-E062X FROM RT 243 SOUTHTo:

From:

Fairfax County 0.13

South

243

Ramp NA NA NA

SR 243 TO RT 66 WEST

29-99021- P FROM COMMUTER LOTSouth From:

To:

From:

Fairfax County 0.11

South

243

Ramp 3100 0.091 3100G F G

I-66-W062X FROM RT 243 SOUTH & METRO CTo:

Fairfax County 0.07243

Columbia Pike 22000 1% 1% 0.078 23000G F0% 0% F G

SR 236 Little River Tpke

29-711 Gallows Rd

98%

From:

To:

From:

Fairfax County 0.61 0%244 0.566

Columbia Pike 22000 1% 1% 0.086 23000G F0% 0% F G

29-613 Sleepy Hollow Rd

98%

From:

To:

Fairfax County 0.85 0%244 0.604

Columbia Pike 22000 1% 1% 0.085 24000G F0% 0% C G

29-613 Lincolnia Rd

98%

From:

To:

Fairfax County 0.76 0%244 0.551

Columbia Pike 18000 1% 1% 0.09 19000G F0% 0% F G

29-620 Braddock Rd

98%

From:

To:

Fairfax County 0.39 0%244 0.643

Columbia Pike 26000 1% 0% 0.09 NAG F0% 0% C

SR 7 Leesburg Pike

98%

From:

To:

Fairfax County 1.45 0%244 0.643

Columbia Pike 21000 2% 1% 0.085 22000G F0% 0% F G

Fairfax County Line

97%

From:

To:

Fairfax County 0.52 0%244

State Maintenance Boundary

0.62

Columbia Pike 5900 2% 1% 0.128 6200N F0% 0% N N

SR 27; Pentagon Rd

97%To:

Arlington County 0.37 0%244 0.697

Old Tavern Rd 2700 0% 1% 0.120 2800G F0% 1% C G

US 17 Old Tavern

I-66

97%

From:To:

From:

Fauquier County 2.05 0%245 0.806

Old Tavern Rd 3400 0% 1% 0.087 3500G F0% 1% F G

SCL The Plains

97%

From:To:

Fauquier County 0.95 0%245 0.568

Fauquier Ave 3400 0% 1% 0.087 3500N F0% 1% N N

SR 55 The Plains

97%To:

Town of The Plains (Maint: 30) 0.27 0%245 0.568

Ramp 1600 0.098 1600F F F

SR 245 Old Tavern Rd

I-66 EastTo:

From:

Fauquier County 0.16245

Ramp 390 0.349 360A A A

SR 245 Old Tavern Rd

I-66 WestTo:

From:

Fauquier County 0.19245

5066/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Liberty St 6400 0% 2% 0.091 6800F F0% 0% C F

US 460 Poindexter St

Latham Street

97%

From:To:

From:

City of Chesapeake 0.39 0%246 0.533

Liberty St 4200 0% 2% 0.090 4500F F0% 0% F F

SR 168 Campostella Rd

97%To:

City of Chesapeake 0.37 0%246 0.539

26th St 3500 1% 1% 0.105 3700G F1% 1% F G

SR 337 Hampton Blvd

Colonial Ave

97%

From:To:

From:

City of Norfolk 0.63 0%247

11000 1% 1% 0.083 12000G F1% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.636

26th St 8300 1% 1% 0.105 8900G F1% 1% F G

Llewellyn Ave

97%

From:To:

City of Norfolk 0.10 0%247

16000 1% 1% 0.089 17000G F1% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.611

26th St 8700 1% 1% 0.099 9300G F1% 1% F G

Monticello Ave

97%

From:To:

City of Norfolk 0.17 0%247

17000 1% 1% 0.083 18000G F1% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.589

26th St 8700 1% 1% 0.095 9200G F1% 1% C G

Church St

97%

From:To:

City of Norfolk 0.23 0%247

17000 1% 1% 0.081 18000G F1% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.581

26th St 8200 1% 1% 0.093 8700G F1% 1% F G

27th St

97%

From:

To:

City of Norfolk 0.21 0%247

17000 1% 1% 0.09 18000G F1% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.582

0.533

Lafayette Blvd 14000 1% 1% 0.088 15000G F1% 1% F G

SR 168 Tidewater Dr

97%

From:To:

City of Norfolk 1.07 0%247 0.513

Lafayette Blvd 15000 1% 1% 0.081 16000G F0% 0% C G

Chesapeake Blvd

97%

From:

To:

City of Norfolk 0.66 0%247

Lafayette Blvd

0.505

Chesapeake Blvd 16000 1% 1% 0.088 17000G F0% 0% F G

SR 194 Sewells Point Rd

97%

From:

To:

City of Norfolk 1.34 0%247

Chesapeake Blvd

0.513

Norview Ave 19000 1% 1% 0.08 21000G F0% 0% F G

I-64

97%

From:To:

City of Norfolk 0.29 0%247 0.511

Norview Ave 22000 0% 1% 0.080 24000G F0% 0% C G

SR 165 Military Hwy

99%To:

City of Norfolk 0.61 0%247 0.540

Ramp 5200 1% 0% 0.102 5600G F0% 0% C G

SR 247 E, Norview Ave

I-64 East

99%To:

From:

City of Norfolk (Maint: 64) 0.20 0%

East

247

Ramp 6900 0% 0% 0.082 7400G F0% 0% C G

SR 247 W, Norview Ave

I-64 East

99%To:

From:

City of Norfolk (Maint: 64) 0.15 0%

West

247

5076/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 4200 0% 1% 0.075 4500G F0% 0% C G

SR 247 Norview Ave

I-64 West

99%To:

From:

City of Norfolk (Maint: 64) 0%

West

247

27th St 7900 1% 1% 0.087 8500G F1% 1% C G

SR 337 Hampton Blvd

Llewellyn Ave

97%

From:

To:

From:

City of NorfolkP

0.79 0%247

11000 1% 1% 0.083 12000G F1% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.636

27th St 8600 1% 1% 0.084 9100G F1% 1% F G

SR 247 26Th St

97%

To:

City of NorfolkP

0.77 0%247

17000 1% 1% 0.083 18000G F1% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.589

New Kent Hwy 14000 0% 1% 0.092 14000F F0% 1% F F

I-64

63-613 Dispatch Rd

98%

From:

To:

From:

New Kent County 0.50 0%249 0.649

New Kent Hwy 6800 0% 1% 0.103 6700F F1% 1% C F

63-612 Tunstall Rd; Airport Rd

98%

From:

To:

New Kent County 0%249 0.635

New Kent Hwy 3100 1% 2% 0.105 3000F F2% 4% C F

SR 106 Talleysville

91%

From:

To:

New Kent County 0%249 0.514

New Kent Hwy 2700 1% 1% 0.112 2600F F1% 2% C F

SR 155 Carys Corner

95%

From:

To:

New Kent County 3.78 0%249 0.516

New Kent Hwy 2900 1% 2% 0.109 2800F F5% 6% C F

63-626 Paige Rd

86%

From:

To:

New Kent County 5.04 0%249 0.507

New Kent Hwy 1900 1% 2% 0.11 1900F F5% 6% F F

SR 30 & 33 Angel View Church

86%To:

New Kent County 3.00 0%249 0.558

Ramp 3200 1% 1% 0.2 1100G F0% 1% C G

SR 249 New Kent Hwy

I-64 West

98%To:

From:

New Kent County 0.21 0%

West

249

Highland Turnpike 250 1% 1% 0.113 250G F2% 9% C G

West Virginia State Line

45-640 Blue Grass Valley Rd; Meadowdale Rd

88%

From:To:

From:

Highland County 8.02 0%250 0.576

Highland Turnpike 300 0% 1% 0.113 300G F1% 4% C G

WCL Monterey

93%

From:To:

Highland County 5.34 0%250 0.59

300 0% 1% 0.113 300N F1% 4% N N

US 220 Monterey

93%

From:

To:

Town of Monterey (Maint: 45) 0.40 0%250 0.59

1000 0% 2% 0.096 1000N F2% 3% N N

ECL Monterey

92%

From:

To:

Town of Monterey (Maint: 45) 0.18 0%250 0.676

Highland Turnpike 1000 0% 2% 0.096 1000G F2% 3% C G

45-678 Bullpasture River Rd

92%

From:

To:

Highland County 9.56 0%250 0.676

Highland Turnpike 1000 1% 1% 0.097 990G F2% 3% C G

Augusta County Line

93%To:

Highland County 8.95 0%250 0.527

5086/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Hankey Mountain Hwy 1000 0% 1% 0.095 990G F1% 5% C G

Highland County Line

07-629 Deerfield Valley Rd

92%

From:To:

From:

Augusta County 6.50 0%250 0.535

Hankey Mountain Hwy 2100 1% 1% 0.091 2100G F1% 3% C G

07-736 Jennings Gap Rd

94%

From:To:

Augusta County 6.86 0%250 0.601

Hankey Mountain Hwy 2400 1% 1% 0.098 2400G F1% 2% C G

SR 42 Scenic Hwy

94%

From:To:

Augusta County 3.16 0%250 0.618

Churchville Ave 5300 1% 1% 0.093 5200G F1% 1% F G

SR 42 Buffalo Gap Hwy

96%

From:To:

Augusta County42 0.47 0%250 0.572

Churchville Ave 6600 1% 1% 0.102 6500G F1% 1% C G

07-732 Franks Mill Rd

96%

From:

To:

Augusta County 3.45 0%250 0.666

Churchville Ave 6800 1% 1% 0.095 6700G F1% 1% F G

WCL Staunton

96%

From:

To:

Augusta County 1.48 0%250 0.686

Churchville Ave 6800 1% 1% 0.095 6700N F1% 1% N N

SR 262 Woodrow Wilson Pkwy

96%

From:

To:

City of Staunton 0%250 0.686

Churchville Ave 3800 1% 1% 0.090 4000G F0% 0% F G

Englewood Dr Near Hevener St

98%

From:

To:

City of Staunton 0%250 0.53

Churchville Ave 6000 1% 1% 0.090 6400G F0% 0% C G

Grubert Ave

98%

From:

To:

City of Staunton 0%250 0.53

Churchville Ave 7000 1% 1% 0.088 7500G F0% 0% F G

Thornrose Ave

98%

From:

To:

City of Staunton 0.99 0%250 0.566

Churchville Ave 9200 1% 1% 0.093 9800G F0% 0% C G

Augusta St

98%

Bus From:

To:

City of Staunton 0.32 0%250

Churchville Ave

0.614

Augusta St 9200 1% 1% 0.093 9800N F0% 0% N N

US 250 Par New St; Sunnyside St

98%

BusBus From:

To:

City of Staunton11 0.02 0%250

US 250 Par; Sunnyside St

0.614

Augusta St 4300 0% 0% 0.094 4500G F0% 0% C G

SR 254 Beverly St

99%

BusBus From:To:

City of Staunton11P

11 0.43 0%250

5000 0% 1% 0.094 5300G F0% 0% C G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.574

0.509

Augusta St 4700 0% 0% 0.091 5000G F0% 0% F G

Johnson St

99%

Bus From:

To:

City of Staunton11P

11 0.07 0%250

Augusta St

5500 0% 1% 0.091 5900G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.692

0.600

Johnson St 8600 0% 0% 0.086 9100G F0% 0% F G

US 250 Par, New St

99%

Bus From:

To:

City of Staunton11P

0.06 0%250

1US 250 P New St

NA 0.091 NAFCombined Traffic Estimates for Parallel Roadways on this Route:

0.608

0.600

Johnson St 9100 0% 0% 0.087 9700G F0% 0% F G

US 11, SR 254

99%To:

City of Staunton11 0.18 0%250 0.531

5096/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Greenville Ave 13000 0% 1% 0.086 13000G F0% 0% F G

US 11, SR 254 NEW ST

US 11 GREENVILLE AVE

99%

From:To:

From:

City of Staunton11 0.07 0%250 0.502

Richmond Rd 8300 1% 1% 0.083 8800G F0% 0% F G

Statler Blvd

98%

From:To:

City of Staunton 0.75 0%250 0.52

Richmond Rd 19000 0% 0% 0.089 20000G F0% 1% C G

Frontier Dr

98%

From:

To:

City of Staunton 0.96 0%250

Frontier Rd

0.51

Richmond Rd 24000 0% 1% 0.092 NAG F1% 1% C

ECL Staunton

97%

From:To:

City of Staunton 0.44 0%250 0.518

Jefferson Hwy 24000 0% 1% 0.092 NAN F1% 1% N

I-81

97%

From:

To:

Augusta County 0.07 0%250 0.518

Jefferson Hwy 15000 0% 0% 0.092 17000G F0% 0% F G

07-1316 Idlewood Blvd

99%

From:

To:

Augusta County 2.51 0%250 0.572

Jefferson Hwy 13000 0% 0% 0.095 14000G F0% 0% F G

SR 285 Tinkling Spring Rd

99%

From:

To:

Augusta County 2.01 0%250 0.541

Jefferson Hwy 15000 0% 0% 0.112 16000A A0% 0% C A

WCL Waynesboro

99%

From:

To:

Augusta County 2.11 0%250 0.529

Main St 16000 0% 0% 0.084 18000G F0% 0% F G

Carman Ave

99%

From:

To:

City of Waynesboro 0.90 0%250 0.522

Main St 16000 0% 0% 0.083 18000G F0% 0% F G

Hopeman Pkwy

99%

From:

To:

City of Waynesboro 0.30 0%250 0.509

Main St 11000 0% 0% 0.086 11000G F0% 0% F G

US 340 Rosser Ave

99%

From:To:

City of Waynesboro 0.67 0%250 0.518

Broad St 12000 0% 0% 0.085 12000G F0% 0% F G

Poplar Ave

99%

From:To:

City of Waynesboro 0.25 0%250 0.902

Broad St 9200 0% 0% 0.084 9800G F0% 0% F G

Wayne Ave

99%

From:To:

City of Waynesboro 0.50 0%250 0.589

Broad St 8200 0% 0% 0.083 8700G F0% 0% F G

Arch Ave

99%

From:To:

City of Waynesboro 0.12 0%250 0.589

Broad St 8300 0% 1% 0.085 8800G F0% 1% C G

US 340 Main St

98%

From:

To:

City of Waynesboro 0.44 0%250

US 340 Broad St

0.531

Main St 10000 0% 1% 0.084 11000G F0% 1% F G

US 340 Delphine Ave

98%

From:

To:

City of Waynesboro340 0.19 0%250 0.563

Main St 7500 0% 1% 0.092 8000G F0% 1% F G

Hunter St

97%

From:

To:

City of Waynesboro 1.00 0%250 0.619

Main St 7500 0% 1% 0.092 8000G F0% 1% C G

ECL Waynesboro

97%To:

City of Waynesboro 0.44 0%250 0.639

5106/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

8200 0% 1% 0.101 8000G F0% 1% F G

ECL Waynesboro

I-64 Afton Mountain

97%

From:To:

From:

Augusta County 1.76 0%250 0.654

10000 1% 1% 0.103 10000G F2% 4% C G

Nelson County Line

93%

From:

To:

Augusta County 0.23 0%250

Augusta County Line

0.617

Rockfish Gap Trnpk 10000 1% 1% 0.103 10000N F2% 4% N N

SR 6 Afton Mountain Rd

93%

From:To:

Nelson County (Maint: 02) 1.27 0%250 0.617

Rockfish Gap Trnpk 6600 1% 1% 0.136 6500G F1% 4% C G

Albemarle Co Line

93%

From:To:

Nelson County (Maint: 02) 0.13 0%250 0.715

Rockfish Gap Trnpk 6600 1% 1% 0.136 6500N F1% 4% N N

FR-172 Little Rock Lane

93%

From:

To:

Albemarle County 0.32 0%250 0.715

Rockfish Gap Trnpk 6600 1% 1% 0.136 6500N F1% 4% N N

SR 151 Critzers Shop Rd

93%

From:

To:

Albemarle County 1.45 0%250 0.715

Rockfish Gap Trnpk 6400 0% 1% 0.143 6200G F1% 1% C G

FR-852 Bluebird Lane

97%

From:

To:

Albemarle County 4.00 0%250 0.808

Rockfish Gap Trnpk 7600 1% 1% 0.139 7000G F0% 1% C G

I-64 Near Yancey Mills

97%

From:

To:

Albemarle County 0.56 0%250 0.793

Rockfish Gap Trnpk 11000 1% 1% 0.096 11000G F0% 0% F G

SR 240 Crozet Ave; 02-635 Miller School Rd

98%

From:

To:

Albemarle County 1.69 0%250 0.52

Rockfish Gap Trnpk 8100 1% 1% 0.096 8700G F0% 0% F G

SR 240 Three Notchd Rd

98%

From:

To:

Albemarle County 2.97 0%250 0.603

Ivy Rd 11000 1% 1% 0.107 10000G F0% 0% C G

02-637 Woods Rd

98%

From:

To:

Albemarle County 3.29 0%250

02-637 Dick Woods Rd

0.694

Ivy Rd 11000 1% 1% 0.097 11000G F0% 0% F G

US 29; Bus US 250 Ivy Rd

98%

From:To:

Albemarle County 0%250 0.689

Monacan Trail Rd 47000 1% 1% 0.097 49000G F1% 2% F G

WCL Charlottesville

96%

From:To:

Albemarle County29 0%250 0.542

Monacan Trail Rd 37000 1% 1% 0.100 39000G F1% 2% F G

US 29, Emmet St

96%

From:To:

City of Charlottesville29 0.35 0%250 0.554

20000 0% 1% 0.099 22000G F1% 1% F G

104-3431 Hydraulic Rd

98%

From:

To:

City of Charlottesville 0.32 0%250 0.500

34000 0% 1% 0.088 38000G F1% 1% F G

Dairy Rd

98%

From:

To:

City of Charlottesville 0.42 0%250 0.516

34000 0% 1% 0.119 37000A A1% 1% C A

Rugby Ave E Int

98%

From:

To:

City of Charlottesville 0.60 0%250 0.581

33000 0% 1% 0.087 37000G F1% 1% F G

McIntire Rd

98%To:

City of Charlottesville 0.33 0%250 0.502

5116/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

36000 0% 1% 0.087 40000G F1% 1% F G

McIntire Rd

Park St

98%

From:To:

From:

City of Charlottesville 0.27 0%250 0.54

39000 0% 1% 0.085 NAG F1% 1% F

Locust Ave

98%

From:To:

City of Charlottesville 0.26 0%250 0.531

Long St 33000 0% 1% 0.077 37000G F1% 1% F G

Bus US 250 High St

98%

From:To:

City of Charlottesville 0.49 0%250 0.573

Long St 44000 0% 1% NA NAN 1% 1% N

ECL Charlottesville

98%

From:To:

City of Charlottesville20 0.06 0%250

Richmond Rd 44000 0% 1% NA NAG 1% 1% F

SR 20 Stony Point Rd

98%

From:

To:

Albemarle County20 0.20 0%250

Richmond Rd 29000 0% 1% 0.091 33000G F1% 1% F G

I-64 East of Charlottesville

98%

From:

To:

Albemarle County 1.79 0%250 0.628

Richmond Rd 20000 0% 1% 0.095 19000G F1% 1% C G

SR 22 Louisa Rd

97%

From:

To:

Albemarle County 2.01 0%250 0.658

Richmond Rd 4300 0% 2% 0.103 4200G F5% 1% F G

Fluvanna County Line

92%

From:

To:

Albemarle County 4.40 0%250

Albemarle County Line

0.748

Richmond Rd 3200 0% 2% 0.096 3200G F5% 1% C G

US 15 Zion Cross Roads

92%

From:

To:

Fluvanna County (Maint: 54) 6.00 0%250 0.633

Three Notch Rd 2900 0% 1% 0.091 2800G F2% 2% C G

54-759 Rollins Lane

94%

From:

To:

Louisa County 2.72 0%250 0.638

Three Notch Rd 2800 0% 1% 0.094 2800G F2% 3% C G

54-659; SR 208 Ferncliff

93%

From:To:

Louisa County 3.81 0%250 0.6

Three Notch Rd 1300 1% 1% 0.094 1200G F1% 2% C G

Fluvanna County Line

95%

From:

To:

Louisa County 2.43 0%250

Louisa County Line

0.641

Richmond Rd 1300 1% 1% 0.094 1200N F1% 2% N N

Goochland County Line

95%

From:

To:

Fluvanna County (Maint: 54) 0.71 0%250

Fluvanna County Line

0.641

Broad St Rd 1000 0% 1% 0.101 1000G F1% 3% C G

Goochland County Line

95%

From:

To:

Fluvanna County (Maint: 54) 0.13 0%250

Fluvanna County Line

0.648

Broad Street Rd 1000 0% 1% 0.101 1000N F1% 3% N N

37-605 Shannon Hill Rd

95%

From:

To:

Goochland County (Maint: 54) 2.05 0%250 0.648

Broad Street Rd 1400 0% 1% 0.098 1400G F0% 2% C G

Richmond Maintenance Boundary

96%

From:

To:

Goochland County (Maint: 54) 0.29 0%250 0.619

Broad Street Rd 1600 0% 1% 0.101 1500G F1% 3% C G

37-606 Three Chopt Rd; Hadensville-Fife Rd

95%

From:

To:

Goochland County 3.23 0%250 0.552

Broad Street Rd 1100 0% 0% 0.098 1100G F0% 2% C G

Louisa County Line

97%To:

Goochland County 6.80 0%250 0.667

5126/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Broad Street Rd 2200 0% 0% 0.095 2100G F1% 1% C G

Goochland County Line

US 522 Cross County Rd; Sandy Hook Rd

97%

From:

To:

From:

Louisa County (Maint: 37) 0.48 0%250

US 522 Cross County Rd

0.696

Broad Street Rd 1600 0% 1% 0.11 1500G F1% 1% C G

Goochland County Line

97%

From:

To:

Louisa County (Maint: 37) 1.63 0%250

Louisa County Line

0.709

Broad Street Rd 2300 0% 1% 0.109 2300G F0% 1% C G

37-670 Cardwell Rd

98%

From:To:

Goochland County 6.72 0%250 0.737

Broad Street Rd 5900 0% 1% 0.102 5800G F0% 1% F G

37-621 Manakin Rd

98%

From:To:

Goochland County 5.58 0%250 0.747

Broad Street Rd 14000 0% 1% 0.102 14000G F0% 1% F G

37-623 W, Hockett Rd

98%

From:

To:

Goochland County 0.47 0%250 0.747

Broad Street Rd 14000 0% 1% 0.082 15000G F1% 1% C G

SR 288

97%

From:

To:

Goochland County 1.47 0%250 0.545

Broad Street Rd 31000 0% 1% 0.107 31000G F1% 0% F G

Henrico County Line

98%

From:

To:

Goochland County 0.40 0%250

Goochland County Line

0.632

Broad St 26000 0% 0% 0.088 28000G F0% 0% F G

Lauderdale Drive

99%

From:

To:

Henrico County 1.48 0%250 0.522

Broad St 31000 0% 0% 0.088 33000G F0% 0% C G

SR 271 Pouncy Tract Rd

99%

From:

To:

Henrico County 0.54 0%250 0.522

76078 64000 0% 1% 0.092 NAG F1% 0% F

I-64

98%

From:

To:

Henrico County 0.84 0%250 0.613

Broad St 39000 0% 1% 0.094 41000G F0% 0% F G

Cox Rd

98%

From:To:

Henrico County 0.75 0%250 0.511

Broad St 34000 0% 1% 0.091 36000G F0% 0% F G

Gaskins Rd

98%

From:To:

Henrico County 0.81 0%250 0.725

Broad St 28000 0% 1% 0.097 29000G F0% 0% F G

SR 157 Pemberton Rd; Springfield Rd

98%

From:To:

Henrico County 0.50 0%250 0.633

Broad St 31000 0% 1% 0.096 33000G F0% 0% F G

Parham Rd

98%

From:To:

Henrico County 1.57 0%250 0.520

Broad St 36000 1% 1% 0.086 NAG F0% 0% F

Hungary Springs Rd

97%

From:

To:

Henrico County 0.72 0%250 0.524

Broad St 36000 1% 1% 0.093 40000G F0% 0% F G

I-64

97%

From:

To:

Henrico County 1.15 0%250 0.54

Broad St 36000 1% 1% 0.099 41000G F0% 0% F G

Horsepen Rd

97%

From:

To:

Henrico County 0.90 0%250 0.579

Broad St 26000 1% 1% 0.096 29000G F0% 0% F G

WCL Richmond

97%To:

Henrico County 1.32 0%250 0.536

5136/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Broad St 29000 1% 1% 0.094 2400G F0% 0% F G

WCL Richmond

US 33 Staples Mill Rd

97%

From:To:

From:

City of Richmond 0.04 0%250 0.508

Broad St 21000 0% 1% 0.122 26000F B1% 2% F F

Malvern Ave

97%

From:To:

City of Richmond33 0.79 0%250 0.516

Broad St 24000 1% 1% 0.095 28000G F0% 0% C G

Sheppard St

97%

From:To:

City of Richmond33 0.97 0%250 0.534

Broad St 20000 1% 1% 0.087 23000G F0% 0% F G

SR 399 Terminal Place

97%

From:To:

City of Richmond33 0.38 0%250 0.563

Broad St 17000 1% 1% 0.087 19000G F0% 0% F G

SR 33 Par Harrison St

97%

From:

To:

City of Richmond33 0.94 0%250 0.563

Broad St 25000 1% 1% 0.083 28000G F0% 0% F G

US 33 Hancock St

97%

From:To:

City of Richmond33 0.08 0%250

35000 1% 1% NA 39000G 0% 0% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.569

Broad St 13000 1% 1% 0.093 15000G F0% 0% F G

2nd St

97%

From:

To:

City of Richmond 0.76 0%250 0.594

Broad St 13000 1% 1% 0.093 14000G F0% 0% F G

8th St

97%

From:

To:

City of Richmond 0.38 0%250 0.550

Broad St 17000 1% 1% 0.093 19000G F0% 0% F G

14th St

97%

From:

To:

City of Richmond 0.38 0%250 0.507

Broad St 28000 1% 1% 0.079 31000G F0% 0% F G

US 360 18th St

97%

From:

To:

City of Richmond 0.29 0%250 0.786

Broad St 14000 1% 1% 0.079 15000G F0% 0% F G

US 60, 21st St

97%

From:To:

City of Richmond 0.20 0%250 0.786

Broad St 7100 1% 1% 0.086 7600G F1% 1% F G

23rd St

97%To:

City of Richmond 0.13 0%250 0.600

Ramp to I-81 S at Exit 222 4800 0.103 5100F F F

US 250 Ramps

I-81 SouthTo:

From:

Augusta County 0.06250

Ramp to I-81 N at Exit 222 3800 0.108 4000F F F

US 250 Jefferson Hwy

I-81 NorthTo:

From:

Augusta County 0.34250

Ramp 4600 0.115 4600G F G

US 250 TO I-64 WEST & EAST

US 250- 73B TO RT 64 WEST & EASTFrom:

To:

From:

Augusta County 0.13250

US 250

Ramp 2700 0.094 2700G F G

I-64 WestTo:

Augusta County 0.12250

5146/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 1900 0.172 1900G F G

US 250 Ramp to I-64 West

I-64 EastTo:

From:

Augusta County 0.24250

Ramp 4100 0.144 4100G F G

US 250

I-64 EastTo:

From:

Albemarle County 0.18250

Ramp 1700 0.094 1700G F G

US 250-E081B US 250-W081B FROM RT 2

I-64-W FROM US 250WEST & EASTTo:

From:

Albemarle County 0.19250

Ramp 6400 0.158 7100A A A

US 250 Richmond Rd

I-64 WestTo:

From:

Albemarle County 0.16250

Ramp 4300 0.15 4500A A A

US 250 Richmond Rd

I-64 EastTo:

From:

Albemarle County 0.17250

Ramp 16000 0% 1% 0.092 18000G F0% 1% C G

US 250-E154A US 250-W154A FROM RT 2

I-64 East

98%To:

From:

Henrico County 0.11 0%250

Ramp 11000 0.098 11000G F G

US 250- 166A TO ROUTE 95 SOUTH

I-95-N FROM ROUTE 250-BROAD STREETTo:

From:

City of Richmond (Maint: 43) 0.22250

Ramp 1500 0.169 1500G F G

US 250 TO I-64 EAST

US 250-W081A US 250- 81A FROM RT 2To:

From:

Albemarle County 0.05

East

250

Ramp 120 0.149 120G F G

US 250 I-64-W107A FROM & TO IS 64

US 250- 81B US 250-W081B FROM RT 2To:

From:

Albemarle County 0.03

East

250

Ramp 13000 0% 0% 0.088 14000G F0% 1% C G

US 250 TO I-64 East

US 250-W154A US 250- 154A FROM RT 2

98%To:

From:

Henrico County 0.22 0%

East

250

Ramp 4700 0% 1% 0.096 5100G F0% 1% C G

US 250 E, Broad St

I-64 West

98%To:

From:

Henrico County 0.12 0%

East

250

Ramp 7200 NA 7900G G

US 250 E, Broad St

Ramp from US 250 W, Broad StTo:

From:

City of Richmond (Maint: 43) 0.13

East

250

Ramp 2200 0.189 2200G F G

US 250 I-64-E107A FROM & TO IS 64

US 250-E081A US 250- 81A FROM RT 2To:

From:

Albemarle County 0.03

West

250

Ramp 1300 0.112 1300G F G

US 250 TO I-64 WEST

US 250- 81B US 250-E081B FROM RT 2To:

From:

Albemarle County 0.04

West

250

5156/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 3300 0% 1% 0.172 3300G F0% 0% C G

US 250 TO I-64 East

US 250-E154A US 250- 154A FROM RT 2

98%To:

From:

Henrico County 0.17 0%

West

250

Ramp 4600 1% 1% 0.208 5000G F0% 0% C G

US 250 W, Broad St

I-64 West

97%To:

From:

Henrico County 0.22 0%

West

250

Ramp 3600 0.15 3800G F G

US 250 W, Broad St

I-64 WestTo:

From:

Henrico County 0.23

West

250

Ramp 3200 0.135 3400G F G

US 250 W, Broad St

I-64 East Collector RdTo:

From:

Henrico County 0.16

West

250

Ramp 11000 NA 12000G G

US 250 W, Broad St

US 250 East Exit 166A RampTo:

From:

City of Richmond (Maint: 43)

West

250

New St

BusBus

740 1% 1% 0.111 790G F0% 0% C G

Churchville Ave

Frederick St

98%

BusBus From:

To:

From:

City of StauntonP

11P

11 0.36 0%250

5000 0% 1% 0.094 5300G F0% 0% C G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.509

New St 790 1% 1% 0.108 840G F0% 0% F G

Johnson St

98%

To:

City of StauntonP

11P

11 0.17 0%250

5500 0% 1% 0.091 5900G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.600

Ivy Rd 12000 0% 1% 0.102 12000G F0% 0% C G

US 29, US 250

WCL Charlottesville

98%

Bus From:To:

From:

Albemarle County 0.61 0%

Bus

250 0.67

Ivy Rd 10000 0% 1% 0.078 11000G F0% 0% F G

Bus US 29 Emmet St

98%

Bus From:To:

City of Charlottesville 0.50 0%250 0.533

University Ave 11000 0% 2% 0.068 11000G F1% 0% F G

Bus 1 US 250P, Rugby Rd

97%

Bus From:To:

City of Charlottesville 0.28 0%250

15000 0% 2% 0.082 16000G F0% 0% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.526

0.520

University Ave 11000 0% 2% 0.068 12000G F1% 0% F G

Chancellor St

97%

Bus From:To:

City of Charlottesville 0.12 0%250

16000 0% 2% 0.077 17000G F0% 0% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.526

0.509

University Ave 11000 0% 2% 0.067 12000G F1% 0% F G

C&O RR Crossing

97%

To:

City of Charlottesville 0.19 0%250

15000 0% 2% 0.078 16000G F0% 0% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.513

0.541

5166/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Main St 11000 0% 1% 0.068 12000G F0% 0% F G

C&O RR Crossing

Jefferson Park Ave

99%

Bus From:

To:

From:

City of Charlottesville 0.09 0%

Bus

250

16000 0% 1% 0.072 17000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.524

0.506

Main St 10000 0% 2% 0.075 11000G F1% 0% C G

McIntire Rd

97%

Bus From:

To:

City of Charlottesville 0.73 0%250

Main St

29000 0% 1% 0.08 31000G F0% 0% C G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.61

0.552

McIntire Rd 21000 0% 1% 0.076 23000G F0% 0% F G

104-3405, Bus US 250 Par

99%

Bus From:To:

City of Charlottesville 0.22 0%250

25000 0% 1% 0.082 27000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.528

0.501

McIntire Rd 21000 0% 1% 0.076 23000N F0% 0% N N

Preston Ave

99%

Bus From:

To:

City of Charlottesville 0.03 0%250 0.528

Market St 7700 0% 1% 0.085 8200G F0% 0% F G

SR 20 9th St; Avon St

99%

Bus From:

To:

City of Charlottesville 0.53 0%250

Market St

13000 0% 1% 0.089 14000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.564

0.568

9th St 11000 0% 1% 0.092 12000G F0% 0% F G

High St

98%

Bus From:

To:

City of Charlottesville20 0.12 0%250

SR 20 9th St

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.618

High St 10000 0% 1% 0.099 11000G F0% 0% F G

11th St

99%

Bus From:

To:

City of Charlottesville20 0.23 0%250 0.609

High St 8200 0% 1% 0.094 8700G F0% 0% C G

Gillespie Ave

99%

Bus From:To:

City of Charlottesville20 0.21 0%250 0.737

High St 17000 0% 1% 0.089 18000G F0% 0% F G

Long St

99%To:

City of Charlottesville20 0.45 0%250 0.644

Rugby Rd 3600 0% 1% 0.101 3900G F0% 0% F G

University Ave

Grady Ave

98%

Bus From:

To:

From:

City of CharlottesvilleP

0.38 0%

Bus

250

Rugby Rd

25000 0% 1% 0.082 27000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.58

0.501

Grady Ave 4500 0% 1% 0.098 4800G F0% 0% F G

Preston Ave

98%

Bus From:

To:

City of CharlottesvilleP

0.57 0%250

Grady Ave

15000 0% 2% 0.078 16000G F0% 0% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.535

0.541

Preston Ave 19000 0% 1% 0.084 20000G F0% 0% C G

Market St

98%

To:

City of CharlottesvilleP

0%250

29000 0% 1% 0.08 31000G F0% 0% C G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.510

0.552

5176/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

McIntire Rd

Bus

21000 0% 1% 0.076 23000N F0% 0% N N

Market St

Preston Ave

99%

Bus From:To:

From:

City of CharlottesvilleP

250 0.03 0%

Bus

250 0.528

High St 5100 0% 1% 0.095 5400G F0% 0% F G

9th St

98%

To:

City of CharlottesvilleP

0%250

13000 0% 1% 0.089 14000G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.560

0.568

Collierstown Rd 740 0% 2% 0.109 730G F1% 0% C G

81-770 Turnpike Road

81-675 Murat

96%

From:To:

From:

Rockbridge County 4.43 0%251 0.699

Collierstown Rd 1800 0% 2% 0.099 1800G F1% 2% C G

81-764 South of Lexington

95%

From:

To:

Rockbridge County 3.85 0%251

81-764 Possum Hollow

0.726

Thornhill Rd 3100 0% 2% 0.089 3000G F1% 2% F G

WCL Lexington

95%

From:

To:

Rockbridge County 1.05 0%251 0.712

Thornhill Rd 4300 0% 1% 0.104 4500G F0% 1% C G

Link Rd

97%

From:

To:

City of Lexington 0.38 0%251

Thornhill Rd

0.661

Link Rd 3800 0% 1% 0.103 4000G F0% 1% F G

Main St

97%To:

City of Lexington 0.24 0%251 0.658

Brownsburg Turnpike 480 1% 3% 0.115 480G F1% 2% C G

SR 39 Maury River Road

81-722 Rocky Lane

94%

From:

To:

From:

Rockbridge County 6.03 0%252 0.621

Brownsburg Turnpike 240 0% 4% 0.114 230G F1% 1% C G

Augusta County Line

93%

From:

To:

Rockbridge County 4.22 0%252

Rockbridge County Line

0.552

Middlebrook Rd 90 0% 2% 0.146 90G F1% 0% C G

07-620 N, Newport Rd

97%

From:To:

Augusta County 0.69 0%252 0.692

Middlebrook Rd 250 2% 1% 0.1 250G F0% 0% C G

07-682 McKinley Rd

97%

From:To:

Augusta County 2.54 0%252 0.546

Middlebrook Rd 370 0% 2% 0.104 390G F2% 1% C G

07-670 Cherry Grove Rd

95%

From:To:

Augusta County 4.50 0%252 0.65

Middlebrook Rd 1200 1% 1% 0.112 1200G F1% 0% C G

07-693 N, Stingy Hallow Rd

97%

From:To:

Augusta County 7.52 0%252 0.689

Middlebrook Rd 2600 0% 1% 0.107 2500G F0% 0% C G

SR 262

98%

From:

To:

Augusta County 1.62 0%252 0.693

Middlebrook Ave 2300 0% 0% 0.107 2400G F0% 0% C G

SCL Staunton

99%

From:

To:

Augusta County 0.15 0%252 0.544

Middlebrook Ave 2300 0% 0% 0.107 2400G F0% 0% C G

Bridge St

99%To:

City of Staunton 1.08 0%252 0.544

5186/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Middlebrook Ave 2200 0% 0% 0.105 2300G F0% 0% F G

Bridge St

Lewis Street

99%

From:

To:

From:

City of Staunton 0.60 0%252

Lewis St

0.519

Beverly St 2000 0% 1% 0.078 2100G F0% 0% F G

US 250 Augusta St; Johnson St

98%

To:

City of Staunton254 0.11 0%252

4300 0% 0% 0.086 4600G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

Port Republic Rd 23000 0% 1% 0.082 25000G F0% 1% C G

US 11 S Main St

I-81

97%

From:To:

From:

City of Harrisonburg 0.48 0%253 0.505

Port Republic Rd 22000 0% 1% 0.085 24000G F0% 1% F G

Peach Grove Ave

97%

From:

To:

City of Harrisonburg 0.85 0%253 0.542

Port Republic Rd 11000 0% 1% 0.085 12000G F0% 1% F G

ECL Harrisonburg

97%

From:

To:

City of Harrisonburg 0.48 0%253 0.532

Port Republic Rd 9000 0% 1% 0.09 9600G F1% 1% F G

82-710 Reservoir St; Greendaile Rd

97%

From:

To:

Rockingham County 0.59 0%253 0.579

Port Republic Rd 9900 0% 1% 0.096 11000G F1% 1% F G

Urban Boundary; 82-689 Shen Lake Dr

97%

From:

To:

Rockingham County 1.43 0%253 0.674

Port Republic Rd 5700 0% 1% 0.101 6100G F1% 1% F G

82-680 Oak Ridge Rd

97%

From:

To:

Rockingham County 0.89 0%253 0.707

Port Republic Rd 5200 0% 1% 0.099 5600G F1% 1% F G

SR 276 Cross Keys Rd

97%

From:

To:

Rockingham County 0.96 0%253 0.716

Port Republic Rd 5900 0% 1% 0.1 5800G F1% 1% C G

82-708 Goods Mill Rd

97%

From:To:

Rockingham County 0.33 0%253 0.689

Port Republic Rd 5800 0% 1% 0.107 5700G F1% 1% F G

SR 331

97%

From:To:

Rockingham County 4.28 0%253 0.689

Port Republic Rd 5800 0% 1% 0.106 5700G F1% 1% F G

82-655 Lawyer Rd

97%

From:To:

Rockingham County 0.22 0%253 0.671

Port Republic Rd 5800 0% 1% 0.107 5700G F1% 1% F G

82-1603 Lower Rd

97%

From:To:

Rockingham County 0.76 0%253 0.636

Port Republic Rd 3300 0% 1% 0.104 3300G F1% 1% F G

US 340 East Side Hwy

97%To:

Rockingham County 0.91 0%253 0.592

Parkersburg Turnpike 3800 1% 1% 0.095 3700G F0% 1% F G

SR 42 Buffalo Gap Hwy

07-876 Swoope Rd

96%

From:

To:

From:

Augusta County 2.66 0%254 0.654

Parkersburg Turnpike 4800 1% 1% 0.098 4700G F0% 1% C G

SR 262

96%

From:

To:

Augusta County 4.37 0%254 0.652

Beverly St 6600 0% 1% 0.100 7000G F0% 0% C G

Grubert St

98%To:

City of Staunton 0.97 0%254 0.504

5196/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Beverly St 6000 0% 1% 0.091 6400G F0% 0% F G

Grubert St

Thornrose Ave

98%

From:To:

From:

City of Staunton 0.69 0%254 0.548

Beverly St 4100 0% 1% 0.091 4400G F0% 0% F G

Frederick St

98%

From:To:

City of Staunton 0.25 0%254 0.511

Beverly St 3600 0% 1% 0.084 3800G F0% 0% F G

SR 254 P Jefferson St

98%

From:To:

City of Staunton 0.25 0%254 0.59

Beverly St 2300 0% 1% 0.083 2400G F0% 0% F G

Lewis St

98%

From:To:

City of Staunton 0.23 0%254

4000 0% 0% 0.088 4300G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.506

Beverly St 2000 0% 1% 0.078 2100G F0% 0% F G

US 250 Augusta St

98%

From:To:

City of Staunton252 0.11 0%254

4300 0% 0% 0.086 4600G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

Beverly St 2000 0% 1% 0.078 2100N F0% 0% N N

US 250 P New St

98%

From:To:

City of Staunton 0.06 0%254

3800 0% 0% 0.086 4100N F0% 0% N N99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

Beverly St 1500 0% 1% 0.086 1600G F0% 0% F G

Coalter St

98%

From:

To:

City of Staunton 0.16 0%254

SR 254 P, E Beverly St

3300 0% 0% 0.091 3500G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.608

Coalter St 3900 0% 1% 0.092 4100G F0% 0% F G

US 11, US 250 Commerce St

98%

From:

To:

City of Staunton 0.16 0%254

US 11 US 250 Commerce St

0.626

Commerce Rd 2200 0% 1% 0.096 2300G F1% 1% C G

US 11 Commerce Rd

97%

From:To:

City of Staunton11 0.68 0%254 0.6

New Hope Rd 1200 0% 1% 0.114 1300G F0% 0% C G

ECL Staunton

98%

From:To:

City of Staunton 2.45 0%254 0.572

New Hope Rd 1700 1% 1% 0.126 1700G F1% 1% C G

SR 262 Woodrow Wilson Pkwy

97%

From:To:

Augusta County 1.59 0%254 0.643

Hermitage Rd 6000 0% 1% 0.110 5900G F1% 1% F G

07-608 Long Meadow Rd

97%

From:To:

Augusta County 3.92 0%254 0.605

Hermitage Rd 5300 0% 1% 0.11 5200G F1% 1% C G

07-640 Old White Bridge Rd

97%

From:

To:

Augusta County 3.45 0%254 0.570

Hermitage Rd 3900 0% 1% 0.111 4100G F1% 1% F G

WCL Waynesboro

97%

From:

To:

Augusta County 0.93 0%254 0.552

Ivy St 5200 0% 1% 0.102 5500G F1% 1% C G

Hopeman Pkwy

97%

From:

To:

City of Waynesboro 1.19 0%254 0.538

Ivy St 5200 0% 1% 0.096 5500G F1% 1% F G

King Ave

97%To:

City of Waynesboro 0.52 0%254 0.521

5206/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Poplar Ave 10000 1% 1% 0.089 11000G F0% 0% C G

King Ave

Broad St

98%

From:To:

From:

City of Waynesboro 0.30 0%254 0.567

Poplar Ave 2400 1% 1% 0.109 2500G F0% 0% F G

Main St

98%To:

City of Waynesboro 0.07 0%254 0.576

Jefferson St 950 1% 2% 0.103 1000G F0% 0% C G

SR 254 Beverly St

W Frederick St

97%

From:

To:

From:

City of StauntonP

0.07 0%254

Jefferson St

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

Frederick St 1700 0% 0% 0.103 1800G F0% 0% C G

Central Ave

99%

From:To:

City of StauntonP

0.28 0%254

4000 0% 0% 0.088 4300G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.505

Frederick St 2200 0% 0% 0.093 2400G F0% 0% F G

US 250, Bus US 11 Par, New St

99%

From:

To:

City of StauntonP

252 0.11 0%254

US 250, Bus US 11 Par, Augusta Ave

4300 0% 0% 0.086 4600G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.501

Frederick St 1800 0% 0% 0.101 1900G F0% 0% F G

Coalter St

99%

From:

To:

City of StauntonP

0.17 0%254

E Frederick St

3300 0% 0% 0.091 3500G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.608

Coalter St 3600 0% 0% 0.094 3900G F0% 0% F G

SR 254, E Beverly St

99%

To:

City of StauntonP

0.07 0%254

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.772

Bishop Meade Rd 1400 0% 1% 0.096 1400G F1% 0% C G

US 50 Millwood Pike

21-723 N, Millwood Rd

98%

From:To:

From:

Clarke County 0.79 0%255 0.599

Bishop Meade Rd 1900 1% 1% 0.106 1900G F0% 0% C G

US 340 Lord Fairfax Hwy

98%To:

Clarke County 3.05 0%255 0.614

Weyers Cave Rd 7400 1% 2% 0.101 7300G F1% 4% C G

US 11 Lee Highway

I-81

92%

From:To:

From:

Augusta County 0.14 1%256 0.56

Weyers Cave Rd 9500 0% 1% 0.100 10000G F1% 6% C G

SR 276 Keezletown Road

91%

From:

To:

Augusta County 1.22 0%256

SR 276

0.587

Weyers Cave Rd 5700 0% 1% 0.118 6300A A1% 4% C A

Rockingham County Line

93%

From:

To:

Augusta County 4.50 0%256 0.629

3rd St 4800 0% 1% 0.092 5300G F1% 4% F G

Dogwood Ave

93%

From:

To:

Town of Grottoes (Maint: 07) 0.42 0%256 0.583

3rd St 4900 0% 1% 0.091 5300G F1% 4% F G

Aspen Ave

93%To:

Town of Grottoes (Maint: 07) 0.37 0%256 0.585

5216/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

3rd St 4100 0% 1% 0.089 4500G F1% 4% F G

Aspen Ave

US 340 East Side Hwy

93%To:

From:

Town of Grottoes (Maint: 07) 0.13 0%256 0.558

Ramp to I-81 S at Exit 235 2600 1% 1% 0.093 2600F F1% 18% F F

SR 256 Weyers Cave Rd

I-81 South

78%To:

From:

Augusta County 0.18 1%256

Ramp to I-81 N at Exit 235 2600 0.095 2600F F F

SR 256 Weyers Cave Rd

I-81 NorthTo:

From:

Augusta County 0.20256

Briery Branch Rd 620 1% 1% 0.102 610G F1% 0% C G

82-924 Briery Branch Rd

82-731 Community Center Rd

97%

From:To:

From:

Rockingham County 2.89 0%257 0.675

Briery Branch Rd 2000 1% 2% 0.099 2000G F1% 1% C G

82-613 Clover Hill Rd

95%

From:

To:

Rockingham County 2.78 0%257

82-613 W, Clover Hill Rd

0.699

Ottobine Rd 2200 1% 1% 0.095 2200G F1% 2% C G

82-738 W Dry River Rd

95%

From:

To:

Rockingham County 4.29 0%257 0.716

Ottobine Rd 3600 1% 2% 0.102 3800G F1% 1% F G

WCL Dayton

95%

From:

To:

Rockingham County 1.86 0%257 0.563

Ottobine Rd 3600 1% 2% 0.102 3800N F1% 1% N N

W SR 42 Bus

95%

From:

To:

Town of Dayton (Maint: 82) 0.42 0%257

E RT 42 BUS

0.563

John Wayland Hwy 11000 1% 1% 0.104 12000N F1% 2% N N

CL Dayton

95%

From:

To:

Town of Dayton (Maint: 82)42 0.42 0%257 0.527

John Wayland Hwy 11000 1% 1% 0.084 12000G F1% 2% F G

CL Bridgewater

95%

From:To:

Rockingham County42 0.63 0%257 0.573

N Main St 12000 1% 1% 0.084 13000N F1% 2% N N

NCL BRIDGEWATER

95%

From:To:

Town of Bridgewater42 0.30 0%257 0.573

N Main St 12000 1% 1% 0.084 13000G F1% 2% F G

NORTH RIVER RD

95%

From:To:

Town of Bridgewater42 1.00 0%257 0.573

N Main St 12000 1% 1% 0.087 13000G F1% 2% C G

MT CRAWFORD AVE

95%

From:To:

Town of Bridgewater42 0.08 0%257 0.549

N Main St 8900 1% 1% 0.084 9500G F1% 2% F G

SR 42 MAIN ST

95%

From:

To:

Town of Bridgewater42 0.30 0%257 0.567

Dinkel Ave 5900 0% 1% 0.093 6300G F1% 4% C G

Mt Crawford Ave

94%

From:

To:

Town of Bridgewater 1.37 0%257 0.506

Dinkel Ave 9500 0% 1% 0.097 9400N F1% 4% N N

ECL Bridgewater

94%

From:

To:

Town of Bridgewater 0.39 0%257 0.517

Dinkel Ave 9500 0% 1% 0.097 9400G F1% 4% F G

US 11 W, Lee Highway

94%To:

Rockingham County 0.80 0%257 0.517

5226/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Friedens Ch Rd 11000 0% 1% 0.097 12000G F1% 4% F G

US 11 W, Lee Highway

I-81

94%To:

From:

Rockingham County 0.86 0%257 0.577

Ramp to I-81 S at Exit 240 2400 0.143 2800A A A

SR 257 Friedens Ch Rd

I-81 SouthTo:

From:

Rockingham County 0.20257

Ramp to I-81 N at Exit 240 2300 0.100 2300G F G

SR 257 Friedens Ch Rd

82-682-W000A TO RT 81 NORTHFrom:

To:

From:

Rockingham County 0.03257

82-682 West Ramp

Ramp to I-81 N at Exit 240 3000 0.123 3100F F F

I-81 NorthTo:

Rockingham County 0.16257

Smith Ferry Rd 5600 1% 1% 0.082 5500G F1% 12% F G

North Carolina State Line

SR 189 South Quay Rd

86%

From:

To:

From:

Southampton County 5.28 0%258 0.579

Smith Ferry Rd 4100 1% 1% 0.095 4000G F1% 12% C G

87-684 Dogwood Bend Rd

86%

From:

To:

Southampton County 3.43 0%258 0.65

Smith Ferry Rd 4700 1% 1% 0.088 4600G F1% 12% F G

US 58 Southhampton Parkway; Bus US 258 South St

86%

From:

To:

Southampton County 0.29 0%258

x

0.568

Ramp NA NA NA

xFrom:

To:

Southampton County258 0.20258

US 58 Southhampton Parkway; Bus US 258 South St

Southampton Pkwy 17000 1% 1% 0.078 16000G F1% 16% F G

WCL Suffolk

82%

From:

To:

Southampton County58 3.02 0%258

Southampton County Line

0.553

Franklin Bypass 17000 1% 1% 0.074 17000F F1% 16% F F

US 58 Franklin Bypass

82%

From:

To:

(Maint: 133)58 1.27 0%258

x

0.548

Ramp

xFrom:

To:

City of Suffolk58 0.17 See US 58 for directional traffic volume estimates for this segment.258

US 58-E451B TO RTE 189 SOUTH

Ramp

1SR 189-P FROM RTE 58 EASTFrom:

To:

City of Suffolk58 0.05 See US 58 for directional traffic volume estimates for this segment.258

US 58 Franklin Bypass; SR 189

Great Mill Rd 2200 0% 1% 0.079 2300F F5% 32% C F

NCL Suffolk

62%

From:

To:

City of Suffolk 0%258 0.505

General Mill Hwy 3100 0% 2% 0.08 3100F F1% 7% F F

46-656 Union Camp Drive

90%

From:

To:

Isle of Wight County 0%258

46-656 Union Camp Dr

0.540

Camp Family Hwy 1200 0% 1% 0.086 1200F F0% 0% C F

US 258, C4US 58

99%

From:

To:

Isle of Wight County 0%258

Bus US 58 Carrsville Hwy

0.585

Walters Hwy 3000 1% 1% 0.090 2900F F1% 11% C F

46-614 W, River Run Trail

86%To:

Isle of Wight County 6.79 0%258 0.596

5236/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Walters Hwy 5000 1% 1% 0.100 4900F F1% 7% C F

46-614 W, River Run Trail

WCL Windsor

91%

From:To:

From:

Isle of Wight County 5.85 0%258 0.695

Prince Blvd S 4800 1% 1% 0.094 4700F F1% 7% F F

US 460 Windsor Blvd

91%

From:To:

Town of Windsor (Maint: 46) 0.19 0%258 0.68

Prince Blvd N 5200 1% 1% 0.09 5100F F1% 4% F F

NCL Windsor

93%

From:To:

Town of Windsor (Maint: 46) 0.25 0%258 0.593

Courthouse Hwy 4400 1% 1% 0.109 4300F F1% 4% F F

46-637 Orbit Rd

93%

From:To:

Isle of Wight County 7.49 0%258 0.595

Courthouse Hwy 4900 1% 1% 0.093 4700F F1% 4% C F

WCL Smithfield; 46-709 Waterworks Rd

93%

From:

To:

Isle of Wight County 5.68 0%258 0.548

Courthouse Hwy 8000 1% 1% 0.091 8500F F1% 3% C F

Old WCL Smithfield

94%

From:

To:

Town of Smithfield (Maint: 46) 0.27 0%258 0.603

Main St 10000 1% 1% 0.094 11000F F1% 2% C F

SR 10

94%

From:

To:

Town of Smithfield (Maint: 46) 0.76 0%258

Main St

0.573

15000 1% 1% 0.092 16000F F1% 2% C F

Bus US 258

95%

From:

To:

Town of Smithfield (Maint: 46)10 2.30 0%258 0.523

Benns Church Blvd 23000 1% 1% 0.092 24000F F2% 2% F F

Old SCL Smithfield

95%

From:

To:

Town of Smithfield (Maint: 46)10 0.31 0%258 0.521

Benns Church Blvd 20000 1% 1% 0.09 21000F F2% 2% F F

SCL Smithfield; 46-644 Turner Dr

95%

From:

To:

Town of Smithfield (Maint: 46)10 0.65 0%258 0.528

Benns Church Blvd 22000 1% 1% 0.09 23000G F2% 2% F G

SR 32 Brewers Neck Blvd

95%

From:

To:

Isle of Wight County10 1.00 0%258

SR 10 Benns Church Blvd

0.528

Brewers Neck Blvd 22000 1% 1% 0.097 23000F F2% 2% C F

US 17 Carrollton Blvd

95%

From:

To:

Isle of Wight County32 2.85 0%258

US 17, SR 32 Bartlett

0.619

Carrolton Blvd 26000 0% 1% 0.124 28000A A1% 1% C A

FR-807

97%

From:To:

Isle of Wight County17 32 2.17 0%258 0.663

25000 0% 1% 0.101 27000G F1% 1% F G

SCL Newport News

97%

From:

To:

Isle of Wight County17 32 4.64 0%258

Isle of Wight County Line

0.755

Mercury Blvd 25000 0% 1% 0.101 27000G F1% 1% F G

US 60 Warwick Blvd

97%

From:

To:

City of Newport News17 32 0.22 0%258 0.755

Mercury Blvd 31000 0% 1% 0.104 34000G F1% 1% F G

Jefferson Ave

97%

From:

To:

City of Newport News17 32 0.56 0%258 0.539

Mercury Blvd 37000 0% 0% 0.09 NAG F1% 1% F

WCL Hampton

98%To:

City of Newport News 0.29 0%258 0.583

5246/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Mercury Blvd 37000 0% 0% 0.097 39000G F1% 1% F G

ECL Newport News

114-7019 Chestnut Ave

98%

From:To:

From:

City of Hampton 0.74 0%258 0.563

Mercury Blvd 42000 0% 0% 0.101 43000B A1% 1% C B

114-7021 Big Bethel Rd

98%

From:To:

City of Hampton 0.52 0%258 0.511

Mercury Blvd 41000 0% 0% 0.094 43000G F1% 1% F G

Aberdeen Rd

98%

From:To:

City of Hampton 0.80 0%258 0.557

Mercury Blvd 49000 0% 0% 0.089 51000G F1% 1% F G

SR 415 Power Plant Pkwy

98%

From:To:

City of Hampton 0.43 0%258 0.520

Mercury Blvd 58000 0% 0% 0.085 60000G F1% 1% F G

I-64

98%

From:

To:

City of Hampton 0.39 0%258 0.501

Mercury Blvd 53000 0% 0% 0.088 55000G F1% 1% F G

Coliseum Dr

98%

From:

To:

City of Hampton134 0.36 0%258 0.549

Mercury Blvd 38000 0% 0% 0.081 39000G F1% 1% F G

SR 152 Cunningham Dr

98%

From:

To:

City of Hampton134 0.42 0%258 0.555

Mercury Blvd 43000 0% 0% 0.089 44000G F1% 1% F G

SR 134 Armistead Ave

98%

From:

To:

City of Hampton134 0.24 0%258 0.554

Mercury Blvd 46000 0% 0% 0.088 NAG F0% 0% C

Lasalle Ave

99%

From:

To:

City of Hampton 0.63 0%258 0.583

Mercury Blvd 50000 0% 0% 0.094 54000G F0% 0% F G

SR 278 King St

99%

From:

To:

City of Hampton 0.89 0%258 0.609

Mercury Blvd 26000 1% 0% 0.096 NAG F0% 0% C

Andrews Blvd

99%

From:To:

City of Hampton 1.12 0%258 0.618

Mercury Blvd 15000 1% 0% 0.104 16000G F0% 0% F G

SR 351 Pembroke Ave

99%

From:To:

City of Hampton 0.55 0%258 0.655

Mercury Blvd 9500 1% 1% 0.106 10000G F0% 0% C G

SR 169 Mallory St

98%

From:To:

City of Hampton 0.94 0%258 0.570

Mercury Blvd 3500 1% 1% 0.123 3700G F0% 0% F G

SR 143 Ingalls Rd

98%To:

City of Hampton 0.80 0%258 0.537

Ramp NA NA NA

US 258; 1US 258-P

US 58 FROM RTE 258To:

From:

Southampton County 0.20258

Ramp NA NA NA

1US 258-P C2US 258 US 58-W447AU

US 58 FROM RTE 258 & 258 BUSTo:

From:

Southampton County 0.22258

Ramp 18000 0.086 19000F F F

US 258 East Exit 63B Ramp to I-64 West

I-64 WestTo:

From:

City of Hampton (Maint: 99) 0.03258 0.53

5256/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 16000 0.079 17000G F G

US 258 E, Mercury Blvd

US 258 East Exit 63B Ramp to I-64 WestEast From:

To:

From:

City of Hampton (Maint: 99) 0.05

East

258

Ramp 6300 0.067 6700G F G

I-64 EastTo:

City of Hampton (Maint: 99) 0.14258

Ramp 9800 0.092 10000F F F

US 258 East Exit 63A Ramp to I-64 East

US 258 West Exit 63B Ramp to I-64 WestTo:

From:

City of Hampton (Maint: 99) 0.56

East

258

Ramp 3800 0.084 4100G F G

US 258 W, Mercury Blvd

I-64 EastTo:

From:

City of Hampton (Maint: 99)

West

258

Ramp 7800 0.093 8300F F F

US 258 W, Mercury Blvd

I-64 WestTo:

From:

City of Hampton (Maint: 99) 0.26

West

258

Ramp

US 58 TO RTE 258

1US 258-P C2US 258 US 258- 9BUTo:

From:

Southampton CountyP

58 0.14 See US 58 for directional traffic volume estimates for this segment.258

Main St 6900 0% 0% 0.103 7300F F0% 0% F F

SR 10 Bypass

Grace Street

99%

Bus From:

To:

From:

Town of Smithfield (Maint: 46) 0.20 0%

Bus

258 0.589

Main St 4200 0% 0% 0.102 4400F F0% 0% F F

Cary Street

99%

Bus From:

To:

Town of Smithfield (Maint: 46) 0.10 0%258 0.519

Main St 2800 1% 1% 0.102 2900F F1% 0% C F

Church Street

97%

BusBus From:

To:

Town of Smithfield (Maint: 46) 0.34 0%258

Main Street

0.521

Church St 9600 0% 0% 0.121 10000F F0% 0% F F

Red Point Drive

99%

BusBus From:To:

Town of Smithfield (Maint: 46)10 0.79 0%258 0.509

South Church St 9900 0% 0% 0.103 10000F F0% 0% C F

Battery Park Road

99%

BusBus From:To:

Town of Smithfield (Maint: 46)10 0.79 0%258 0.525

South Church St 11000 0% 0% 0.098 12000F F0% 0% F F

SR 10 Bypass

99%To:

Town of Smithfield (Maint: 46)10 0.85 0%258 0.555

South St 8500 0% 1% 0.076 9100G F0% 0% F G

US 258 Smith Ferry Road

SCL Franklin

98%

Bus From:

To:

From:

Southampton County 0.01 0%

Bus

258 0.508

South St 5700 0% 1% 0.081 6100G F0% 0% C G

College Drive

98%

Bus From:

To:

City of Franklin 0.28 0%258 0.513

South St 6900 0% 1% 0.08 7400G F0% 0% F G

Bank Street

98%To:

City of Franklin 0.25 0%258 0.502

5266/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

South St 6200 0% 1% 0.084 6700G F0% 0% F G

Bank Street

Roosevelt Street

98%

Bus From:To:

From:

City of Franklin 0.35 0%

Bus

258 0.51

South St 6200 0% 1% 0.085 6600G F0% 0% F G

Oak Street

98%

Bus From:To:

City of Franklin 0.15 0%258 0.517

South St 11000 0% 1% 0.085 12000G F0% 0% F G

Pretlow Street

98%

Bus From:To:

City of Franklin 0.16 0%258 0.534

South St 4600 0% 1% 0.082 4900G F0% 0% F G

High Street

98%

Bus From:To:

City of Franklin 0.21 0%258 0.514

South St 2400 1% 1% 0.08 2600G F1% 2% C G

Main Street

95%

Bus From:

To:

City of Franklin 0.16 0%258

South Street

0.54

Main St 2200 1% 1% 0.078 2300G F1% 1% C G

Second Avenue

96%

Bus From:

To:

City of Franklin 0.29 0%258

Main Street

0.553

Second Avenue 4400 1% 1% 0.087 4700G F1% 1% F G

Bus US 58 Mechanic Street

96%

BusBus From:

To:

City of Franklin 0.12 0%258

US 258

0.511

E 2nd Ave 6700 1% 1% 0.091 7900G F0% 1% F G

ECL Franklin

98%

BusBus From:

To:

City of Franklin58 0.19 0%258 0.553

6700 1% 1% 0.091 7900G F0% 1% F G

Isle of Wight County Line

98%

BusBus From:

To:

58 0%258

Southampton County Line

0.553

Carrsville Hwy 5300 1% 1% 0.088 5500F F0% 1% F F

US 258 Walters Hwy

98%To:

58 1.57 0%258 0.526

Grace St 3300 0% 1% 0.101 3500G F1% 0% C G

Main St

Cary St

98%

ALT From:To:

From:

Town of Smithfield (Maint: 46) 0.14 0%

ALT

258 0.584

Grace St 2300 0% 1% 0.114 2400F F0% 0% C F

North Church St

98%To:

Town of Smithfield (Maint: 46) 0.34 0%258 0.73

Mayland Rd 8200 1% 1% 0.091 8200G F1% 4% F G

US 11 Valley Pike

82-619 Wampler Rd; Phillips Store Rd

93%

From:

To:

From:

Rockingham County 2.34 0%259 0.602

Mayland Rd 8200 1% 1% 0.092 8100G F1% 4% C G

ECL Broadway

93%

From:

To:

Rockingham County 1.61 0%259 0.571

Mayland Rd 8200 1% 1% 0.092 8100N F1% 4% N N

SR 42 East of Broadway

93%

From:

To:

Town of Broadway (Maint: 82) 0.45 0%259 0.571

W Lee St 6300 1% 1% 0.083 6700N F1% 1% N N

CL Broadway

96%To:

Town of Broadway (Maint: 82)42 0.29 0%259 0.577

5276/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

W Lee St 6300 1% 1% 0.083 6700G F1% 1% F G

CL Broadway

SR 42 BROADWAY

96%

From:To:

From:

Town of Broadway (Maint: 82)42 0.33 0%259 0.577

Brocks Gap Rd 7900 1% 1% 0.088 8500G F1% 4% F G

WCL Broadway

93%

From:To:

Town of Broadway (Maint: 82) 0.36 0%259 0.633

Brocks Gap Rd 7900 1% 1% 0.088 8500N F1% 4% N N

82-613 E, Turleytown Rd

93%

From:To:

Town of Broadway (Maint: 82) 2.92 0%259 0.633

Brocks Gap Rd 5100 1% 1% 0.084 5100G F2% 11% F G

82-612 Hopkins Gap Rd

85%

From:To:

Rockingham County 3.75 0%259 0.648

Brocks Gap Rd 2700 1% 1% 0.095 2700G F2% 11% C G

82-820 Fitzwater

85%

From:

To:

Rockingham County 7.35 0%259

82-820 Bergton Rd

0.723

Brocks Gap Rd 1800 1% 2% 0.101 1800G F3% 16% C G

West Virginia State Line

79%

From:

To:

Rockingham County 2.41 0%259 0.682

Carpers Pike 2900 1% 1% 0.097 2900F F5% 1% C F

US 50 Northwestern Pike

91%To:

Frederick County 4.99 0%259 0.758

S Main Street 4900 1% 1% 0.09 5200G F1% 1% C G

SR 259 SOUTH

SR 42

96%

ALT From:

To:

From:

Town of Broadway (Maint: 82)42 0.32 0%

ALT

259

SR 42 Main St

0.593

Broadway Ave 1200 1% 1% 0.093 1200G F0% 0% C G

SR 259 Mayland Rd, Timber Way

98%To:

Town of Broadway (Maint: 82) 0.72 0%259 0.511

Statler Blvd 7700 0% 0% 0.092 8200G F0% 0% C G

Old Greenville Rd

Richmond Rd

99%

From:To:

From:

City of Staunton 0.84 0%261 0.557

Statler Blvd 11000 0% 0% 0.092 12000G F0% 0% C G

New Hope Rd

99%

From:To:

City of Staunton 0.78 0%261 0.504

Statler Blvd 12000 0% 0% 0.093 13000G F0% 0% F G

Commerce Rd

99%

From:To:

City of Staunton 0.14 0%261 0.515

Statler Blvd 9200 0% 0% 0.088 9700G F0% 0% F G

Beverly St

99%

From:To:

City of Staunton 0.25 0%261 0.552

Statler Blvd 8500 0% 0% 0.089 9000G F0% 0% F G

Coalter St

99%To:

City of Staunton 0.04 0%261 0.556

Ramp I-81 N Exit 220 to SR 262 2000 0% 1% 0.094 2000F F0% 1% F F

I-81 North

SR 262 Woodrow Wilson Pkwy

98%

From:

To:

From:

Augusta County 0.21 0%262

I-81

14000 1% 1% 0.096 NAG F1% 2% C

US 11 Greenville Ave

95%

From:

To:

Augusta County 1.07 0%262 0.615

13000 1% 1% 0.1 14000G F1% 2% F G

07-613 Old Greenville Rd

95%To:

Augusta County 0.94 0%262 0.635

5286/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

14000 1% 1% 0.099 15000G F1% 2% F G

07-613 Old Greenville Rd

SR 252 Middlebrook Rd

95%

From:To:

From:

Augusta County 1.13 0%262 0.624

11000 1% 1% 0.1 12000G F1% 2% F G

SR 254

95%

From:To:

Augusta County 1.87 0%262 0.624

7000 1% 1% 0.106 7400G F1% 2% F G

WCL Staunton

95%

From:To:

Augusta County 1.83 0%262 0.544

7000 1% 1% 0.106 7400G F1% 2% F G

US 250 Churchville Ave

95%

From:To:

City of Staunton (Maint: 07) 0.58 0%262 0.544

Woodrow Wilson Pkwy 7300 1% 1% 0.1 7700G F1% 1% C G

07-613 Spring Hill Rd

97%

From:

To:

City of Staunton (Maint: 07) 2.22 0%262 0.719

Woodrow Wilson Pkwy 8700 1% 1% 0.096 9200G F1% 1% C G

US 11 Commerce Rd

97%

From:

To:

City of Staunton (Maint: 07) 1.74 0%262 0.741

Woodrow Wilson Pkwy 11000 1% 1% 0.103 12000G F1% 1% F G

ECL Staunton

97%

From:

To:

City of Staunton (Maint: 07) 1.34 0%262 0.517

Woodrow Wilson Pkwy 11000 1% 1% 0.103 12000N F1% 1% N N

I-81

97%

From:

To:

Augusta County 0.05 0%262 0.517

Woodrow Wilson Pkwy 5900 0% 1% 0.111 5800G F1% 1% C G

SR 254 Hermitage Rd; New Hope Rd

96%To:

Augusta County 0.93 0%262 0.559

Ramp to I-81 S at Exit 225 2600 0.091 2600F F F

SR 262 Ramps

I-81 SouthTo:

From:

Augusta County 0.21262

Ramp to I-81 N at Exit 225 2400 0.106 2400F F F

SR 262 Ramps

I-81 NorthTo:

From:

Augusta County 0.23262

Ramp to I-81 S at Exit 220 1700 0.091 1800F F F

SR 262 Woodrow Wilson Pkwy

I-81 SouthTo:

From:

Augusta County

East

262

Ramp toward I-81 S at Exit 225 E 2600 0.102 2600G F G

SR 275 E

Ramp SR 275 5ATo:

From:

Augusta County 0.06

East

262

Ramp toward I-81 N at Exit 225 E 2400 0.215 2400G F G

SR 262 Woodrow Wilson Pkwy

Ramp SR 262 13BTo:

From:

Augusta County 0.02

East

262

Ramp toward I-81 S at Exit 225 W 430 0.121 430G F G

SR 262 W, Woodrow Wilson Pkwy

Ramp SR 262 13ATo:

From:

Augusta County 0.03

West

262

Ramp toward I-81 N at Exit 225 W 700 0.137 700G F G

SR 262 Woodrow Wilson Pkwy

Ramp SR 262 13BTo:

From:

Augusta County 0.03

West

262

5296/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp to I-81 N at Exit 220 5200 0.091 5200F F F

I-81 North

SR 262 Ramp I-81 N Exit 220 to SR 262To:

From:

Augusta CountyP

262

Orkney Grade 740 0% 1% 0.131 670F F0% 1% F F

85-659 Shrine Mont Circle

85-717 Alum Springs Rd

97%

From:To:

From:

Shenandoah County 1.75 0%263 0.56

Orkney Grade 1900 1% 1% 0.103 1800F F3% 4% C F

W SR 42

91%

From:

To:

Shenandoah County 4.74 0%263

E SR 42

0.531

1900 1% 1% 0.119 1900A A1% 0% C A

85-716 Graveltown Road

98%

From:

To:

Shenandoah County 1.46 0%263

85-716 Lutz Hollow Road

0.61

Orkney Grade 3400 1% 1% 0.091 3100F F1% 3% C F

WCL Mt. Jackson

95%

From:

To:

Shenandoah County 4.36 0%263 0.522

3400 1% 1% 0.091 3100N F1% 3% N N

US 11

95%To:

Town of Mount Jackson (Maint: 85) 0.52 0%263 0.522

Ramp 8200 0.148 8700F F F

I-264 East Exit 8A & I-264 West Exit 8A Ramp Merge

SR 337 Berkley AveTo:

From:

City of Norfolk (Maint: 64)337P

0.18264

Ramp 25000 0.081 26000F F F

I-264 East Exit 14A & I-264 West Exit 14A

I-64 EastTo:

From:

City of Norfolk (Maint: 64) 0.12264 0.707

Ramp 45000 0.076 48000F F F

I-264 West Exit 14C & I-264 East Exit 14C

I-64 WestTo:

From:

City of Norfolk (Maint: 64) 0.18264 0.694

22000 0% 1% 0.125 25000G F2% 5% F G

I-64; I-664

WCL Portsmouth

93%

East From:

To:

From:

City of Chesapeake (Maint: 64) 1.10 0%

East

264

46000 1% 1% 0.087 51000G F1% 5% F G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.708

22000 0% 1% 0.125 25000G F2% 5% F G

Greenwood Drive

93%

East From:To:

City of Portsmouth (Maint: 64) 0.23 0%264

46000 1% 1% 0.087 51000G F1% 5% F G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.708

21000 0% 1% 0.126 24000G F2% 5% F G

SR 239 Victory Blvd

93%

East From:To:

City of Portsmouth (Maint: 64) 1.29 0%264

44000 1% 1% 0.111 48000G F1% 5% F G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.932

25000 0% 1% 0.134 28000A A2% 5% C A

SR 337 Portsmouth Blvd

93%

To:

City of Portsmouth (Maint: 64) 1.16 0%264

50000 1% 1% 0.107 55000A A1% 5% C A93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.662

5306/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

ALTALT

24000 0% 1% 0.116 27000G F2% 5% F G

SR 337 Portsmouth Blvd

US 17 Frederick Blvd

93%

ALTALTEast From:

To:

From:

City of Portsmouth (Maint: 64)460P

460 0.50 0%

East

264

49000 1% 1% 0.085 54000G F1% 5% F G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.682

18000 0% 1% 0.114 20000G F2% 5% F G

SR 164

93%

ALTALTEast From:

To:

City of Portsmouth (Maint: 64)460P

460 0.99 0%264

46000 1% 1% 0.094 51000G F1% 5% F G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.742

30000 0% 1% 0.113 33000G F2% 5% F G

SR 141 Effingham St

93%

ALTALTEast From:To:

City of Portsmouth (Maint: 64)460P

460 0.67 0%264

63000 1% 1% 0.09 70000G F1% 5% F G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.577

Elizabeth River Downtown Tunnel 32000 0% 1% 0.086 33000G F2% 5% F G

WCL Norfolk

93%

ALTALTEast From:To:

City of Portsmouth (Maint: 64)460P

460 0.87 0%264

65000 1% 1% 0.090 69000G A1% 5% F G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.502

Elizabeth River Downtown Tunnel 32000 0% 1% 0.086 33000G F2% 5% F G

I-464, SR 337

93%

ALTEast From:To:

City of Norfolk (Maint: 64)460P

460 0.55 0%264

65000 1% 1% 0.090 69000G A1% 5% F G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.502

Berkley Bridge 47000 0% 1% 0.109 51000G F2% 5% F G

ALT US 460

93%

East From:

To:

City of Norfolk (Maint: 64)460 337 0.41 0%264

86000 1% 1% 0.086 93000G A1% 5% F G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.667

41000 0% 1% 0.109 44000N F2% 5% N N

SR 337 Tidewater Dr

93%

ALTEast From:

To:

City of Norfolk (Maint: 64)337 0.26 0%264

80000 1% 1% 0.085 87000N F1% 5% N N93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.508

41000 0% 1% 0.109 44000G F2% 5% F G

US 460 Brambleton Ave

93%

East From:

To:

City of Norfolk (Maint: 64)460 337 0.65 0%264

80000 1% 1% 0.085 87000G F1% 5% F G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.508

52000 0% 1% 0.104 57000G F2% 5% F G

SR 405 Ballentine Blvd

93%

East From:To:

City of Norfolk (Maint: 64) 0.81 0%264

107000 1% 1% 0.09 116000G F1% 5% F G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.577

51000 0% 1% 0.106 55000G F2% 5% F G

US 13 Military Hwy

93%

East From:To:

City of Norfolk (Maint: 64) 2.34 0%264

103000 1% 1% 0.09 113000G F1% 5% F G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.576

34000 0% 1% 0.098 36000F F0% 1% F F

I-64 Hampton Roads Beltway

98%

To:

City of Norfolk (Maint: 64) 1.05 0%264

NA 0.09 NAFCombined Traffic Estimates for Parallel Roadways on this Route: 0.576

5316/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Virginia Beach Norfolk Expwy 66000 0% 1% 0.097 70000G F0% 1% F G

I-64 Hampton Roads Beltway

SR 403 Newtown Rd; WCL Virginia Beach

98%

East From:

To:

From:

City of Norfolk (Maint: 75) 0.74 0%

East

264

SR 403 Newtown Rd; ECL Norfolk

106000 0% 1% 0.077 112000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.601

Virginia Beach Norfolk Expwy 93000 0% 1% 0.094 98000G F2% 5% F G

SR 190 Witchduck Rd

93%

East From:

To:

City of Virginia Beach (Maint: 75) 1.40 0%264

198000 0% 1% 0.078 208000G F1% 3% F G95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.568

Virginia Beach Norfolk Expwy 84000 0% 1% 0.089 90000F F0% 1% F F

SR 225 Independence Blvd

98%

East From:To:

City of Virginia Beach (Maint: 75) 1.28 0%264

166000 0% 1% 0.086 179000F B0% 1% F F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.570

Virginia Beach Norfolk Expwy 62000 0% 1% 0.087 70000F F2% 5% F F

Rosemont Rd

93%

East From:To:

City of Virginia Beach (Maint: 75) 2.34 0%264

127000 0% 1% 0.080 140000F F1% 3% F F95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.517

Virginia Beach Norfolk Expwy 60000 0% 1% 0.105 63000A A0% 1% C A

Lynnhaven Pkwy

98%

East From:To:

City of Virginia Beach (Maint: 75) 1.84 0%264

121000 0% 1% 0.101 128000A A0% 1% C A98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.551

Virginia Beach Norfolk Expwy 52000 0% 1% 0.084 56000F F0% 1% F F

London Bridge Rd

98%

East From:

To:

City of Virginia Beach (Maint: 75) 0.54 0%264

109000 0% 1% 0.08 116000F F1% 3% F F95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.516

Virginia Beach Norfolk Expwy 42000 0% 1% 0.082 44000F F0% 1% F F

US 58 Virginia Beach Blvd

98%

East From:

To:

City of Virginia Beach (Maint: 75) 0.63 0%264

87000 0% 1% 0.081 92000F F0% 0% F F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.503

Virginia Beach Norfolk Expwy 28000 0% 1% 0.083 29000F F0% 1% F F

First Colonial Rd

98%

East From:

To:

City of Virginia Beach (Maint: 75) 1.42 0%264

61000 0% 1% 0.080 64000F F1% 3% F F95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.535

Virginia Beach Norfolk Expwy 24000 0% 1% 0.083 26000F F0% 1% F F

Birdneck Rd

98%

East From:To:

City of Virginia Beach (Maint: 75) 1.36 0%264

50000 0% 1% 0.080 53000F F1% 3% F F95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.535

Virginia Beach Norfolk Expwy 12000 0% 1% 0.079 13000F F0% 1% F F

Parks Ave

98%

To:

City of Virginia Beach (Maint: 75) 0.64 0%264

24000 0% 1% 0.079 25000F F1% 3% F F95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.502

Ramp 2100 0.155 2300G F G

I-264 East

124-8540 E, Greenwood DrTo:

From:

City of Portsmouth (Maint: 64) 0.32

East

264

5326/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 3200 0.097 3400G F G

I-264 East

124-8540 W, Greenwood DrTo:

From:

City of Portsmouth (Maint: 64) 0.10

East

264

Ramp 4200 0.105 4500G F G

I-264 East

124-8599 Cavalier BlvdTo:

From:

City of Portsmouth (Maint: 64) 0.14

East

264

Ramp 2100 0.099 2300G F G

I-264 East

SR 337 E, Portsmouth BlvdTo:

From:

City of Portsmouth (Maint: 64) 0.14

East

264

Ramp 11000 0.111 11000G F G

I-264 East

I-264 East Exit 5B to SR 164East From:

To:

From:

City of Portsmouth (Maint: 64) 0.17

East

264

Ramp 3500 0.084 3500G F G

US 17 Frederick BlvdTo:

City of Portsmouth (Maint: 64)264

Ramp 7500 0.127 7500G F G

I-264 East Exit 5A Ramp to US 17

SR 164To:

From:

Norfolk Maintenance Area

East

264

Ramp 2600 0.11 2800G F G

I-264-E TO DES MOINES AVE

124-8559 FROM RT 264To:

From:

City of Portsmouth (Maint: 64)

East

264

Ramp 4700 0.167 5000G F G

I-264 East

SR 141 S, Effingham StTo:

From:

City of Portsmouth (Maint: 64) 0.20

East

264

Ramp 5900 0.126 6300G F G

I-264 East

I-264 East Exit 7C Ramp to Pavilion DrEast From:

To:

From:

City of Portsmouth (Maint: 64) 0.10

East

264

Ramp 2200 0.114 2300G F G

SR 141 N, Effingham StTo:

City of Portsmouth (Maint: 64) 0.13264

Ramp 3700 0.134 3900G F G

I-264 East Exit 7B Ramp to SR 141 N

Pavilion DrTo:

From:

City of Portsmouth (Maint: 64) 0.21

East

264

Ramp 2600 0.251 2700F F F

I-264 East

I-264 West Exit 8A RampTo:

From:

City of Norfolk (Maint: 64) 0.42

East

264

Ramp 1200 0.129 1300G F G

I-264 East

US 460 W, Brambleton AveTo:

From:

City of Norfolk (Maint: 64) 0.21

East

264

Ramp 5600 0.102 5900G F G

I-264 East

SR 405 Ballentine BlvdTo:

From:

City of Norfolk (Maint: 64) 0.10

East

264

5336/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 2800 0.146 3000G F G

I-264 East Collector Rd

US 13 S, Military HighwayTo:

From:

City of Norfolk (Maint: 64) 0.14

East

264

Ramp 5300 0.089 5600G F G

I-264 East Collector Rd

US 13 N, Military HighwayTo:

From:

City of Norfolk (Maint: 64) 0.14

East

264

Collector Road 18000 0.102 19000G F G

I-264 East

I-264 East Exit 13AEast From:

To:

From:

City of Norfolk (Maint: 64) 0.11

East

264

Collector Road 15000 0.1 16000G F G

US 13 South Exit 47AEast From:

To:

City of Norfolk (Maint: 64) 0.07264

Collector Road 24000 0.092 25000G F G

I-264 East Exit 13BEast From:

To:

City of Norfolk (Maint: 64) 0.11264

Collector Road 18000 0.095 20000G F G

US 13 North Exit 47AEast From:

To:

City of Norfolk (Maint: 64) 0.09264

Collector Road 25000 0% 1% 0.089 27000F F1% 1% F F

I-264 East Exit 14A

98%

East From:

To:

City of Norfolk (Maint: 64) 0.42 0%264

Collector Road 19000 0.090 20000F F F

I-64 East Exit 284BEast From:

To:

City of Norfolk (Maint: 64) 0.18264

Collector Road 24000 0.090 26000F F F

I-264 East Exit 14BEast From:

To:

City of Norfolk (Maint: 64) 0.21264

Collector Road 20000 0.094 21000F F F

I-64 West Exit 284BEast From:

To:

City of Norfolk (Maint: 64) 0.09264

Collector Road 44000 0.079 48000G F G

I-264 East Exit 15AEast From:

To:

City of Norfolk (Maint: 64) 0.23264

Collector Road NA NA NA

SR 403 South Exit AEast From:

To:

City of Norfolk (Maint: 64) 0.15264

Collector Road NA NA NA

I-264 East Exit 15BEast From:

To:

City of Norfolk (Maint: 64) 0.21264

Collector Road 37000 0% 1% 0.078 36000G F0% 1% F G

I-264 East

98%To:

City of Norfolk (Maint: 64) 0.17 0%264

Ramp 6700 0.097 7100F F F

I-264 East Collector Rd

I-264 West Exit 14A Ramp to I-64 EastTo:

From:

City of Norfolk (Maint: 64) 0.16

East

264

5346/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 4300 0.079 4600F F F

I-264 East Collector Rd

I-64 WestTo:

From:

City of Norfolk (Maint: 64) 0.12

East

264

Ramp 12000 0.093 13000F F F

I-264 East

I-264 West Exit 14CTo:

From:

City of Norfolk (Maint: 64) 0.25

East

264

Ramp 15000 0.082 16000F F F

I-264 East Collector Rd

SR 403 Newtown RdTo:

From:

City of Virginia Beach (Maint: 75) 0.22

East

264

Ramp 8100 0.087 8100G F G

I-264-E013X

SR 403 Newtown RdTo:

From:

City of Virginia Beach (Maint: 75) 0.25

East

264

Ramp NA NA NA

I-264-E015A FROM RT 264

SR 403 FROM RT 264To:

From:

City of Virginia Beach (Maint: 75) 0.03

East

264

Ramp 9100 0.079 9700G F G

I-264-E TO RT 190

SR 190 FROM I-264To:

From:

City of Virginia Beach (Maint: 75) 0.14

East

264

Ramp 19000 0.096 20000G F G

I-264 East

I-264 East Exit 17C Ramp to Alicia DrEast From:

To:

From:

City of Virginia Beach (Maint: 75) 0.16

East

264

Ramp 18000 0.092 18000G F G

Independence Blvd SouthTo:

City of Virginia Beach (Maint: 75) 0.30264

Ramp 11000 0.08 12000G F G

I-264 East

SR 225 Independence BlvdTo:

From:

City of Virginia Beach (Maint: 75) 0.16

East

264

Ramp 2200 0.135 2400G F G

I-264-E017A TO ALICIA DRIVE

134-8700 Bonney RdTo:

From:

City of Virginia Beach (Maint: 75) 0.50

East

264

Ramp 12000 0.103 13000F F F

I-264 East

134-13 Rosemont RdTo:

From:

City of Virginia Beach (Maint: 75) 0.24

East

264

Ramp 9100 0.098 9700G F G

I-264 East

Lynnhaven Pkwy SouthTo:

From:

City of Virginia Beach (Maint: 75)

East

264

Ramp 3900 0.094 4200G F G

I-264 East

Lynnhaven Pkwy NorthTo:

From:

City of Virginia Beach (Maint: 75) 0.22

East

264

Ramp 15000 0.083 16000F F F

I-264 East

Ramps to US 58 EB and US 58 WBTo:

From:

City of Virginia Beach (Maint: 75) 0.38

East

264

5356/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp NA NA NA

I-264-E020B TO ROUTE 58 BUS VA BEACH BL

US 58 FROM ROUTE 264 WESTTo:

From:

City of Virginia Beach (Maint: 75) 0.01

East

264

Ramp NA NA NA

I-264-E020A TO ROUTE 58 BUS VA BEACH BL

C7US 58 FROM ROUTE 264 EASTTo:

From:

City of Virginia Beach (Maint: 75) 0.17

East

264

Ramp 3100 0.1 3300G F G

I-264 East

First Colonial Rd SouthTo:

From:

City of Virginia Beach (Maint: 75)

East

264

Ramp 4800 0.083 5100G F G

I-264 East

First Colonial Rd NorthTo:

From:

City of Virginia Beach (Maint: 75) 0.20

East

264

Ramp 13000 0.103 14000G F G

I-264 East

134-8723 Birdneck RdTo:

From:

City of Virginia Beach (Maint: 75) 0.11

East

264

Ramp 4700 0.179 5000F F F

I-264 Reversible

I-264 EastTo:

From:

City of Norfolk (Maint: 64) 0.01

Rev

264

Ramp 6300 0.100 6700F F F

I-64 WB I-664 EB

I-264 WB; I-664 WB

West From:

To:

From:

City of Chesapeake (Maint: 64) 0.46

West

264

I-64; I-664

24000 1% 1% 0.111 26000F F1% 5% F F

WCL Portsmouth

92%

West From:

To:

City of Chesapeake (Maint: 64) 0.71 0%264

46000 1% 1% 0.092 51000G F1% 5% F G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.682

24000 1% 1% 0.111 26000F F1% 5% F F

Greenwood Drive

92%

West From:

To:

City of Portsmouth (Maint: 64) 0.61 0%264

46000 1% 1% 0.092 51000G F1% 5% F G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.682

23000 1% 1% 0.118 25000G F1% 5% F G

SR 239 Victory Blvd

92%

West From:To:

City of Portsmouth (Maint: 64) 1.34 0%264

44000 1% 1% 0.1 48000G F1% 5% F G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.643

25000 1% 1% 0.139 27000A A1% 5% C A

SR 337 Portsmouth Blvd

92%

ALTALTWest From:To:

City of Portsmouth (Maint: 64) 0.75 0%264

50000 1% 1% 0.107 55000A A1% 5% C A93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.662

25000 1% 1% 0.122 28000G F1% 5% F G

US 17 Frederick Blvd

92%

To:

City of Portsmouth (Maint: 64)460P

460 0.84 0%264

49000 1% 1% 0.085 54000G F1% 5% F G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.682

5366/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

ALTALT

28000 1% 1% 0.116 31000G F1% 5% F G

US 17 Frederick Blvd

SR 164

92%

ALTALTWest From:

To:

From:

City of Portsmouth (Maint: 64)460P

460 0.55 0%

West

264

46000 1% 1% 0.094 51000G F1% 5% F G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.742

33000 1% 1% 0.114 36000G F1% 5% F G

SR 141 Effingham St

92%

ALTALTWest From:

To:

City of Portsmouth (Maint: 64)460P

460 1.17 0%264

63000 1% 1% 0.09 70000G F1% 5% F G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.577

Elizabeth River Downtown Tunnel 34000 1% 1% 0.079 36000G F1% 5% F G

WCL Norfolk

92%

ALTALTWest From:To:

City of Portsmouth (Maint: 64)460P

460 0.45 0%264

65000 1% 1% 0.082 69000G F1% 5% F G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.506

Elizabeth River Downtown Tunnel 34000 1% 1% 0.079 36000G F1% 5% F G

I-464, SR 337

92%

ALTWest From:To:

City of Norfolk (Maint: 64)460P

460 0.56 0%264

65000 1% 1% 0.082 69000G F1% 5% F G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.506

Berkley Bridge 40000 1% 1% 0.081 42000G A1% 5% F G

Tidewater Drive

92%

West From:To:

City of Norfolk (Maint: 64)460 337 0.78 0%264

86000 1% 1% 0.086 93000G A1% 5% F G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.667

39000 1% 1% 0.1 43000G F1% 5% F G

US 460, SR 168, SR 166 Brambleton Ave

92%

West From:

To:

City of Norfolk (Maint: 64)337 0.84 0%264

80000 1% 1% NA 87000N 1% 5% N N93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

54000 1% 1% 0.09 59000G F1% 5% F G

SR 405 Ballentine Blvd

92%

West From:

To:

City of Norfolk (Maint: 64) 0.87 0%264

107000 1% 1% 0.09 116000G F1% 5% F G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.577

53000 1% 1% 0.091 57000G F1% 5% F G

US 13 Military Hwy

92%

West From:

To:

City of Norfolk (Maint: 64) 2.01 0%264

103000 1% 1% 0.09 113000G F1% 5% F G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.576

23000 1% 1% 0.090 25000F F1% 5% F F

I-64 Hampton Roads Beltway

92%

West From:To:

City of Norfolk (Maint: 64) 1.08 0%264

NA 0.09 NAFCombined Traffic Estimates for Parallel Roadways on this Route: 0.576

Virginia Beach Norfolk Expwy 40000 0% 1% 0.08 42000F F0% 1% F F

SR 403 Newtown Rd; WCL Virginia Beach

98%

West From:

To:

City of Norfolk (Maint: 75) 0.30 0%264

SR 403 Newtown Rd; ECL Norfolk

106000 0% 1% 0.079 112000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.666

Virginia Beach Norfolk Expwy 104000 0% 1% 0.075 111000F F0% 1% F F

SR 190 Witchduck Rd

98%

To:

City of Virginia Beach (Maint: 75) 1.63 0%264

198000 0% 1% 0.076 208000G F1% 3% F G95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.553

5376/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Virginia Beach Norfolk Expwy 82000 0% 1% 0.076 89000F F0% 1% F F

SR 190 Witchduck Rd

SR 225 Independence Blvd

98%

West From:

To:

From:

City of Virginia Beach (Maint: 75) 1.21 0%

West

264

166000 0% 1% 0.086 179000F B0% 1% F F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.570

Virginia Beach Norfolk Expwy 65000 0% 1% 0.081 69000F F0% 1% F F

Rosemont Rd

98%

West From:

To:

City of Virginia Beach (Maint: 75) 2.74 0%264

127000 0% 1% 0.084 140000F F1% 3% F F95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.506

Virginia Beach Norfolk Expwy 61000 0% 1% 0.103 65000A A0% 1% C A

Lynnhaven Pkwy

98%

West From:To:

City of Virginia Beach (Maint: 75) 1.59 0%264

121000 0% 1% 0.101 128000A A0% 1% C A98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.551

Virginia Beach Norfolk Expwy 57000 1% 1% 0.08 60000F F1% 5% F F

London Bridge Rd

92%

West From:To:

City of Virginia Beach (Maint: 75) 0.56 0%264

109000 0% 1% 0.082 116000F F1% 3% F F95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.502

Virginia Beach Norfolk Expwy 45000 0% 0% 0.09 48000F F0% 0% F F

US 58 Virginia Beach Blvd

99%

West From:To:

City of Virginia Beach (Maint: 75) 0.79 0%264

87000 0% 1% 0.08 92000F F0% 0% F F98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.528

Virginia Beach Norfolk Expwy 33000 1% 1% 0.09 35000F F1% 5% F F

First Colonial Rd

92%

West From:

To:

City of Virginia Beach (Maint: 75) 1.19 0%264

61000 0% 1% 0.080 64000F F1% 3% F F95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.535

Virginia Beach Norfolk Expwy 25000 1% 1% 0.089 27000F F1% 5% F F

Birdneck Rd

92%

West From:

To:

City of Virginia Beach (Maint: 75) 1.52 0%264

50000 0% 1% 0.081 53000F F1% 3% F F95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.514

Virginia Beach Norfolk Expwy 12000 1% 1% 0.103 12000F F1% 5% F F

Parks Ave

92%

To:

City of Virginia Beach (Maint: 75) 0.66 0%264

24000 0% 1% 0.079 25000F F1% 3% F F95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.515

Ramp 20000 0.111 21000F F F

I-264 West

I-664 WestTo:

From:

City of Chesapeake (Maint: 64) 0.42

West

264

Ramp 1700 0.099 1800G F G

I-264 West

124-8540 E, Greenwood DrTo:

From:

City of Portsmouth (Maint: 64)

West

264

Ramp 2300 0.12 2500G F G

I-264 West

124-8540 W, Greenwood DrTo:

From:

City of Portsmouth (Maint: 64) 0.27

West

264

Ramp 6800 0.093 7200G F G

I-264 West

SR 239 Victory BlvdTo:

From:

City of Portsmouth (Maint: 64) 0.20

West

264

5386/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp

ALT

2900 0.125 3100G F G

I-264 West

SR 337 W, Portsmouth BlvdTo:

From:

City of Portsmouth (Maint: 64)460P

0.37

West

264

Ramp 6800 0.097 7200G F G

I-264 West

US 17 N, Frederick BlvdTo:

From:

City of Portsmouth (Maint: 64) 0.25

West

264

Ramp 11000 0.134 12000G F G

I-264 West

I-264 West Exit 7B Ramp to Court StWest From:

To:

From:

City of Portsmouth (Maint: 64) 0.02

West

264

Ramp 8100 0.123 8600G F G

Bart StTo:

City of Portsmouth (Maint: 64) 0.07264

Ramp 3200 0.169 3400G F G

I-264 West 7A Ramp to Bart St

Court StTo:

From:

City of Portsmouth (Maint: 64) 0.18

West

264

Ramp 5600 0.133 5900F F F

I-264 West, I-464 South

I-264 East Exit 8A RampTo:

From:

City of Norfolk (Maint: 64)337P

0.22

West

264

Ramp NA NA NA

IS-00264-W(B)/INSPECTION STA ROAD (RESTRICTED

IS-00464-S(B)/FROM INSPECTION STATIONTo:

From:

City of Norfolk (Maint: 64) 0.06

West

264

Ramp From I-264 WB to City Hall Ave NA NA NA

I-264 WB

City Hall Ave WBTo:

From:

City of Norfolk (Maint: 64)

West

264

Ramp NA NA NA

IS-00264-W(B)/TO WATERSIDE DRIVE

A1SR-00337(U)/A1SR-00337-S003A(L)/Gap TerminuTo:

From:

City of Norfolk (Maint: 64) 0.44

West

264

Ramp 5000 0.119 5300G F G

I-264 West

I-264 West Exit 11C Ramp to Claiborne AveTo:

From:

City of Norfolk (Maint: 64) 0.06

West

264

Ramp 10000 0.073 11000G F G

I-264 West

US 460 E, Brambleton AveTo:

From:

City of Norfolk (Maint: 64) 0.12

West

264

Ramp 5200 0.106 5500G F G

I-264 West

SR 405 Ballentine BlvdTo:

From:

City of Norfolk (Maint: 64) 0.15

West

264

Ramp 6400 0.142 6800G F G

I-264 West Collector Rd

US 13 S, Military HighwayTo:

From:

City of Norfolk (Maint: 64) 0.12

West

264

Ramp 9000 0.079 9600G F G

I-264 West Collector Rd

US 13 N, Military HighwayTo:

From:

City of Norfolk (Maint: 64) 0.15

West

264

5396/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 1700 0.214 1800F F F

I-264 West

I-264 ReversibleTo:

From:

City of Norfolk (Maint: 64) 0.06

West

264

Collector Road 38000 1% 1% 0.082 42000F F1% 5% F F

I-264 West

Ramp from SR 403 North

92%

West From:To:

From:

City of Norfolk (Maint: 64) 0.09 0%

West

264

Collector Road 46000 0.081 49000F F F

Ramp from SR 403 SouthWest From:

To:

City of Norfolk (Maint: 64) 0.27264

Collector Road 58000 0.079 62000F F F

I-264 West Exit 14CWest From:

To:

City of Norfolk (Maint: 64) 0.45264

Collector Road 26000 0.09 28000F F F

Ramp from I-64 West Exit 284AWest From:

To:

City of Norfolk (Maint: 64) 0.14264

Collector Road 33000 0.085 36000F F F

I-264 West Exit 14BWest From:

To:

City of Norfolk (Maint: 64) 0.17264

Collector Road 25000 0.078 27000F F F

Ramp from I-64 East Exit 284AWest From:

To:

City of Norfolk (Maint: 64) 0.13264

Collector Road 38000 0.074 40000F F F

I-264 West Exit 13BWest From:

To:

City of Norfolk (Maint: 64) 0.42264

Collector Road 26000 0.087 28000G F G

Ramp from US 13 NorthWest From:

To:

City of Norfolk (Maint: 64) 0.08264

Collector Road 29000 0.084 31000G F G

I-264 West Exit 13AWest From:

To:

City of Norfolk (Maint: 64) 0.11264

Collector Road 23000 0.085 24000G F G

Ramp from US 13 SouthWest From:

To:

City of Norfolk (Maint: 64) 0.09264

Collector Road 28000 0.076 30000G F G

I-264 WestTo:

City of Norfolk (Maint: 64) 0.16264

Ramp 18000 0.077 19000F F F

I-264 West

I-264 East Exit 14A Ramp to I-64 EastTo:

From:

City of Norfolk (Maint: 64) 0.24

West

264

Ramp 8600 0.108 9200F F F

I-264 West Collector Rd

I-64 EastTo:

From:

City of Norfolk (Maint: 64) 0.18

West

264

Ramp 34000 0.072 36000F F F

I-264 West Collector Rd

I-264 East Exit 14C Ramp to I-64 WestTo:

From:

City of Norfolk (Maint: 64) 0.08

West

264

5406/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 6600 1% 1% 0.076 7200F F1% 5% F F

I-264 Collector Rd

SR 403 Newtown Rd

92%To:

From:

City of Virginia Beach (Maint: 75) 0.22 0%

West

264

Ramp 6200 0.091 6700G F G

I-264-W TO RT 190

SR 190 FROM I-264To:

From:

City of Virginia Beach (Maint: 75) 0.13

West

264

Ramp 5300 0.107 5600G F G

I-264-W TO HOLLAND ROAD

SR 225 TO AND FROM RTTo:

From:

City of Virginia Beach (Maint: 75)

West

264

Ramp 6700 0.087 7200G F G

I-264-W TO RT 225

C7US 58 TO RT 44To:

From:

City of Virginia Beach (Maint: 75) 0.25

West

264

Ramp 7300 0.091 7800G F G

I-264 West

134-13 Rosemont RdTo:

From:

City of Virginia Beach (Maint: 75) 0.18

West

264

Ramp 5500 0.111 5900G F G

I-264 West

Lynnhaven Pkwy SouthTo:

From:

City of Virginia Beach (Maint: 75) 0.16

West

264

Ramp 3400 0.104 3700F F F

I-264 West

Lynnhaven PkwyTo:

From:

City of Virginia Beach (Maint: 75) 0.15

West

264

Ramp 3900 0.086 4100F F F

I-264 West

First Colonial RdTo:

From:

City of Virginia Beach (Maint: 75) 0.17

West

264

Dulles Greenway 12000 0% 0% 0.175 13000G F0% 0% F G

US 15 Leesburg Bypass

SCL Leesburg

98%

East From:

To:

From:

Town of Leesburg (Maint: 53) 0.39 0%

East

267

25000 0% 1% 0.100 26000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.861

Dulles Greenway 12000 0% 0% 0.175 13000G F0% 0% F G

Battlefield Pkwy

98%

East From:To:

Town of Leesburg (Maint: 53) 0.75 0%267

25000 0% 1% 0.100 26000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.861

Dulles Greenway 13000 0% 0% 0.182 14000G F0% 0% F G

53-653 Shreve Mill Rd

98%

East From:To:

Loudoun County 2.08 0%267

27000 0% 1% 0.102 28000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.885

Dulles Greenway 14000 0% 0% 0.184 15000G F0% 0% F G

53-659 Belmont Ridge Rd

98%

To:

Loudoun County 2.26 0%267

28000 0% 1% 0.107 29000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.846

5416/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Dulles Greenway 11000 0% 0% 0.184 13000G F0% 0% F G

53-659 Belmont Ridge Rd

53-901 Claiborne Pkwy

98%

East From:

To:

From:

Loudoun County 1.06 0%

East

267

21000 0% 1% 0.108 25000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.861

Dulles Greenway 12000 0% 0% 0.184 15000G F0% 0% F G

53-772 Ashburn Village Blvd

98%

East From:

To:

Loudoun County 1.79 0%267

24000 0% 1% 0.111 29000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.85

Dulles Greenway 14000 0% 0% 0.211 16000G F0% 0% F G

53-1950 Loudoun County Pkwy

98%

East From:To:

Loudoun County 1.40 0%267

27000 0% 1% 0.115 33000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.873

Dulles Greenway 16000 0% 0% 0.213 19000G F0% 0% F G

53-606 Old Ox Rd

98%

East From:To:

Loudoun County 1.08 0%267

31000 0% 1% 0.117 36000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.911

Dulles Greenway 15000 0% 0% 0.202 18000G F0% 0% F G

SR 28 Sully Rd

98%

East From:To:

Loudoun County 1.72 0%267

29000 0% 1% 0.121 35000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.871

Dulles Toll Rd 30000 0% 0% 0.127 36000G F0% 0% F G

Fairfax County Line

98%

East From:

To:

Loudoun County (Maint: 29) 1.23 0%267

Loudoun County Line

62000 0% 1% 0.093 74000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.691

Dulles Toll Rd 30000 0% 0% 0.127 36000G F0% 0% F G

29-657 Centreville Rd

98%

East From:

To:

Fairfax County 0.94 0%267

62000 0% 1% 0.093 74000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.691

Dulles Toll Rd 36000 0% 0% 0.112 43000G F0% 0% F G

WCL Herndon

98%

East From:

To:

Fairfax County (Maint: 999) 1.36 0%267

74000 0% 1% 0.088 87000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.648

Dulles Toll Rd 36000 0% 0% 0.112 43000G F0% 0% F G

29-7100 Fairfax County Pkwy; ECL Herndon

98%

East From:To:

Fairfax County (Maint: 999) 0.37 0%267

74000 0% 1% 0.088 87000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.648

Dulles Toll Rd 37000 0% 0% 0.112 44000G F0% 0% F G

29-602 Reston Pkwy

98%

East From:To:

Fairfax County (Maint: 999) 0.97 0%267

76000 0% 1% 0.088 90000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.648

Dulles Toll Rd 40000 0% 0% 0.121 47000G F0% 0% F G

29-828 Wiehle Ave

98%

To:

Fairfax County (Maint: 999) 1.04 0%267

79000 0% 1% 0.096 94000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.570

5426/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Dulles Toll Rd 40000 0% 0% 0.118 47000G F0% 0% F G

29-828 Wiehle Ave

29-674 Hunter Mill Rd

98%

East From:

To:

From:

Fairfax County (Maint: 999) 1.88 0%

East

267

79000 0% 1% 0.096 93000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.570

Dulles Toll Rd 40000 0% 1% 0.121 50000G F1% 1% F G

SR 7 Leesburg Pike

97%

East From:

To:

Fairfax County (Maint: 999) 3.41 0%267

80000 0% 1% 0.097 101000G F1% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.573

Dulles Toll Rd 37000 0% 0% 0.115 44000G F0% 0% F G

29-684 International Drive

98%

East From:To:

Fairfax County (Maint: 999) 0.63 0%267

76000 0% 1% 0.097 91000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.585

Dulles Toll Rd 36000 0% 0% 0.101 43000G F0% 0% F G

I-495 Capital Beltway

98%

East From:To:

Fairfax County (Maint: 999) 1.60 0%267

82000 0% 1% 0.085 97000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.564

Dulles Toll Rd Connector 20000 0% 0% 0.1 24000G F0% 0% F G

SR 123 Chain Bridge Rd

98%

East From:To:

Fairfax County 0.26 0%267

39000 0% 1% 0.097 46000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.520

Dulles Toll Rd Connector 19000 0% 0% 0.093 22000G F0% 0% F G

I-66 East

98%

To:

Fairfax County 2.46 0%267

39000 0% 1% 0.087 47000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.72

Ramp 11000 0.116 11000G F G

SR 267-E TO RT 49500- CAPITAL BELTWAY

I-495-S From RT 267 EastTo:

From:

Fairfax County

East

267

Ramp 15000 0.103 15000G F G

SR 267-E026A TO RT 495 NORTH00- CAPITAL B

I-495-N From RT 267 EastTo:

From:

Fairfax County 0.49

East

267

Ramp NA NA NA

SR 267-E TO WEST FALLS CHURCH STATION-BU

29-99004-W000A FROM & TO RT 267To:

From:

Fairfax County 0.08

East

267

Dulles Greenway 12000 0% 1% 0.161 13000G F0% 1% F G

US 15 Leesburg Bypass

SCL Leesburg

98%

West From:To:

From:

Town of Leesburg (Maint: 53) 0.68 0%

West

267

25000 0% 1% 0.100 26000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.861

Dulles Greenway 12000 0% 1% 0.161 13000G F0% 1% F G

Battlefield Pkwy

98%

To:

Town of Leesburg (Maint: 53) 0.34 0%267

25000 0% 1% 0.100 26000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.861

5436/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Dulles Greenway 13000 0% 1% 0.174 14000G F0% 1% F G

Battlefield Pkwy

53-653 Shreve Mill Rd

98%

West From:

To:

From:

Loudoun County 2.31 0%

West

267

27000 0% 1% 0.102 28000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.885

Dulles Greenway 14000 0% 1% 0.182 15000G F0% 1% F G

53-659 Belmont Ridge Rd

98%

West From:

To:

Loudoun County 2.31 0%267

28000 0% 1% 0.107 29000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.846

Dulles Greenway 11000 0% 1% 0.183 13000G F0% 1% F G

53-901 Claiborne Pkwy

98%

West From:To:

Loudoun County 0.87 0%267

21000 0% 1% 0.108 25000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.861

Dulles Greenway 12000 0% 1% 0.196 14000G F0% 1% F G

53-772 Ashburn Village Blvd

98%

West From:To:

Loudoun County 1.82 0%267

24000 0% 1% 0.111 29000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.85

Dulles Greenway 14000 0% 1% 0.2 16000G F0% 1% F G

53-1950 Loudoun County Pkwy

98%

West From:To:

Loudoun County 1.32 0%267

27000 0% 1% 0.115 33000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.873

Dulles Greenway 15000 0% 1% 0.204 18000G F0% 1% F G

53-606 Old Ox Rd

98%

West From:

To:

Loudoun County 1.24 0%267

31000 0% 1% 0.117 36000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.911

Dulles Greenway 15000 0% 1% 0.211 17000G F0% 1% F G

SR 28 Sully Rd

98%

West From:

To:

Loudoun County 1.75 0%267

29000 0% 1% 0.121 35000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.871

Dulles Toll Rd 33000 0% 1% 0.116 39000G F0% 1% F G

Fairfax County Line

98%

West From:

To:

Loudoun County (Maint: 29) 1.24 0%267

Loudoun County Line

62000 0% 1% 0.093 74000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.691

Dulles Toll Rd 33000 0% 1% 0.116 39000G F0% 1% F G

29-657 Centreville Rd

98%

West From:To:

Fairfax County (Maint: 999) 1.29 0%267

62000 0% 1% 0.093 74000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.691

Dulles Toll Rd 37000 0% 1% 0.112 44000G F0% 1% F G

WCL Herndon

98%

West From:To:

Fairfax County (Maint: 999) 1.44 0%267

74000 0% 1% 0.088 87000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.648

Dulles Toll Rd 37000 0% 1% 0.112 44000G F0% 1% F G

ECL Herndon

98%

To:

Town of Herndon (Maint: 999) 0.37 0%267

74000 0% 1% 0.088 87000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.648

5446/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Dulles Toll Rd 37000 0% 1% 0.112 44000G F0% 1% F G

ECL Herndon

29-7100 Fairfax County Pkwy

98%

West From:

To:

From:

Fairfax County (Maint: 999) 0.30 0%

West

267

74000 0% 1% NA 87000G 0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

Dulles Toll Rd 39000 0% 1% 0.112 46000G F0% 1% F G

29-602 Reston Pkwy

98%

West From:

To:

Fairfax County (Maint: 999) 0.62 0%267

76000 0% 1% 0.088 90000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.648

Dulles Toll Rd 39000 0% 1% 0.109 47000G F0% 1% F G

29-828 Wiehle Ave

98%

West From:To:

Fairfax County (Maint: 999) 1.03 0%267

79000 0% 1% 0.096 94000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.570

Dulles Toll Rd 39000 0% 1% 0.109 46000G F0% 1% F G

29-674 Hunter Mill Rd

98%

West From:To:

Fairfax County (Maint: 999) 1.84 0%267

79000 0% 1% 0.096 93000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.570

Dulles Toll Rd 40000 0% 1% 0.110 50000G F0% 1% C G

SR 7 Leesburg Pike

98%

West From:To:

Fairfax County (Maint: 999) 3.47 0%267

80000 0% 1% 0.097 101000G F1% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.573

Dulles Toll Rd 39000 0% 1% 0.101 46000G F0% 1% F G

29-684 International Drive

98%

West From:

To:

Fairfax County (Maint: 999) 1.11 0%267

76000 0% 1% 0.097 91000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.585

Dulles Toll Rd 46000 0% 1% 0.101 55000G F0% 1% F G

I-495 Capital Beltway

98%

West From:

To:

Fairfax County (Maint: 999) 1.16 0%267

82000 0% 1% 0.09 97000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.608

Dulles Toll Rd Connector 19000 0% 1% 0.108 23000G F0% 1% F G

SR 123 Chain Bridge Rd

98%

West From:

To:

Fairfax County 0.21 0%267

39000 0% 1% 0.097 46000G F0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.520

Dulles Toll Rd Connector 21000 0% 1% 0.122 25000G F0% 1% F G

I-66

98%

To:

Fairfax County 2.40 0%267

39000 0% 1% NA 47000G 0% 1% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

Ramp 4400 0.126 4400G F G

SR 267 West

I-495 NorthTo:

From:

Fairfax County 0.22

West

267

Longdale Furnace Rd 900 0% 1% 0.089 930G F0% 2% C G

I-64, US 60; SR 42

03-632 Longdale Furnace Rd

97%

From:

To:

From:

Alleghany County42 0.18 0%269

03-632 Golf Course View

0.531

Longdale Furnace Rd 440 0% 0% 0.099 450G F0% 0% C G

I-64, US 60

99%To:

Alleghany County 6.62 0%269 0.569

5456/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 70 0.204 70G F G

SR 269 Longdale Furnace Rd

I-64 EastTo:

From:

Alleghany County269

Ramp 70 0.161 70G F G

SR 269 Longdale Furnace Rd

I-64 WestTo:

From:

Alleghany County 0.32269

Bull Run Rd 2900 0% 0% 0.085 2900G F0% 0% C G

US 58 Bus

SR 63

99%To:

From:

Town of Saint Paul (Maint: 97) 0.26 0%270 0.510

Pouncey Tract Rd 9300 1% 1% 0.1 9900G F1% 0% C G

US 250 Broad Street Rd

Nuckols Rd

98%

From:To:

From:

Henrico County 2.51 0%271 0.540

Pouncey Tract Rd 4800 1% 1% 0.098 5100G F2% 0% F G

Goochland County Line

96%

From:

To:

Henrico County 1.19 0%271

Henrico County Line

0.538

Pouncey Tract Rd 5700 1% 1% 0.093 5700G F2% 0% C G

Hanover County Line

96%

From:

To:

Goochland County 0.53 0%271

Goochland County Line

0.559

Pouncey Tract Rd 2100 1% 1% 0.106 2100F F1% 1% C F

42-622 Rockville Rd; Hill Dr

97%To:

Hanover County 3.11 0%271 0.662

South Quay Rd 1300 0% 1% 0.115 1300G F1% 0% C G

SR 189

US 58 South Quay Rd

97%To:

From:

City of Suffolk 1.24 0%272 0.732

Farmers Dr 5300 1% 1% 0.101 5200F F1% 3% F F

SR 30 New Kent Hwy

SR 33

94%To:

From:

New Kent County 5.33 0%273 0.683

Riverside Dr 770 2% 2% 0.154 760F F0% 1% C F

US 58 Grayson Pkwy

SR 94 Scenic Rd; Riverside Dr

96%To:

From:

Grayson County 7.36 0%274 0.752

Keezletown Rd 4300 1% 1% 0.101 4200G F1% 1% C G

SR 256 Weyers Cave Rd

Rockingham County Line

97%

From:

To:

From:

Augusta County 1.77 0%276

Augusta County Line

0.533

Cross Keys Rd 3900 0% 1% 0.106 3900G F0% 1% C G

82-682 Friedens Ch Rd

97%

From:

To:

Rockingham County 3.04 0%276 0.503

Cross Keys Rd 5200 0% 1% 0.11 5200G F0% 1% C G

SR 253 Port Republic Rd

97%

From:

To:

Rockingham County 2.42 0%276 0.515

Cross Keys Rd 5300 0% 1% 0.103 5600G F0% 1% F G

82-689 Shen Lake Dr

97%

From:

To:

Rockingham County 1.36 0%276 0.508

Cross Keys Rd 5300 0% 1% 0.103 5600N F0% 1% N N

US 33 Spotswood Trail

97%To:

Rockingham County 0.86 0%276 0.508

5466/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Fairfax Pike 7600 0% 1% 0.088 8000F F1% 4% C F

US 11 Main Street

ECL Stephens City

94%

From:To:

From:

Town of Stephens City (Maint: 34) 0.15 0%277 0.523

Fairfax Pike 7600 0% 1% 0.088 8000N F1% 4% N N

I-81

94%

From:To:

Frederick County 0.08 0%277 0.523

Fairfax Pike 11000 1% 1% 0.094 12000F F1% 3% C F

34-726 Lakeview Circle

93%

From:To:

Frederick County 1.76 0%277 0.577

Fairfax Pike 9000 1% 1% 0.093 8900F F1% 3% F F

US 522 Front Royal Pike

93%To:

Frederick County 0%277 0.62

Ramp to I-81 S at Exit 307 2600 0.081 2600G F G

SR 277 Fairfax Pike

I-81 SouthTo:

From:

Frederick County 0.24277

Ramp to I-81 N at Exit 307 4600 0.099 4600G F G

SR 277 Fairfax Pike

I-81 NorthTo:

From:

Frederick County 0.18277

King Street North 19000 1% 0% 0.096 20000G F0% 0% F G

US 258 Mercury Blvd

114-7047 Old Fox Hill Rd

99%

From:

To:

From:

City of Hampton 0.10 0%278 0.656

King St 14000 1% 0% 0.096 15000G F0% 0% F G

Lamington Rd

99%

From:

To:

City of Hampton 0.85 0%278 0.667

King St 4800 1% 0% 0.101 5100G F0% 0% C G

Langley Air Force Base

99%To:

City of Hampton 0.69 0%278 0.752

Great Neck Rd 27000 0% 1% 0.093 28000G F0% 0% F G

US 58 Va Beach Blvd

First Colonial Rd

99%

From:To:

From:

City of Virginia Beach 2.35 0%279 0.518

Great Neck Rd 33000 0% 1% 0.090 35000G F0% 0% F G

Shorehaven Dr

99%

From:To:

City of Virginia Beach 0.99 0%279 0.519

Great Neck Rd 28000 0% 1% 0.085 30000G F0% 0% F G

Adam Keeling Rd

99%

From:To:

City of Virginia Beach 1.42 0%279 0.514

N Great Neck Rd 23000 0% 1% 0.086 25000G F0% 0% C G

US 60 Shore Dr

99%To:

City of Virginia Beach 0.79 0%279 0.549

3600 1% 1% 0.102 3800G F2% 8% C G

SR 895 Pocahontass Pkwy

43-7723 Charles City Rd

88%To:

From:

Henrico County 0%281 0.585

Trail of the Lonesome Pine 9300 0% 0% 0.084 10000G F0% 0% C G

Bus US 23

Alt US 58; US 23

99%To:

From:

City of Norton (Maint: 97) 0.36 0%283 0.555

Tinkling Spring Rd 10000 0% 1% 0.086 11000N F1% 1% N N

07-935 Expo Rd; SR 285

I-64

97%To:

From:

Augusta County 0.31 0%285 0.576

5476/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Tinkling Spring Rd 14000 0% 1% 0.093 15000G F1% 1% C G

I-64

US 250 Jefferson Hwy

98%To:

From:

Augusta County 1.54 0%285 0.604

Ramp 3000 0% 1% 0.09 3000G F1% 3% C G

SR 285 Tinkling Spring Rd

I-64 East

94%To:

From:

Augusta County 0.25 1%285

Ramp 5300 0% 1% 0.106 5300G F1% 3% C G

SR 285 Tinkling Spring Rd

I-64 West

94%To:

From:

Augusta County 0.25 1%285

Fairfax County Pkwy 18000 1% 1% 0.124 21000N A0% 1% N N

US 1 Richmond Hwy

29-617 Backlick Rd

97%

From:To:

From:

Fairfax County 0%286 0.516

Fairfax County Pkwy 18000 1% 1% 0.124 21000A A0% 1% C A

29-611 Telegraph Rd

97%

From:

To:

Fairfax County 0%286 0.516

Fairfax County Pkwy 31000 1% 1% 0.082 36000G F0% 1% F G

I-95; 29-790 Alban Rd

97%

From:

To:

Fairfax County 0%286

29-7900 Franconia Springfeld Pkwy

0.595

Fairfax County Pkwy 46000 1% 0% 0.091 51000G F0% 0% F G

29-640 Sydenstricker Rd

99%

From:

To:

Fairfax County 0%286 0.755

Fairfax County Pkwy 40000 1% 1% 0.084 42000G F1% 1% F G

29-636 Hooes Rd

97%

From:

To:

Fairfax County 0%286

SR 123 Ox Rd

0.726

See Non-Inventoried Fairfax County Pkwy for the missing downstream section.

Fairfax County Pkwy 48000 1% 1% 0.079 51000G F1% 1% F G

29-643 Burke Centre Pkwy

97%

From:

To:

Fairfax County 0%286 0.523

See Non-Inventoried Fairfax County Pkwy for the missing upstream section.

Fairfax County Pkwy 53000 1% 1% 0.078 56000G F1% 1% F G

29-654 Popes Head Rd

97%

From:To:

Fairfax County 0%286 0.521

Fairfax County Pkwy 56000 1% 1% 0.076 59000G F1% 1% F G

29-620 Braddock Rd

97%

From:To:

Fairfax County 0%286 0.534

Fairfax County Pkwy 66000 1% 1% 0.08 70000G F1% 1% F G

US 29 Lee Highway

97%

From:To:

Fairfax County 0%286 0.566

Fairfax County Pkwy 61000 1% 1% 0.078 65000G F1% 1% F G

I-66

97%

From:

To:

Fairfax County 0.94 0%286 0.552

Fairfax County Pkwy 55000 0% 1% 0.083 59000G F1% 0% F G

29-7700 Fair Lakes Pkwy

98%

From:

To:

Fairfax County 0%286 0.609

Fairfax County Pkwy 48000 0% 1% 0.086 52000G F1% 0% F G

US 50 Lee Jackson Mem Hwy

98%

From:

To:

Fairfax County 0%286 0.554

Fairfax County Pkwy 43000 0% 1% 0.091 46000G F1% 0% F G

29-7140 Tuckaway Dr; Springhaven Dr

98%To:

Fairfax County 0%286 0.535

5486/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Fairfax County Pkwy 38000 0% 1% 0.091 41000G F1% 0% F G

29-7140 Tuckaway Dr; Springhaven Dr

29-6819 Franklin Farm Rd

98%

From:To:

From:

Fairfax County 0%286 0.561

Fairfax County Pkwy 30000 0% 1% 0.129 33000A A1% 0% C A

29-608 West Ox Rd

98%

From:To:

Fairfax County 0%286 0.594

Fairfax County Pkwy 34000 0% 1% 0.083 36000G F1% 0% F G

29-665 Fox Mill Rd

98%

From:To:

Fairfax County 0%286 0.574

Fairfax County Pkwy 32000 0% 1% 0.082 35000G F1% 0% F G

29-5320 Sunrise Valley Dr

98%

From:To:

Fairfax County 0%286 0.566

Fairfax County Pkwy 41000 0% 1% 0.083 43000G F1% 0% F G

SR 267 Dulles Toll Rd

98%

From:

To:

Fairfax County 0%286 0.507

Fairfax County Pkwy 49000 0% 1% 0.087 52000G F1% 0% F G

29-606 Baron Cameron Ave

98%

From:

To:

Fairfax County 0%286 0.545

Fairfax County Pkwy 20000 0% 1% 0.091 22000G F1% 0% F G

SR 7 Leesburg Pike

98%To:

Fairfax County 0%286 0.699

Ramp 12000 0.085 13000F F F

SR 286 N, Fairfax County Pkwy

I-66 West Collector RdTo:

From:

Fairfax County

North

286

Ramp 2700 0.084 2900F F F

SR 286 N, Fairfax County Pkwy

I-66 East Collector RdTo:

From:

Fairfax County

North

286

Ramp 7400 0.088 7900F F F

SR 286 S, Fairfax County Pkwy

I-66 West Collector RdTo:

From:

Fairfax County

South

286

Ramp 3100 0.091 3300F F F

SR 286 S, Fairfax County Pkwy

I-66 East Collector RdTo:

From:

Fairfax County

South

286

Berlin Tpke 5600 1% 2% 0.092 5500N F1% 1% N N

Bus SR 7

NCL Purcellville

95%

From:To:

From:

Town of Purcellville (Maint: 53) 0.55 0%287 0.535

Berlin Tpke 5600 1% 2% 0.092 5500F F1% 1% C F

SR 9 Charles Town Pike

95%

From:To:

Loudoun County 3.21 0%287 0.535

Berlin Tpke 10000 1% 1% 0.092 9900F F2% 1% C F

53-693 Morrisonville Rd; Ash George Rd

95%

From:

To:

Loudoun County 2.37 0%287 0.565

Berlin Tpke 6200 0% 1% 0.078 6300G F2% 1% F G

SCL Lovettsville

96%

From:

To:

Loudoun County 3.37 0%287 0.718

Berlin Tpke 6200 0% 1% 0.078 6300N F2% 1% N N

SR 287 Par; Town Center Dr

96%To:

Town of Lovettsville (Maint: 53) 0.77 0%287 0.718

5496/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Berlin Tpke 4600 0% 1% 0.105 4900F F2% 1% F F

SR 287 Par; Town Center Dr

53-673 S, East Broad Way

96%

From:

To:

From:

Town of Lovettsville (Maint: 53) 0.06 0%287

9800 1% 1% 0.094 10000F F2% 1% F F95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.606

Berlin Tpke 6200 0% 1% 0.078 6300N F2% 1% N N

SR 287 Par; 53-673 N, West Broad Way

96%

From:

To:

Town of Lovettsville (Maint: 53) 0.05 0%287

11000 1% 1% NA 11000N 2% 1% N N95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.718

Berlin Tpke 6100 0% 1% 0.102 6400N F2% 1% N N

NCL Lovettsville

96%

From:To:

Town of Lovettsville (Maint: 53) 0.58 0%287 0.64

Berlin Tpke 6100 0% 1% 0.102 6400F F2% 1% C F

Maryland State Line

96%To:

Loudoun County 1.75 0%287 0.64

Berlin Tpke 5300 1% 2% 0.095 5100F F2% 1% F F

SR 287; 53-1388 S, Town Center Dr

53-1388 N, Town Center Dr

94%

From:To:

From:

Town of Lovettsville (Maint: 53)P

0.05 0%287

11000 1% 1% NA 11000N 2% 1% N N95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

Berlin Tpke 5200 1% 2% 0.092 5100F F2% 1% C F

SR 287 N ; 53-673 Broad Way

94%

To:

Town of Lovettsville (Maint: 53)P

0.06 0%287

9800 1% 1% 0.092 10000F F2% 1% F F95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.565

SR 288 N Ramp 13000 1% 1% 0.149 14000A A1% 8% F A

I-95 N

Ramp from I-95 S

90%

From:

To:

From:

Chesterfield County 0.63 0%288

I-95

18000 0% 1% 0.117 20000F F1% 6% F F91% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.644

35000 0% 1% 0.097 40000G F1% 3% F G

US 1 Jefferson Davis Hwy

95%

From:To:

Chesterfield County 0%288 0.65

39000 0% 1% 0.101 43000G F1% 3% F G

SR 145 Chester Rd

95%

From:To:

Chesterfield County 0%288 0.632

38000 0% 1% 0.101 43000G F1% 3% F G

SR 10 Iron Bridge Rd

95%

From:To:

Chesterfield County 3.88 0%288 0.606

47000 0% 1% 0.127 52000A A1% 3% C A

20-604 Courthouse Rd

95%

From:To:

Chesterfield County 2.95 0%288 0.564

40000 0% 1% 0.102 45000G F1% 3% F G

US 360 Hull Street Rd

95%

From:

To:

Chesterfield County 4.09 0%288 0.585

51000 0% 1% 0.097 58000G F1% 3% F G

SR 76 Powhite Parkway

95%

From:

To:

Chesterfield County 2.79 0%288

20-720 Lucks Lane

0.564

42000 0% 1% 0.146 47000G A1% 2% F G

20-668 Woolridge Rd

95%

From:

To:

Chesterfield County 0%288 0.613

39000 0% 1% 0.146 45000G A1% 2% F G

US 60 Midlothian Tpke

96%To:

Chesterfield County 0%288 0.613

5506/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

38000 0% 1% 0.142 42000A A1% 2% C A

US 60 Midlothian Tpke

Powhatan County Line

95%

From:

To:

From:

Chesterfield County 0%288

Chesterfield County Line

0.621

38000 0% 1% 0.142 42000A A1% 2% C A

72-711 Huguenot Trail

95%

From:To:

Powhatan County 1.87 0%288 0.621

45000 0% 1% 0.146 49000A A1% 2% C A

Goochland County Line

96%

From:

To:

Powhatan County 1.54 0%288

Powhatan County Line

0.613

45000 0% 1% 0.146 49000A A1% 2% C A

SR 6 Patterson Ave

96%

From:To:

Goochland County 1.57 0%288 0.613

World War II Veterans Mem Hwy 37000 0% 1% 0.1 42000G F1% 2% F G

West Creek Parkway

96%

From:

To:

Goochland County 0.64 0%288 0.500

World War II Veterans Mem Hwy 37000 0% 1% 0.181 42000G A1% 2% F G

Tuckahoe Creek Parkway

96%

From:

To:

Goochland County 1.68 0%288 0.584

40000 0% 1% 0.181 43000A A1% 2% C A

US 250 Broad St

95%

From:

To:

Goochland County 1.79 0%288 0.584

37000 0% 1% 0.140 42000G B1% 2% F G

I-64

96%To:

Goochland County 0.85 0%288 0.54

Ramp 11000 0% 1% 0.189 14000G A1% 2% C G

SR 288 North

I-64 East

96%To:

From:

Goochland County 0%

North

288

Ramp 5900 1% 2% 0.128 6000A A2% 9% C A

SR 288 N

I-64 W

87%To:

From:

Goochland County 0%

North

288

Ramp 12000 0% 1% 0.105 14000F F1% 3% F F

SR 288 S, Ramp to I-95 North

I-95 South

95%To:

From:

Chesterfield County 0.21 0%

South

288

SR 288 S Ramp 5200 0% 1% 0.113 5800F F1% 3% F F

SR 288 S, Ramp to I-95 South

I-95 North

95%

To:

From:

Chesterfield CountyP

0.47 0%288

18000 0% 1% 0.101 20000F F1% 6% F F91% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.795

Franconia Springfield Pkwy 29000 1% 0% 0.153 31000A A0% 0% C A

29-7100 Fairfax County Pkwy; 29-638 Rolling Rd

I-95

99%

From:

To:

From:

Fairfax County 0%289 0.708

Franconia Springfield Pkwy 33000 1% 0% 0.097 35000G F0% 0% F G

29-2677 Frontier Dr

99%

From:

To:

Fairfax County 0%289 0.571

Franconia Springfield Pkwy 39000 1% 0% 0.095 42000G F0% 0% F G

29-613 Beulah St

99%To:

Fairfax County 0%289 0.503

5516/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Huffman Dr 6900 2% 0% 0.095 7300G F0% 0% F G

ECL Dayton

SR 42 John Wayland Hwy

97%

From:To:

From:

Town of Dayton (Maint: 82) 0.15 0%290 0.521

Huffman Dr 1500 2% 0% 0.118 1600G F0% 0% F G

S SR 42 Bus

97%

Bus From:To:

Town of Dayton (Maint: 82) 0.06 0%290 0.639

Main St 2700 0% 1% 0.105 2900G F2% 1% F G

N SR 42 BUS

97%

From:To:

Town of Dayton (Maint: 82)42 0.07 0%290 0.546

College St 1700 2% 0% 0.130 1800G F0% 0% C G

NCL Dayton

97%To:

Town of Dayton (Maint: 82) 0.33 0%290 0.568

Conicville Rd 11000 1% 1% 0.078 11000N F2% 6% N N

85-703; I-81

WCL Mt Jackson

90%

From:

To:

From:

Shenandoah County 0.16 0%292 0.513

Conicville Rd 11000 1% 1% 0.078 11000F F2% 6% C F

US 11 Main St

90%To:

Town of Mount Jackson (Maint: 85) 0.23 0%292 0.513

Ramp to I-81 S at Exit 273 1800 0.087 1800G F G

SR 292 Conicville Rd

I-81 SouthTo:

From:

Shenandoah County 0.19292

Ramp to I-81 N at Exit 273 2700 0.079 2700G F G

Ramp Merge

I-81 NorthTo:

From:

Shenandoah County 0.16292

West Main St 4400 1% 1% 0.088 4700G F0% 0% F G

Bus US 29; Memorial Dr

Bishop Rd

98%

From:To:

From:

City of Danville 0.54 0%293 0.562

West Main St 3900 1% 1% 0.088 4200G F0% 0% F G

Park Ave

98%

From:To:

City of Danville 0.49 0%293 0.571

West Main St 5800 1% 1% 0.096 6200G F0% 0% F G

Randolph St

98%

From:

To:

City of Danville 0.96 0%293

Canterbury St

0.525

West Main St 6600 1% 1% 0.095 7000G F0% 0% F G

SR 86 Central Blvd

98%

From:To:

City of Danville 0.37 0%293 0.547

West Main St 7600 1% 1% 0.093 8100G F0% 0% F G

South Main St

98%

From:To:

City of Danville 0.16 0%293 0.641

Main St 8100 1% 1% 0.088 8700G F0% 0% C G

Holbrook Ave

98%

From:

To:

City of Danville 0.04 0%293 0.545

Main St 6500 1% 1% 0.088 7000G F0% 0% F G

Jefferson Ave

98%

From:

To:

City of Danville 0.27 0%293 0.515

Main St 6700 1% 1% 0.088 7200G F0% 0% F G

Patton St

98%To:

City of Danville 0.28 0%293 0.541

5526/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Patton St 4300 1% 1% 0.092 4600G F0% 0% F G

South Ridge St

Bridge St; SR 293 P Main St

98%

From:

To:

From:

City of Danville 0.32 0%293

Bridge St

6800 1% 2% 0.1 7200G F0% 0% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.589

0.614

Main St Bridge 12000 1% 1% 0.093 12000G F0% 0% F G

US 58, US 360 Riverside Dr

98%

From:To:

City of Danville 0.22 0%293 0.625

North Main St 8200 0% 1% 0.089 8700G F0% 0% F G

Worsham St

98%

From:To:

City of Danville360 0.37 0%293 0.586

North Main St 9200 0% 1% 0.09 9700G F0% 0% F G

SR 360 Richmond Blvd

98%

From:To:

City of Danville360 0.33 0%293 0.579

North Main St 6000 0% 1% 0.092 6400G F0% 0% F G

Third Ave

98%

From:

To:

City of Danville 0.98 0%293 0.551

North Main St 7900 0% 1% 0.095 8400G F0% 0% C G

Franklin Tpke

98%

From:

To:

City of Danville 0.81 0%293 0.525

North Main St 3800 0% 1% 0.098 4100G F0% 0% F G

Bus US 29, Piney Forest Rd

98%To:

City of Danville 0.91 0%293 0.551

Main St 2400 1% 2% 0.124 2600G F0% 0% C G

SR 293 Ridge St

SR 293 Patton St; Bridge St

97%

To:

From:

City of DanvilleP

0%293

6800 1% 2% 0.1 7200G F0% 0% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.873

0.614

Prince William Pkwy 21000 1% 1% 0.079 22000G F1% 0% F G

SR 234 Dumfries Rd

SCL Manassas

97%

From:

To:

From:

Prince William County 0%294

ECL Manassas; Wellington Rd

0.566

Prince William Pkwy 32000 1% 1% 0.109 34000A A1% 0% C A

76-665 Ellis Rd

97%

From:To:

Prince William County 0%294 0.534

Prince William Pkwy 34000 1% 1% 0.085 36000G F1% 0% F G

76-612 Yates Ford Rd

97%

From:To:

Prince William County 0%294 0.549

Prince William Pkwy 25000 1% 1% 0.08 26000G F1% 0% F G

76-897 Scenic Point Place

97%

From:To:

Prince William County 0%294 0.503

Prince William Pkwy 23000 1% 1% 0.082 25000G F1% 0% F G

76-642 Hoadly Rd

97%

From:To:

Prince William County 0%294 0.518

Prince William Pkwy 38000 1% 1% 0.082 40000G F1% 0% F G

76-641 Old Bridge Rd

97%

From:

To:

Prince William County 0%294 0.512

Prince William Pkwy 37000 1% 1% 0.081 NAG F1% 0% F

76-1954 Hillendale Dr

97%

From:

To:

Prince William County 0%294 0.560

Prince William Pkwy 34000 1% 1% 0.081 36000G F1% 0% F G

76-640 Minnieville Rd

97%To:

Prince William County 0%294 0.578

5536/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Prince William Pkwy 39000 1% 1% 0.077 42000G F1% 0% F G

76-640 Minnieville Rd

76-2000 Smoketown Rd

97%

From:To:

From:

Prince William County 0%294 0.588

Prince William Pkwy 33000 1% 1% 0.077 35000G F1% 0% F G

76-1781 Telegraph Rd

97%

From:To:

Prince William County 0%294 0.634

Prince William Pkwy 60000 1% 1% 0.072 NAG F1% 0% F

I-95

97%

From:To:

Prince William County 0%294 0.643

Prince William Pkwy 31000 1% 1% NA NAG 0% 1% F

76-1299 York Dr; Summerland Dr

98%

From:To:

Prince William County 0%294

Prince William Pkwy 16000 1% 1% 0.072 18000G F1% 1% C G

76-1279 Longview Ave

97%

From:

To:

Prince William County 0%294 0.643

Prince William Pkwy 19000 1% 1% 0.073 20000G F0% 1% F G

US 1 Jefferson Davis Hwy

98%To:

Prince William County 0%294 0.552

Ramp 6800 0.086 6800G F G

76-3000-W014A

I-95 SouthTo:

From:

Prince William County294

Ramp 11000 0.096 11000G F G

SR 294 Prince William Pkwy

I-95 North Collector RdTo:

From:

Prince William County

East

294

Ramp 1700 0.124 1700G F G

SR 294 Prince William Pkwy

I-95 North Collector RdTo:

From:

Prince William County

West

294

Ramp From I-295 S (E) to I-95 N 720 1% 1% 0.117 660G F1% 22% F G

I-295 South

I-95 North

75%To:

From:

Prince George County 0.28 0%

East

295

Ramp 2200 0.091 2200G F G

I-295 East

US 460 E, County DrTo:

From:

Prince George County 0.35

East

295

Ramp 1300 0.149 1400A A A

I-295 East

US 460 W, County DrTo:

From:

Prince George County 0.52

East

295

Ramp 1900 0.127 1900G F G

I-295 East

SR 36 E, Oaklawn BlvdTo:

From:

City of Hopewell (Maint: 74) 0.17

East

295

Ramp 5800 0.122 5800G F G

I-295 East

SR 36 W, Oaklawn BlvdTo:

From:

City of Hopewell (Maint: 74) 0.31

East

295

Ramp 1900 0.117 2000G F G

I-295 East

SR 10 E, East Hundred RdTo:

From:

Chesterfield County 0.29

East

295

5546/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 1500 0.106 1600G F G

I-295 East

SR 10 W, East Hundred RdTo:

From:

Chesterfield County 0.33

East

295

Ramp 700 0.127 740G F G

I-295 East

SR 5 E, New Market RdTo:

From:

Henrico County 0.17

East

295

Ramp 1400 0.152 1500G F G

I-295 East

SR 5 W, New Market RdTo:

From:

Henrico County

East

295

Ramp 4900 1% 1% 0.109 5200G F2% 4% C G

I-295 East Collector Rd

US 60 E, Williamsburg Rd

92%To:

From:

Henrico County 0.23 0%

East

295

Ramp 1100 0% 2% 0.12 1200G F2% 4% C G

I-295 East Collector Rd

US 60 W, Williamsburg Rd

92%To:

From:

Henrico County 0.37 0%

East

295

Ramp (New Flyover) From I-295 E (SB) to I-64 EB 11000 1% 1% 0.087 12000G F0% 15% C G

I-295 South

I-64 East Collector Rd

82%To:

From:

Henrico County 0.77 0%

East

295

Ramp 310 2% 1% 0.129 330G F3% 22% C G

I-295 South Collector Rd

I-64 West Collector Rd

72%To:

From:

Henrico County 0.33 0%

East

295

Ramp (Old Loop) From I-295 E (SB) CD to I-64 EB 170 1% 3% 0.116 180G F1% 7% C G

I-295 South Collector Rd

I-64 East Collector Rd

89%To:

From:

Henrico County 0.23 1%

East

295

Collector Road 3900 1% 1% 0.123 4100G F2% 6% C G

I-295 East

I-295 East Exit 28D Ramp

90%

East From:

To:

From:

Henrico County 0.73 0%

East

295

I-295 South Exit 28D Ramp

Collector Road 3800 0.128 3800G F G

I-64 West Exit 200A RampEast From:

To:

Henrico County 0.23295

Collector Road 7300 0.105 7300G F G

I-295 South Exit 28E RampEast From:

To:

Henrico County 0.19295 0.616

Collector Road 7100 0.106 7100G F G

I-64 East Exit 200A RampEast From:

To:

Henrico County 0.20295 0.609

Collector Road 10000 0.132 11000A A A

I-295 East Exit 28B RampEast From:

To:

Henrico County 0.27295

Collector Road 9900 0.153 11000G F G

US 60 West RampTo:

Henrico County 0.17295

5556/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Collector Road 12000 0.107 12000G F G

US 60 West Ramp

I-295 East Exit 28A RampEast From:

To:

From:

Henrico County 0.17

East

295

Collector Road 6600 0.108 6600G F G

US 60 East RampEast From:

To:

Henrico County 0.22295

Collector Road 760 0.109 760G F G

I-295 EastTo:

Henrico County 0.28295

Ramp 1100 0.162 1200G F G

I-295-E TO ROUTE 156 NORTH-AIRPORT DRIV

SR 156 FROM ROUTE 295 EASTSOUTHTo:

From:

Henrico County 0.23

East

295

Ramp 6400 0.103 6800G F G

I-295 East

SR 156 S, Airport DrTo:

From:

Henrico County 0.28

East

295

Ramp 1600 0.164 1600G F G

I-295 East

42-615 N, Creighton RdTo:

From:

Hanover County 0.21

East

295

Ramp 3300 0.133 3300G F G

I-295 East

42-615 S, Creighton RdTo:

From:

Hanover County 0.26

East

295

Ramp 7700 0.123 7700G F G

I-295 East

US 360 E, Mechanicsville TpkeTo:

From:

Hanover County 0.25

East

295

Ramp 4300 0.12 4300G F G

I-295 East

US 360 W, Mechanicsville TpkeTo:

From:

Hanover County 0.31

East

295

Ramp 5800 0.148 5800G F G

I-295 East

42-627 E, Meadowbridge RdTo:

From:

Hanover County 0.18

East

295

Ramp 3000 0.117 3000G F G

I-295 East

42-627 W, Meadowbridge RdTo:

From:

Hanover County 0.19

East

295

Ramp 5400 0.139 5400G F G

I-295 East

US 301 N, Chamberlayne RdTo:

From:

Hanover County 0.27

East

295

Ramp 1700 0.115 1700G F G

I-295 East

US 301 S, Chamberlayne RdTo:

From:

Hanover County 0.46

East

295

Ramp (Loop) 7500 0.108 8000G F G

I-295 East Collector Road

I-95 NorthTo:

From:

Henrico County 0.24

East

295

5566/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 6800 0.115 7200G F G

I-295 East Collector Road

I-95 SouthTo:

From:

Henrico County 0.17

East

295

Ramp 3500 0.099 3700G F G

I-295 East Collector Road

US 1 N, Brook RdTo:

From:

Henrico County 0.16

East

295

Ramp 1200 0.202 1400A A A

I-295 E CD

US 1 S, Brook RdTo:

From:

Henrico County 0.30

East

295

Collector Distributor East at US 1, I-95 14000 0.146 15000A A A

I-295 E

I-295 E043D, To US 1 S, Brook RdEast From:

To:

From:

Henrico County 0.16

East

295

Collector Distributor East at US 1, I-95 13000 0.144 14000A A A

US 1 S, Ramp from US 1 S, Brook Rd

East From:

To:

Henrico County 0.14295

US 1 N, Ramp from US 1 N, Brook Rd

Collector Distributor East at US 1, I-95 15000 0.145 16000A A A

I-295 E043B To I-95 STo:

Henrico County 0.25295

Ramp 990 0.208 1100G F G

I-295 East

43-7663 N, Woodman RdTo:

From:

Henrico County 0.19

East

295

Ramp 1900 0.135 2100G F G

I-295 East

43-7663 S, Woodman RdTo:

From:

Henrico County 0.28

East

295

Ramp 1600 0.162 1700G F G

I-295 East

US 33 W, Staples Mill RdTo:

From:

Henrico County 0.20

East

295

Ramp 3200 0.125 3400G F G

I-295 East

US 33 E, Staples Mill RdTo:

From:

Henrico County 0.31

East

295

Ramp 5400 0.19 5800G F G

I-295 East

43-7706 W, Nuckols RdTo:

From:

Henrico County 0.22

East

295

Ramp 4200 0% 1% 0.223 4500G F0% 0% C G

I-295 East

43-7706 E, Nuckols Rd

98%To:

From:

Henrico County 0.47 0%

East

295

6700 1% 1% 0.127 6500A A1% 20% F A

I-95 North

Ramp from I-95 South Exit 46A

78%

To:

From:

Prince George County 0.57 0%

North

295

13000 1% 1% 0.073 12000G F1% 21% F G77% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.523

5576/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

8000 1% 1% 0.134 7600G A1% 20% C G

Ramp from I-95 South Exit 46A

US 460 County Dr

78%

North From:

To:

From:

Prince George County 1.75 0%

North

295

15000 1% 1% 0.119 15000G A1% 21% C G77% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.618

West I-295 is signed as North I-295

9600 1% 1% 0.118 9600A A1% 20% F A

SR 36 Oaklawn Blvd; SCL Hopewell

78%

North From:

To:

Prince George County 7.38 0%295

19000 1% 1% 0.113 19000A A1% 21% F A77% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.507

West I-295 is signed as North I-295

14000 1% 1% 0.123 15000A A1% 20% F A

NCL Hopewell

78%

North From:

To:

City of Hopewell (Maint: 74) 3.12 0%295

29000 1% 1% 0.115 30000A A1% 21% F A77% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.563

West I-295 is signed as North I-295

14000 1% 1% 0.123 15000A A1% 20% F A

SR 10 Hundred Road East

78%

North From:

To:

City of Hopewell (Maint: 74) 0%295

29000 1% 1% 0.115 30000A A1% 21% F A77% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.563

West I-295 is signed as North I-295

19000 1% 1% 0.123 18000G A1% 20% F G

Meadowville Rd

78%

North From:

To:

Chesterfield County (Maint: 43) 0%295

32000 1% 1% 0.119 30000G A1% 21% F G77% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.519

West I-295 is signed as North I-295

17000 1% 1% 0.123 18000A A1% 20% F A

Henrico County Line

78%

North From:

To:

Henrico County 0%295

Chesterfield County Line

34000 1% 1% 0.119 35000A A1% 21% F A77% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.519

West I-295 is signed as North I-295

17000 1% 1% 0.123 18000A A1% 20% F A

SR 5 New Market Rd

78%

North From:

To:

Henrico County 3.85 0%295

34000 1% 1% 0.119 35000A A1% 21% F A77% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.519

West I-295 is signed as North I-295

16000 1% 1% 0.121 16000A A1% 20% F A

SR 895 Pocahontas Parkway

78%

To:

Henrico County 3.49 0%295

31000 1% 1% 0.119 32000A A1% 21% F A77% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.504

West I-295 is signed as North I-295

5586/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

18000 1% 1% 0.124 19000A A1% 20% F A

SR 895 Pocahontas Parkway

I-64; US 60 Williamsburg Rd Collector Rd Begin

78%

North From:

To:

From:

Henrico County 2.21 0%

North

295

36000 1% 1% 0.121 37000A A1% 21% F A77% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.506

West I-295 is signed as North I-295

11000 1% 1% 0.134 11000A A1% 9% F A

I-64; US 60 Williamsburg Rd Collector Rd End

88%

North From:

To:

Henrico County 2.18 0%295

21000 1% 1% 0.126 22000A A1% 15% F A82% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.54

West I-295 is signed as North I-295

30000 1% 1% 0.117 29000A A1% 9% F A

SR 156 Airport Drive North

88%

North From:

To:

Henrico County 1.10 0%295

60000 1% 1% 0.111 57000A A1% 9% F A88% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.528

West I-295 is signed as North I-295

35000 1% 1% 0.113 34000A A1% 9% F A

Hanover County Line

88%

North From:

To:

Henrico County 1.30 0%295

Henrico County Line

70000 1% 1% 0.109 68000A A1% 9% F A88% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.546

West I-295 is signed as North I-295

35000 1% 1% 0.113 34000A A1% 9% F A

42-615 Creighton Rd

88%

North From:

To:

Hanover County 1.99 0%295

70000 1% 1% 0.109 68000A A1% 9% F A88% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.546

West I-295 is signed as North I-295

37000 1% 1% 0.123 36000A A1% 9% F A

US 360 Mechanicsville Tpke

88%

North From:

To:

Hanover County 2.52 0%295

73000 1% 1% 0.1 72000A B1% 9% F A88% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.53

West I-295 is signed as North I-295

43000 1% 1% 0.133 43000A A1% 9% C A

42-627 Pole Green Rd; Meadowbridge Rd

88%

North From:

To:

Hanover County 1.72 0%295

86000 1% 1% 0.116 86000A A1% 9% C A88% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.590

West I-295 is signed as North I-295

46000 1% 1% 0.133 46000A A1% 9% F A

US 301, SR 2 Chamberlayne Rd

88%

To:

Hanover County 2.46 0%295

90000 1% 1% 0.118 91000A A1% 9% F A88% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.585

West I-295 is signed as North I-295

5596/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

43000 1% 1% 0.129 43000A A1% 9% F A

US 301, SR 2 Chamberlayne Rd

Henrico County Line

88%

North From:

To:

From:

Hanover County 1.55 0%

North

295

Hanover County Line

87000 1% 1% 0.119 87000A A1% 9% F A88% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.593

West I-295 is signed as North I-295

43000 1% 1% 0.129 43000A A1% 9% F A

I-95

88%

North From:

To:

Henrico County 0.29 0%295

87000 1% 1% 0.119 87000A A1% 9% F A88% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.593

West I-295 is signed as North I-295

17000 1% 1% 0.188 18000A A1% 5% F A

US 1 Brook Rd

92%

North From:

To:

Henrico County 1.83 0%295

66000 0.128 69000A F ACombined Traffic Estimates for 4 Parallel Roadways on this Route: 0.625

West I-295 is signed as North I-295

30000 1% 1% 0.161 32000A A1% 5% F A

Woodman Rd

92%

North From:

To:

Henrico County 0.91 0%295

61000 1% 1% 0.151 65000A A1% 4% F A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.584

West I-295 is signed as North I-295

28000 1% 1% 0.164 29000A A1% 5% C A

US 33 Staples Mill Rd

92%

North From:

To:

Henrico County 3.22 0%295

55000 1% 1% 0.154 58000A A1% 4% C A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.573

West I-295 is signed as North I-295

27000 1% 1% 0.176 28000A A1% 5% F A

Nuckols Rd

92%

North From:

To:

Henrico County 2.31 0%295

52000 1% 1% 0.161 55000A A1% 4% F A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.624

West I-295 is signed as North I-295

25000 1% 1% 0.153 26000A A1% 5% F A

I-64

92%

North From:

To:

Henrico County 1.79 0%295

I-295 N

50000 1% 1% 0.157 53000A A1% 4% F A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.560

West I-295 is signed as North I-295

Ramp From I-295 N (W) to I-64 W 14000 1% 1% 0.144 15000A A1% 5% F A

I-64 W

92%

To:

Henrico County 0.43 0%295

27000 1% 1% 0.146 29000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.511

Ramp 6500 1% 1% 0.127 5900G A1% 22% F G

I-95 South

Exit 1A to I-95 North

75%

To:

From:

Prince George County 0.46 0%

South

295

13000 1% 1% 0.119 12000G A1% 21% F G77% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.618

5606/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

7300 1% 1% 0.127 7000A A1% 22% C A

Exit 1A to I-95 North

US 460 County Dr

75%

South From:

To:

From:

Prince George County 2.57 0%

South

295

15000 1% 1% 0.119 15000G A1% 21% C G77% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.618

East I-295 is signed as South I-295

9500 1% 1% 0.119 9500A A1% 22% F A

SR 36 Oaklawn Blvd; SCL Hopewell

75%

South From:

To:

Prince George County 6.54 0%295

19000 1% 1% 0.113 19000A A1% 21% F A77% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.507

East I-295 is signed as South I-295

15000 1% 1% 0.115 15000A A1% 22% F A

NCL Hopewell

75%

South From:

To:

City of Hopewell (Maint: 74) 3.19 0%295

29000 1% 1% 0.115 30000A A1% 21% F A77% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.563

East I-295 is signed as South I-295

15000 1% 1% 0.115 15000A A1% 22% F A

SR 10 Hundred Rd East

75%

South From:

To:

City of Hopewell (Maint: 74) 0%295

29000 1% 1% 0.115 30000A A1% 21% F A77% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.563

East I-295 is signed as South I-295

13000 1% 1% 0.121 13000G A1% 22% F G

Meadowville Rd

75%

South From:

To:

Chesterfield County (Maint: 43) 0%295

32000 1% 1% 0.119 30000G A1% 21% F G77% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.519

East I-295 is signed as South I-295

17000 1% 1% 0.121 17000A A1% 22% F A

Henrico County Line

75%

South From:

To:

Henrico County 0%295

Chesterfield County Line

34000 1% 1% 0.119 35000A A1% 21% F A77% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.519

East I-295 is signed as South I-295

17000 1% 1% 0.121 17000A A1% 22% F A

SR 5 New Market Rd

75%

South From:

To:

Henrico County 4.44 0%295

34000 1% 1% 0.119 35000A A1% 21% F A77% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.519

East I-295 is signed as South I-295

16000 1% 1% 0.121 16000A A1% 22% F A

SR 895 Pocahontas Pkwy

75%

To:

Henrico County 2.91 0%295

31000 1% 1% 0.119 32000A A1% 21% F A77% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.504

East I-295 is signed as South I-295

5616/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

18000 1% 1% 0.123 18000A A1% 22% F A

SR 895 Pocahontas Pkwy

I-64; US 60 Collector Rd End

75%

South From:

To:

From:

Henrico County 2.23 0%

South

295

36000 1% 1% 0.121 37000A A1% 21% F A77% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.506

East I-295 is signed as South I-295

10000 1% 1% 0.13 11000A A1% 22% F A

I-64; US 60 Collector Rd Begin

75%

South From:

To:

Henrico County 2.49 0%295

21000 1% 1% 0.126 22000A A1% 15% F A82% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.54

East I-295 is signed as South I-295

30000 1% 1% 0.116 28000A A1% 9% F A

SR 156 Airport Drive North

88%

South From:

To:

Henrico County 1.34 0%295

60000 1% 1% 0.111 57000A A1% 9% F A88% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.528

East I-295 is signed as South I-295

35000 1% 1% 0.118 34000A A1% 9% F A

Hanover County Line

88%

South From:

To:

Henrico County 0.75 0%295

Henrico County Line

70000 1% 1% NA 68000A 1% 9% F A88% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

East I-295 is signed as South I-295

35000 1% 1% 0.118 34000A A1% 9% F A

42-615 Creighton Rd

88%

South From:

To:

Hanover County 2.53 0%295

70000 1% 1% 0.109 68000A A1% 9% F A88% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.546

East I-295 is signed as South I-295

36000 1% 1% 0.126 35000A A1% 9% F A

US 360 Mechanicsville Tpke

88%

South From:

To:

Hanover County 2.60 0%295

73000 1% 1% 0.111 72000A A1% 9% F A88% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.583

East I-295 is signed as South I-295

43000 1% 1% 0.136 43000A A1% 9% C A

42-627 Meadowbridge Rd; Pole Green Rd

88%

South From:

To:

Hanover County 1.63 0%295

86000 1% 1% 0.116 86000A A1% 9% C A88% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.590

East I-295 is signed as South I-295

44000 1% 1% 0.141 45000A A1% 9% F A

US 301, SR 2 Chamberlayne Rd

88%

To:

Hanover County 2.73 0%295

90000 1% 1% 0.118 91000A A1% 9% F A88% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.585

East I-295 is signed as South I-295

5626/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

44000 1% 1% 0.138 44000A A1% 9% F A

US 301, SR 2 Chamberlayne Rd

Henrico County Line

88%

South From:

To:

From:

Hanover County 0.75 0%

South

295

Hanover County Line

87000 1% 1% 0.119 87000A A1% 9% F A88% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.593

East I-295 is signed as South I-295

44000 1% 1% 0.138 44000A A1% 9% F A

I-95

88%

South From:

To:

Henrico County 0.17 0%295

87000 1% 1% 0.119 87000A A1% 9% F A88% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.593

East I-295 is signed as South I-295

16000 1% 1% 0.194 17000A A1% 4% F A

US 1 Brook Rd

93%

South From:

To:

Henrico County 1.88 0%295

66000 0.128 69000A F ACombined Traffic Estimates for 4 Parallel Roadways on this Route: 0.625

East I-295 is signed as South I-295

31000 1% 1% 0.169 33000A A1% 4% F A

Woodman Rd

93%

South From:

To:

Henrico County 1.34 0%295

61000 1% 1% 0.151 65000A A1% 4% F A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.584

East I-295 is signed as South I-295

27000 1% 1% 0.178 29000A A1% 4% C A

US 33 Staples Mill Rd

93%

South From:

To:

Henrico County 3.42 0%295

55000 1% 1% 0.154 58000A A1% 4% C A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.573

East I-295 is signed as South I-295

25000 1% 1% 0.201 27000A A1% 4% F A

Nuckols Rd

93%

South From:

To:

Henrico County 2.43 0%295

52000 1% 1% 0.161 55000A A1% 4% F A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.624

East I-295 is signed as South I-295

25000 1% 1% 0.168 27000A A1% 4% F A

I-64

93%

South From:

To:

Henrico County 1.04 0%295

IS 295 E

50000 1% 1% 0.157 53000A A1% 4% F A92% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.560

East I-295 is signed as South I-295

Ramp From I-64 E to I-295 E (S) 13000 1% 2% 0.152 14000A A1% 11% F A

I-64 E

86%

To:

Henrico County 0.85 0%295

27000 1% 1% 0.146 29000A A1% 8% F A89% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.511

Ramp 780 0.083 780G F G

I-295 West

US 460 E, County DrTo:

From:

Prince George County 0.50

West

295

5636/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 340 0.192 340G F G

I-295 West

US 460 W, County DrTo:

From:

Prince George County

West

295

Ramp 1400 0.096 1400G F G

I-295 West

SR 36 E, Oaklawn BlvdTo:

From:

City of Hopewell (Maint: 74) 0.28

West

295

Ramp 690 0.144 690G F G

I-295 West

SR 36 W, Oaklawn BlvdTo:

From:

City of Hopewell (Maint: 74)

West

295

Ramp 1100 0.125 1200G F G

I-295 West

SR 10 E, East Hundred RdTo:

From:

Chesterfield County 0.34

West

295

Ramp 3700 0.109 3900G F G

I-295 West

SR 10 W, East Hundred RdTo:

From:

Chesterfield County 0.29

West

295

Ramp 600 0.141 630G F G

I-295 West

SR 5 E, New Market RdTo:

From:

Henrico County 0.33

West

295

Ramp 2900 0.113 3100G F G

I-295 West

SR 5 W, New Market RdTo:

From:

Henrico County

West

295

Ramp 2000 1% 1% 0.147 2000G F1% 9% F G

I-295 West Collector Rd

US 60 E, Williamsburg Rd

88%To:

From:

Henrico County 0.44 0%

West

295

Ramp 770 1% 1% 0.119 770G F1% 9% F G

I-295 West Collector Rd

US 60 W, Williamsburg Rd

88%To:

From:

Henrico County 0.23 0%

West

295

Ramp 3700 1% 1% 0.091 3800G F1% 9% F G

I-295 North Collector Rd

I-64 East Collector Rd

88%To:

From:

Henrico County 0.38 0%

West

295

Ramp 3800 1% 1% 0.155 3900G F1% 9% F G

I-295 North Collector Rd

I-64 West Collector Rd

88%To:

From:

Henrico County 0.24 0%

West

295

Collector Road 7200 1% 1% 0.096 7600G F1% 9% F G

I-295 West

I-295 West Exit 28A Ramp

88%

West From:

To:

From:

Henrico County 0.33 0%

West

295

Collector Road 5300 1% 1% 0.098 5600G F1% 9% F G

US 60 East Ramp

88%

West From:

To:

Henrico County 0.22 0%295

Collector Road 6300 1% 1% 0.098 6700G F1% 9% F G

I-295 West Exit 28B Ramp

88%To:

Henrico County 0.16 0%295

5646/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Collector Road 5600 1% 1% 0.097 5900G F1% 9% F G

I-295 West Exit 28B Ramp

US 60 West Ramp

88%

West From:To:

From:

Henrico County 0.17 0%

West

295

Collector Road 11000 1% 1% 0.132 11000A A1% 9% F A

I-295 West Exit 28C Ramp

88%

West From:

To:

Henrico County 0.27 0%295

I-295 North Exit 28C Ramp

Collector Road 11000 1% 1% 0.123 12000G F1% 9% F G

I-64 East Exit 200B Ramp

88%

West From:To:

Henrico County 0.16 0%295

Collector Road 8300 1% 1% 0.145 8800G F1% 9% F G

I-295 North Exit 28D Ramp

88%

West From:To:

Henrico County 0.21 0%295

Collector Road 4600 1% 1% 0.138 4900G F1% 9% F G

I-64 West Exit 200B Ramp

88%

West From:

To:

Henrico County 0.27 0%295

Collector Road 16000 1% 1% 0.094 17000G F1% 9% F G

I-295 North

88%To:

Henrico County 0.46 0%295

Ramp 480 0.176 510G F G

I-295-W TO ROUTE 156 NORTH-AIRPORT DRIV

SR 156 FROM ROUTE 295 WESTNORTHTo:

From:

Henrico County 0.32

West

295

Ramp 560 0.125 600G F G

I-295 West

SR 156 S, Airport DrTo:

From:

Henrico County 0.26

West

295

Ramp 2000 0.123 2000G F G

I-295 West

42-615 N, Creighton RdTo:

From:

Hanover County 0.29

West

295

Ramp 460 0.131 460G F G

I-295 West

42-615 S, Creighton RdTo:

From:

Hanover County 0.20

West

295

Ramp 3300 0.109 3300G F G

I-295 West

US 360 E, Mechanicsville TpkeTo:

From:

Hanover County 0.37

West

295

Ramp 1500 0.121 1500G F G

I-295 West

US 360 W, Mechanicsville TpkeTo:

From:

Hanover County 0.24

West

295

Ramp 1500 0.103 1500G F G

I-295 West

42-627 E, Pole Green RdTo:

From:

Hanover County 0.27

West

295

Ramp 2900 0.124 2900G F G

I-295 West

42-627 W, Meadowbridge RdTo:

From:

Hanover County 0.28

West

295

5656/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 4200 0.109 4200G F G

I-295 West

US 301 N, Chamberlayne RdTo:

From:

Hanover County 0.38

West

295

Ramp 5400 0.174 5400G F G

I-295 West

US 301 S, Chamberlayne RdTo:

From:

Hanover County 0.23

West

295

Ramp 20000 0.120 19000A A A

I-295 West

I-95 NorthTo:

From:

Henrico County 1.53

West

295

Ramp 2100 0.137 2200G F G

I-295 West Collector Road

I-95 SouthTo:

From:

Henrico County 0.17

West

295

Ramp 6500 0.103 6900G F G

I-295 West Collector Road

US 1 N, Brook RdTo:

From:

Henrico County 0.22

West

295

Ramp 1600 0.111 1700G F G

I-295 West Collector Road

US 1 S, Brook RdTo:

From:

Henrico County 0.18

West

295

Collector Road 7200 NA 7800G G

I-295 West

I-95-N084B FROM RT 95 NORTH

West From:

To:

From:

Henrico County 0.10

West

295

I-95-S084B FROM RT 95 SOUTH

Collector Road 17000 0.13 18000A A A

I-295-W043C TO RT 1 NORTH

West From:

To:

Henrico County 0.20295

Ramp from US 1 South

Collector Road 14000 0.141 14000A A A

I-295 WestTo:

Henrico County 0.23295

Ramp 880 0.149 940G F G

I-295 West

43-7663 N, Woodman RdTo:

From:

Henrico County 0.27

West

295

Ramp 4800 0.113 5100G F G

I-295 West

43-7663 S, Woodman RdTo:

From:

Henrico County 0.19

West

295

Ramp 2400 0.118 2500G F G

I-295 West

US 33 W, Staples Mill RdTo:

From:

Henrico County 0.28

West

295

Ramp 2600 0.13 2800G F G

I-295 West

US 33 E, Staples Mill RdTo:

From:

Henrico County 0.21

West

295

Ramp 5500 1% 1% 0.11 5500G F3% 1% C G

I-295 West

43-7706 W, Nuckols Rd

94%To:

From:

Henrico County 0.42 0%

West

295

5666/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 4700 0.236 5000G F G

I-295 West

43-7706 E, Nuckols RdTo:

From:

Henrico County 0.25

West

295

Ramp From I-295 N (W) to I-64 E 12000 1% 1% 0.122 13000G F1% 5% F G

I-295 West

I-64 East

92%To:

From:

Henrico County 0.47 0%

West

295

Kirby St 510 1% 0% 0.110 500G F0% 0% C G

SR 30, SR 33

50-1107; 50-1126, 10th St

98%

From:

To:

From:

Town of West Point (Maint: 50) 0.22 0%296

50-1107 Kirby St; 50-1126

0.689

10th St 160 3% 0% 0.117 160G F0% 0% C G

SR 298 Lee St

96%To:

Town of West Point (Maint: 50) 0.17 0%296 0.704

5th St 46 0% 0% 0.212 46G F0% 0% C G

Dead End

50-1109 Lee St; 50-1128

100%

From:

To:

From:

Town of West Point (Maint: 50) 0.24 0%298

50-1109; 50-1128, 5th St

0.5

Lee St 1100 0% 1% 0.096 1100G F0% 1% C G

SR 296, 10th St

97%

From:

To:

Town of West Point (Maint: 50) 0.29 0%298

SR 296 10th St

0.589

Lee St 1000 1% 1% 0.092 1000G F0% 0% C G

SR 33 14th St

98%To:

Town of West Point (Maint: 50) 0.22 0%298 0.574

Madison Rd 4100 0% 1% 0.085 4200G F1% 1% C G

US 15 James Madison Hwy

US 29; Bus US 29 South of Culpeper

97%To:

From:

Culpeper County 0.79 0%299 0.574

Courthouse Tavern Lane 460 0% 1% 0.112 460F F0% 0% C F

SR 13 Old Buckingham Rd

72-1004 Tilman Rd

99%

From:

To:

From:

Powhatan County 0.08 0%300

72-1004; Courthouse Tavern Lane

0.533

Tilman Rd 960 0% 1% 0.112 940N F0% 0% N N

SR 13 Wye; Scottsville Rd

98%

From:

To:

Powhatan County 0.02 0%300

SR 13 Wye, Tilman Rd

0.533

Scottsville Rd 960 0% 1% 0.112 940F F0% 0% C F

US 60 James Anderson Rd

98%To:

Powhatan County 0.54 0%300 0.533

Tilman Rd 520 0% 2% 0.095 510F F0% 0% C F

72-1001 Marion Harland Lane

SR 300 Scottsville Rd

97%To:

From:

Powhatan County 0.04 0%

Wye

300 0.521

Skippers Rd 1700 1% 1% 0.1 1700F F2% 1% C F

North Carolina State Line

40-629 Zion Church Rd; Moores Ferry Rd

95%

From:

To:

From:

Greensville County 4.74 0%301 0.545

Skippers Rd 3000 0% 1% 0.098 2900F F0% 1% C F

Urban Boundary

98%

From:

To:

Greensville County 2.80 0%301 0.606

Skippers Rd 3000 0% 1% 0.098 2900N F0% 1% N N

40-689 Old Halifax Rd; I-95

98%To:

Greensville County 1.17 0%301 0.606

5676/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Skippers Rd 6000 0% 1% 0.098 6500F F0% 2% C F

40-689 Old Halifax Rd; I-95

SCL Emporia

96%

From:To:

From:

Greensville County 0.39 0%301 0.528

South Main St 6400 0% 0% 0.092 6800F F0% 0% C F

Low Ground Rd

99%

From:To:

City of Emporia 0.45 0%301 0.544

South Main St 8600 0% 1% 0.089 9200F F0% 1% F F

Jefferson St

97%

From:To:

City of Emporia 0.24 0%301 0.594

South Main St 9300 0% 1% 0.089 9900F F1% 5% C F

Brunswick Ave

93%

From:To:

City of Emporia 0.36 0%301 0.607

South Main St 14000 0% 1% 0.093 15000F F1% 3% C F

Valley St

95%

From:

To:

City of Emporia 0.49 0%301 0.583

South Main St 13000 0% 1% 0.091 14000F F1% 3% F F

Atlantic Ave

95%

From:

To:

City of Emporia 0.20 0%301 0.556

North Main St 8400 0% 0% 0.094 9000F F0% 0% C F

US 58

99%

From:

To:

City of Emporia 0.74 0%301 0.556

North Main St 8600 0% 1% 0.107 9100G F1% 1% F G

Halifax St

97%

From:

To:

City of Emporia 0.34 0%301 0.669

North Main St 8100 0% 1% 0.101 8600G F1% 1% F G

NCL Emporia

97%

From:

To:

City of Emporia 0.16 0%301 0.591

Sussex Dr 4900 0% 1% 0.101 5200G F1% 1% C G

40-614 Otterdam Rd

97%

From:

To:

Greensville County 1.53 0%301 0.655

3900 1% 2% 0.097 4200F F1% 2% C F

Sussex County Line

94%

From:

To:

Greensville County 2.77 0%301

Greensville County Line

0.525

Blue Star Hwy 3900 1% 2% 0.097 4200N F1% 2% N N

I-95

94%

From:To:

Sussex County 0.78 0%301 0.525

Blue Star Hwy 2900 0% 1% 0.107 2900G F1% 1% F G

SR 139 Jarratt

97%

From:To:

Sussex County 2.91 0%301 0.661

Blue Star Hwy 1400 1% 1% 0.115 1300F F1% 6% C F

91-645 Owen Rd

91%

From:To:

Sussex County 4.00 0%301 0.564

Blue Star Hwy 1000 1% 1% 0.122 970F F1% 4% C F

91-734

93%

From:

To:

Sussex County 3.93 0%301 0.595

Blue Star Hwy 1100 0% 0% 0.097 1100F F0% 0% C F

SR 40

100%

Bus From:

To:

Sussex County 2.77 0%301 0.506

Blue Star Hwy 2900 1% 1% 0.092 2800F F1% 7% C F

SCL Stony Creek

90%

Bus From:

To:

Sussex County40 0.02 0%301 0.604

2900 1% 1% 0.092 2800N F1% 7% N N

BUS SR 40

90%To:

Town of Stony Creek (Maint: 91)40 0.22 0%301 0.604

5686/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Blue Star Hwy 2000 1% 2% 0.102 2000F F2% 8% F F

BUS SR 40

Prince George County Line

86%

From:

To:

From:

Sussex County 3.52 0%301

Sussex County Line

0.530

Crater Rd 1000 0% 1% 0.122 1000F F1% 14% F F

74-604; 74-623 Rowanty Rd

84%

From:To:

Prince George County 2.69 0%301 0.602

Crater Rd 1700 0% 1% 0.107 1600F F2% 8% C F

SR 35 Courtland Rd

89%

From:

To:

Prince George County 3.86 0%301

<< Invalid Overlap >>

0.537

Courtland Rd 1200 0% 1% 0.099 1200F F1% 14% C F

<< Invalid Overlap >>

84%

From:

To:

Prince George County35 0.72 0%301

SR 35 Courtland Rd

0.607

Prince George Dr 2300 0% 2% 0.091 2300F F3% 10% C F

SR 156 Prince George Dr

85%

From:

To:

Prince George County156 0.17 0%301 0.547

Crater Rd 2100 1% 2% 0.109 2100F F2% 3% C F

I-95

93%

From:

To:

Prince George County 4.24 0%301 0.726

Crater Rd 7200 0% 1% 0.100 7000F F0% 1% C F

SCL Petersburg

98%

From:

To:

Prince George County 2.25 0%301 0.615

Crater Rd 8000 0% 0% 0.091 8400F F0% 1% C F

Rives Rd

98%

From:

To:

City of Petersburg 0.21 0%301 0.602

Crater Rd 8600 0% 1% 0.090 9000F F1% 3% C F

Wagner Rd

95%

From:

To:

City of Petersburg 0.90 0%301 0.603

Crater Rd 18000 0.084 19000F F F

Flank RdFrom:

To:

City of Petersburg 0.43301 0.505

Crater Rd 18000 0% 0% 0.084 19000F F0% 0% F F

ALT US 301 Sycamore St

99%

From:To:

City of Petersburg 0.87 0%301 0.529

Crater Rd 13000 0% 1% 0.086 14000F F0% 0% C F

South Blvd

99%

From:To:

City of Petersburg 0.26 0%301 0.545

Crater Rd 18000 0% 1% 0.088 18000F F0% 0% F F

I-95, Bus US 460

99%

Bus From:To:

City of Petersburg 0.73 0%301 0.519

Crater Rd 8300 0% 1% 0.085 8700N F0% 0% N N

I-95; Bus US 460 Par, Winfield Rd

99%

BusBus From:

To:

City of Petersburg (Maint: 26)460 0%301

Maintenance Jurisdiction Change

0.56

Crater Rd 8300 0% 1% 0.085 8700F F0% 0% F F

SR 36, Bus US 460 Wythe St

99%

Bus From:To:

City of Petersburg460P

460 0.98 0%301

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.56

Crater Rd 6000 1% 1% 0.094 6300G F0% 0% F G

SR 36 Par, Bus US 460 Par, Washington St

98%

To:

City of Petersburg460P

0.10 0%301

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.568

5696/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Crater Rd 3700 0% 1% 0.093 3900F F0% 0% C F

SR 36 Par, Bus US 460 Par, Washington St

US 301 Par, Bank St

99%

From:

To:

From:

City of Petersburg36P

0.18 0%301

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.592

Crater Rd 2300 0% 1% 0.096 2500F F1% 0% C F

Bollingbrook St

98%

From:

To:

City of Petersburg36P

0.14 0%301

Crater Rd

6900 0% 1% NA 7400G 0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.629

Bollingbrook St 2800 0% 1% 0.096 3000F F0% 0% F F

5th St

99%

From:To:

City of Petersburg36P

0.23 0%301

6900 0% 1% 0.09 7300F F0% 0% F F99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.602

0.609

Bollingbrook St 3400 0% 1% 0.101 3500F F0% 0% F F

3rd St

99%

ALT From:

To:

City of Petersburg36P

0.15 0%301

US 1, ALT US 301 3rd St

7100 0% 1% 0.091 7500F F0% 0% F F99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.636

0.659

Bollingbrook St 3700 0% 1% 0.117 3900G F1% 0% F G

US 1 Par, 2nd St

98%

From:

To:

City of Petersburg1 301P

36 0.08 0%301

N RT 1

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.722

2nd St 13000 0% 1% 0.089 13000F F5% 10% C F

SCL Colonial Heights

84%

From:

To:

City of Petersburg1 0.35 0%301

NCL Petersburg

0.542

Boulevard 12000 0% 0% 0.084 13000G F0% 0% F G

Dupuy Ave

99%

From:

To:

City of Colonial Heights1 0.53 0%301 0.505

Boulevard 22000 0% 0% 0.085 NAG F0% 0% F

Lynchburg Ave

99%

From:

To:

City of Colonial Heights1 0.40 0%301

Westover Ave

0.535

Boulevard 20000 0% 0% 0.105 21000A A0% 0% C A

Branders Bridge Rd

99%

From:To:

City of Colonial Heights1 0.33 0%301 0.513

Boulevard 24000 0% 0% 0.081 NAG F0% 0% F

Temple Ave

99%

From:To:

City of Colonial Heights1 0.26 0%301 0.503

Boulevard 18000 0% 0% 0.093 20000G F0% 0% F G

Lakeview Ave

99%

From:To:

City of Colonial Heights1 144 0.74 0%301 0.519

Boulevard 20000 0% 0% 0.088 NAG F0% 0% F

Ellerslie Ave

99%

From:

To:

City of Colonial Heights1 144 0.17 0%301 0.517

Boulevard 25000 0% 0% 0.091 NAG F0% 0% F

Sherwood Ave

99%

From:

To:

City of Colonial Heights1 144 0.19 0%301 0.501

Boulevard 21000 0% 0% 0.093 22000G F0% 0% F G

NCL Colonial Heights

99%

From:

To:

City of Colonial Heights1 144 0.62 0%301 0.54

Jefferson Davis Hwy 21000 0% 0% 0.093 23000G F0% 0% F G

SR 144 Harrowgate Rd

99%To:

Chesterfield County1 144 0.22 0%301 0.56

5706/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Jefferson Davis Hwy 16000 0% 1% 0.093 17000G F1% 0% C G

SR 144 Harrowgate Rd

20-620 Woods Edge Rd

98%

From:To:

From:

Chesterfield County1 1.32 0%301 0.593

Jefferson Davis Hwy 15000 0% 1% 0.093 16000G F1% 0% F G

20-619 Happy Hill Rd

98%

From:To:

Chesterfield County1 0.14 0%301 0.594

Jefferson Davis Hwy 14000 0% 1% 0.094 15000G F1% 0% F G

20-618 Old Bermuda Hundred Rd

98%

From:To:

1 2.44 0%301 0.589

Jefferson Davis Hwy 17000 0% 1% 0.093 18000G F1% 0% F G

SR 10 West Hundred Rd

98%

From:To:

1 0.90 0%301 0.569

Jefferson Davis Hwy 20000 0% 1% 0.103 21000G F1% 0% F G

SR 288

98%

From:

To:

Chesterfield County (Maint: )1 1.65 0%301 0.631

Jefferson Davis Hwy 17000 1% 1% 0.09 18000G F1% 1% F G

SR 145 Chester Rd

96%

From:

To:

Chesterfield County1 1.62 0%301 0.726

Jefferson Davis Hwy 17000 1% 1% 0.095 18000G F1% 1% C G

SR 150 Chippenham Pkwy

96%

From:

To:

Chesterfield County1 2.41 0%301 0.638

Jefferson Davis Hwy 20000 1% 1% 0.091 22000G F1% 2% F G

SCL Richmond

96%

From:

To:

1 1.17 0%301 0.605

Jefferson Davis Hwy 11000 2% 1% 0.088 12000G F1% 2% C G

Bellmeade Rd

94%

From:

To:

City of Richmond1 2.13 0%301 0.617

Jefferson Davis Hwy 13000 1% 1% 0.101 14000A A1% 2% C A

Hopkins Rd

96%

From:

To:

City of Richmond1 0.86 0%301 0.504

Jefferson Davis Hwy 18000 1% 1% 0.09 20000G F1% 1% C G

US 360 Hull St

95%

From:To:

City of Richmond1 1.01 0%301 0.564

Cowardin Ave 24000 1% 1% 0.093 26000G F0% 1% C G

Semmes Ave

97%

From:To:

City of Richmond1 0.39 0%301 0.579

Lee Bridge 30000 1% 1% 0.1 34000G F0% 0% F G

2nd St

98%

From:To:

City of Richmond1 0.76 0%301 0.626

Belvidere St 24000 1% 1% 0.096 27000G F0% 0% F G

Franklin St

98%

From:To:

City of Richmond1 0.92 0%301 0.649

Belvidere St 33000 1% 1% 0.085 37000G F0% 0% F G

US 250 Broad St

98%

From:

To:

City of Richmond1 0.15 0%301 0.545

Belvidere St 30000 1% 1% 0.083 34000G F0% 0% F G

Chamberlayne Ave

98%

From:

To:

City of Richmond1 0.40 0%301

Belvidere St

0.611

Chamberlayne Ave 20000 1% 1% 0.093 23000G F0% 0% C G

Edge Hill Rd

98%

From:

To:

City of Richmond1 1.02 0%301 0.508

Chamberlayne Ave 19000 1% 1% 0.092 22000G F0% 0% C G

Brookland Park Blvd

98%To:

City of Richmond1 0.31 0%301 0.535

5716/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Chamberlayne Ave 15000 1% 1% 0.103 17000G F0% 0% C G

Brookland Park Blvd

Laburnum Ave

98%

From:To:

From:

City of Richmond1 0.86 0%301 0.625

Chamberlayne Ave 12000 1% 1% 0.108 14000G F0% 0% F G

Claremont Ave

98%

From:To:

City of Richmond1 0.26 0%301 0.607

Chamberlayne Ave 13000 1% 1% 0.106 15000G F0% 0% C G

Azalea Ave

98%

From:To:

City of Richmond1 0.94 0%301 0.525

Chamberlayne Ave 13000 1% 1% 0.106 14000G F0% 1% F G

NCL Richmond

97%

From:To:

City of Richmond2 0.04 0%301 0.536

Chamberlayne Ave 12000 1% 1% 0.107 13000G F0% 1% C G

I-95

97%

From:

To:

Henrico County2 0.55 0%301 0.533

Chamberlayne Ave NB 7100 0% 1% 0.11 7500G F1% 1% F G

Upham Dr

97%

From:To:

Henrico County2 0.90 0%301

17000 0% 1% 0.107 18000G F1% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.709

0.745

Chamberlayne Ave 19000 0% 1% 0.11 20000G F1% 1% C G

Parham Rd

97%

From:

To:

Henrico County2 1.57 0%301 0.709

Chamberlayne Ave 27000 0% 1% 0.106 29000G F1% 1% F G

Hanover County Line

97%

From:

To:

Henrico County2 0.17 0%301

Henrico County Line

0.709

Chamberlayne Rd 28000 0% 1% 0.102 30000G F1% 1% F G

I-295

97%

From:

To:

Hanover County2 0.40 0%301 0.629

Chamberlayne Rd 19000 0% 1% 0.097 20000F F1% 2% F F

42-640 Shady Grove Rd

96%

From:To:

Hanover County2 1.87 0%301 0.584

Chamberlayne Rd 14000 0% 1% 0.101 15000F F1% 1% F F

42-643 New Ashcake Rd; Rural Point Rd

98%

From:To:

Hanover County2 1.30 0%301 0.53

Chamberlayne Rd 8500 1% 1% 0.107 9000F F1% 4% F F

42-653 Whippoorwill Rd

93%

From:To:

Hanover County2 1.27 0%301 0.693

Hanover Courthouse Rd 6900 0% 1% 0.115 6800F F1% 1% C F

42-651 Georgetown Rd

96%

From:To:

Hanover County2 2.58 0%301 0.689

Hanover Courthouse Rd 7100 0% 1% 0.117 7000F F3% 1% C F

SR 54 Patrick Henry Rd

95%

From:To:

Hanover County2 2.94 0%301 0.619

Hanover Courthouse Rd 4900 1% 1% 0.108 4900F F0% 0% F F

Caroline County Line

98%

From:

To:

Hanover County2 1.64 0%301

Hanover County Line

0.830

Richmond Tpke 4200 0% 1% 0.1 4100G F1% 2% F G

SR 30 Dawn Boulevard

96%

From:

To:

Caroline County2 3.16 0%301 0.653

Richmond Tpke 2900 1% 1% 0.090 2800G F2% 5% F G

16-647 Doggetts Fork Rd

91%To:

Caroline County2 4.44 0%301 0.564

5726/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Richmond Tpke 2500 1% 1% 0.092 2400G F2% 5% C G

16-647 Doggetts Fork Rd

16-721 Near De Jarnette

91%

From:To:

From:

Caroline County2 7.50 0%301 0.519

Richmond Tpke 4400 1% 1% 0.092 4300G F2% 5% F G

SCL Bowling Green

91%

From:To:

Caroline County2 2.46 0%301 0.603

Richmond Tpke 4400 1% 1% 0.092 4300N F2% 5% N N

Bus US 301 Main St

91%

From:To:

Town of Bowling Green (Maint: 16)2 0.11 0%301 0.603

Richmond Tpke 4400 1% 1% 0.092 4300N F2% 5% N N

SR 207

91%

From:To:

Town of Bowling Green (Maint: 16) 0.23 0%301 0.603

Richmond Tpke 6500 1% 1% 0.094 6300G F1% 6% F G

Bus US 301, Bus SR 207 Broaddus Ave

92%

From:

To:

Town of Bowling Green (Maint: 16) 1.03 0%301 0.519

A P Hill Blvd 7400 1% 1% 0.094 7200G F1% 6% F G

NCL Bowling Green; 16-608 Lakewood Rd

92%

From:

To:

Town of Bowling Green (Maint: 16) 0.98 0%301

16-608 Lakewood Rd

0.509

A P Hill Blvd 5900 1% 1% 0.098 5800G F1% 6% F G

US 17 Tidewater Trail

92%

From:

To:

Caroline County 9.90 0%301 0.526

A P Hill Blvd 9900 1% 1% 0.096 9600G F1% 8% C G

SCL Port Royal

89%

From:

To:

Caroline County 0.39 0%301 0.542

A P Hill Blvd 9900 1% 1% 0.096 9600N F1% 8% N N

NCL Port Royal

89%

From:

To:

Town of Port Royal (Maint: 16) 0.47 0%301 0.542

A P Hill Blvd 9900 1% 1% 0.096 9600N F1% 8% N N

King George County Line

89%

From:

To:

Caroline County 0.29 0%301

Caroline County Line

0.542

James Madison Pkwy 8500 1% 1% 0.1 8300G F1% 6% F G

48-623 Jersey Rd

92%

From:To:

King George County 3.05 0%301 0.606

James Madison Pkwy 8200 1% 1% 0.1 8000G F1% 6% F G

SR 3 Kings Hwy

92%

From:To:

King George County 2.05 0%301 0.646

James Madison Pkwy 8400 1% 1% 0.095 8100G F1% 6% F G

SR 205 Ridge Rd

92%

From:To:

King George County 1.91 0%301 0.585

James Madison Pkwy 12000 1% 1% 0.141 11000A A1% 6% C A

SR 218 Windsor Dr

92%

From:To:

King George County 5.91 0%301 0.703

James Madison Pkwy 15000 1% 1% 0.101 14000G F1% 6% F G

SR 206 Dahlgren Rd

92%

From:

To:

King George County 0.56 0%301 0.707

James Madison Pkwy 15000 1% 1% 0.088 15000G F1% 6% F G

Maryland State Line

92%To:

King George County 3.58 0%301 0.662

Ramp 1800 0.141 1800G F G

US 301; 40-689 Old Halifax Rd

I-95 NorthTo:

From:

Greensville County 0.23301

5736/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 910 0.139 910G F G

US 301

I-95 SouthTo:

From:

Greensville County 0.53301

Ramp 540 0.113 540G F G

US 301 Blue Star Hwy

I-95 NorthTo:

From:

Sussex County 0.23301

Ramp 1100 0.105 1100G F G

US 301 Blue Star Hwy

I-95 SouthTo:

From:

Sussex County 0.25301

Ramp 540 0.094 540G F G

US 301 Crater Rd

I-95 SouthTo:

From:

Prince George County 0.14301

Ramp 2000 0.136 2000G F G

US 301 Crater Rd

I-95 NorthTo:

From:

Prince George County 0.17301

Ramp 710 0.095 710G F G

US 301 Crater Rd

I-95 SouthTo:

From:

Prince George County 0.15301

Ramp 5300 0.079 5300G F G

US 301

I-95 North Collector RdTo:

From:

City of Petersburg (Maint: 74) 0.19301

Ramp 1300 0.079 1300G F G

US 301 Crater Rd

I-95 South Collector Rd, US 460To:

From:

City of Petersburg (Maint: 74) 0.10

North

301

Ramp 3500 0.111 3800G F G

US 301 N, Chamberlayne Ave NB

I-95 NorthTo:

From:

Henrico County 0.03

North

301

Ramp 5000 0.153 5000G F G

US 301 N, Chamberlayne Rd

I-295 EastTo:

From:

Hanover County 0.44

North

301

Ramp 1300 0.104 1300G F G

US 301 N, Chamberlayne Rd

I-295 WestTo:

From:

Hanover County 0.25

North

301

Ramp US 301 S to I-95 S at Exit ???

Bus

530 0% 1% 0.096 560G F1% 1% F G

US 301 S, Crater Rd

I-95 South Collector Rd, US 460

97%To:

From:

City of Petersburg (Maint: 74)460 0.20 0%

South

301

Ramp 3600 0.100 3600G F G

US 301 S, Chamberlayne Rd

I-295 EastTo:

From:

Hanover County 0.26

South

301

Ramp 5600 0.117 5600G F G

US 301 S, Chamberlayne Rd

I-295 WestTo:

From:

Hanover County 0.40

South

301

5746/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Bank St 4100 0% 0% 0.09 4400F F0% 0% C F

US 301 Crater St

5th St

99%

From:

To:

From:

City of PetersburgP

36P

0.24 0%301

6900 0% 1% 0.09 7300F F0% 0% F F99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.610

0.609

Bank St 3800 0% 1% 0.087 4000F F0% 0% C F

3rd St

99%

ALT From:

To:

City of PetersburgP

36P

0.15 0%301

7100 0% 1% 0.091 7500F F0% 0% F F99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.659

Bank St 3300 0% 1% 0.093 3500F F0% 0% C F

ALT US 301 Par, 2nd St

98%

To:

City of PetersburgP

1 301P

36 0.09 0%301

7000 0% 1% NA 7400G 0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

Chamberlayne Ave SB 9800 0% 1% 0.138 10000G F1% 1% F G

Ramp from I-95 North

Upham Dr

97%

To:

From:

Henrico CountyP

2 0%301

17000 0% 1% 0.107 18000G F1% 1% F G97% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.745

Ramp 7400 0.126 7900G F G

2US 301-P

I-95 SouthTo:

From:

Henrico CountyP

0.19301

Ramp 340 0.127 360G F G

Chamberlayne Rd

I-95 NorthTo:

From:

Henrico CountyP

0.16301

Sycamore St 5400 0% 0% 0.086 5700F F1% 0% C F

US 301 Crater Rd

South Blvd

99%

ALT From:To:

From:

City of Petersburg 0.30 0%

ALT

301 0.556

Sycamore St 4200 1% 1% 0.093 4500F F4% 8% C F

North Blvd

86%

ALT From:To:

City of Petersburg 0.95 0%301 0.582

Sycamore St 8000 0% 1% 0.083 8500F F0% 0% F F

Graham Rd

99%

ALT From:To:

City of Petersburg 0.42 0%301 0.587

Sycamore St 8900 0% 1% 0.091 9500F F0% 0% F F

US 1 Wythe St

99%

BusALT From:

To:

City of Petersburg 0.56 0%301

US 1

0.503

Wythe St 12000 0% 1% 0.086 13000G F1% 1% F G

Bus US 460 Jefferson St

97%

ALT From:

To:

City of Petersburg1 460 36 0.20 0%301

Bus US 460 Wythe St

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

Jefferson St 3000 0% 1% 0.091 3200F F0% 0% F F

Bus US 460 Par, Washington St

99%

To:

City of Petersburg1 0.09 0%301

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.724

5756/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Jefferson St 650 0% 1% 0.112 690F F0% 0% F F

Bus US 460 Par, Washington St

Henry St

99%

ALT From:

To:

From:

City of Petersburg1 0.26 0%

ALT

301

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.516

3rd St 330 1% 1% 0.113 350F F0% 0% C F

US 301 Par, Bank St

97%

ALT From:

To:

City of Petersburg1 0.05 0%301

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.531

3rd St 380 0% 1% 0.118 410F F1% 0% C F

US 301 Bollingbrook St

97%

ALT From:

To:

City of Petersburg1 0.05 0%301

US 1, ALT US 301 3rd St

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.512

Bollingbrook St 3700 0% 1% 0.117 3900G F1% 0% F G

US 301

98%

To:

City of Petersburg301 1P

36 0.08 0%301

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.722

Sycamore St 5700 0% 1% 0.086 6100G F0% 0% F G

US 1 Wythe St

Bus US 460 Washington St

99%

BusBusALT From:

To:

From:

City of PetersburgP

0.09 0%

ALT

301

Bus US 460 Par

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.581

Washington St 13000 1% 1% 0.078 13000G F2% 2% F G

Bus US 460 Washington St

94%

ALT From:

To:

City of PetersburgP

460 460 36P

0.09 0%301

25000 1% 1% NA 26000G 2% 1% F G96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

Adams St 7400 0% 1% 0.083 7800F F1% 4% C F

Franklin St

93%

ALT From:

To:

City of PetersburgP

0.06 0%301

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.561

Adams St 7300 0% 1% 0.085 7700F F1% 0% C F

Henry St

98%

To:

City of PetersburgP

0.16 0%301

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.588

Main St 3700 0% 1% 0.088 3600G F1% 1% F G

US 301

SCL Bowling Green

97%

Bus From:To:

From:

Town of Bowling Green (Maint: 16)2 0.22 0%

Bus

301 0.566

Main St 3700 0% 1% 0.089 3600G F1% 1% C G

Bus SR 207

97%

Bus From:

To:

Town of Bowling Green (Maint: 16)2 0.74 0%301

SR 2 Main St

0.561

E Broaddus Ave 2500 0% 1% 0.090 2500G F1% 1% F G

ECL Bowling Green

97%

Bus From:

To:

Town of Bowling Green (Maint: 16) 0.27 0%301 0.654

E Broaddus Ave 2000 1% 1% 0.096 2000G F1% 1% C G

US 301 North of Bowling Green

97%To:

Town of Bowling Green (Maint: 16) 0.27 0%301 0.672

5766/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Seymour Dr 2400 3% 2% 0.100 2600G F1% 1% F G

US 501 P; Main St

US 501 Broad St

94%

From:To:

From:

Town of South Boston 0%304 0.540

Seymour Dr 2700 3% 2% 0.1 2900G F1% 1% C G

Marshall St

94%

From:To:

Town of South Boston 0%304 0.524

Seymour Dr 2400 3% 2% 0.105 2500G F1% 1% F G

US 360 John Randolph Blvd

94%To:

Town of South Boston 0%304 0.568

George Collins Parkway 130 0% 1% 0.175 130G F1% 0% C G

SR 211 W Old Cross Rd

Battlefield Park Entrance

98%To:

From:

Town of New Market (Maint: 85) 0.42 0%305 0.577

Harpersville Rd 7700 1% 1% 0.103 8200G F0% 0% C G

US 60 Warwick Blvd

US 17, SR 143 Jefferson Ave

98%To:

From:

City of Newport News 0.88 0%306 0.566

5000 1% 1% 0.108 5000A A1% 5% C A

US 460

Nottoway County Line

93%

From:

To:

From:

Prince Edward County 2.83 1%307

Prince Edward County Line

0.502

Holly Farm Rd 4800 1% 1% 0.078 4600G F1% 5% F G

Amelia County Line

93%

From:

To:

Nottoway County 5.57 1%307

Nottoway County Line

0.509

Holly Farms Rd 5100 1% 1% 0.079 5100G F1% 5% F G

US 360 Patrick Henry Hwy

93%To:

Amelia County 0.92 1%307 0.520

Three Creeks Rd 600 1% 1% 0.12 590G F2% 11% C G

US 58 Southampton Pkwy

87-612 Rivers Mill Rd

85%To:

From:

Southampton County 3.65 0%308 0.532

Old Dominion Dr 13000 1% 0% 0.093 14000G F0% 0% F G

SR 123 Dolley Madison Blvd

Arlington County Line

98%

From:

To:

From:

Fairfax County 2.81 0%309

Fairfax County Line

0.584

Old Dominion Dr 11000 1% 0% 0.115 12000G F0% 0% F G

SR 120 Glebe Rd

98%

From:To:

Arlington County 1.18 0%309 0.554

Old Dominion Dr 10000 1% 0% 0.112 11000G F0% 0% C G

US 29 Lee Hwy

98%

From:To:

Arlington County 0.59 0%309 0.511

Old Dominion Dr 25000 0% 1% 0.103 NAG F1% 0% F

US 29 Old Dominion Dr, Wakefield St

97%

From:

To:

Arlington County29 0.05 0%309 0.634

Lee Highway 4900 1% 0% 0.1 5200G F0% 0% F G

US 29 Lee Hwy, Quincy St

98%To:

Arlington County 0.70 0%309 0.686

Berry Hill Rd 2000 0% 1% 0.082 2000G F1% 3% F G

North Carolina State Line

71-862 Oak Hill Rd

95%

From:

To:

From:

Pittsylvania County 1.97 0%311 0.546

Berry Hill Rd 1900 0% 0% 0.084 1900G F1% 4% C G

71- 878 Duncan Dr

95%To:

Pittsylvania County 4.54 0%311 0.505

5776/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Berry Hill Rd 2600 0% 1% 0.091 2500G F1% 3% C G

71- 878 Duncan Dr

Urban Boundary

95%To:

From:

Pittsylvania County 0.62 0%311 0.527

Thompson Memorial Dr 6600 0% 1% 0.110 7100G F0% 1% F G

College Ave

Main St

98%

From:To:

From:

City of Salem 0.17 0%311 0.591

Thompson Memorial Dr 11000 0% 1% 0.106 12000G F0% 1% C G

Rose Ln

98%

From:To:

City of Salem 0.94 0%311 0.559

Thompson Memorial Dr 12000 0% 1% 0.107 13000G F0% 1% F G

NCL Salem

98%

From:To:

City of Salem 0.55 0%311 0.540

Thompson Memorial Dr 5100 0% 1% 0.113 5500G F0% 1% F G

SR 419 Electric Rd

98%

From:

To:

Roanoke County 1.27 0%311 0.525

Catawba Valley Dr 8100 0% 1% 0.099 8700G F1% 1% C G

80-779 Catawba Creek Rd

97%

From:

To:

Roanoke County 6.70 0%311 0.662

Catawba Valley Dr 4600 0% 1% 0.104 4600G F1% 1% C G

80-785 Blacksburg Rd

97%

From:

To:

Roanoke County 0.52 0%311 0.727

Catawba Valley Dr 4200 0% 1% 0.098 4200G F1% 1% F G

Craig County Line

97%

From:

To:

Roanoke County 2.54 0%311

Roanoke County Line

0.723

Craig Valley Dr 3700 0% 1% 0.097 3700F F1% 1% F F

SCL New Castle

97%

From:

To:

Craig County 9.38 0%311 0.738

Salem Ave 3700 0% 1% 0.097 3700N F1% 1% N N

SR 42 New Castle

97%

From:

To:

Town of New Castle (Maint: 22) 0.18 0%311 0.738

Salem Ave 1500 1% 1% 0.102 1500F F0% 1% C F

NCL New Castle

98%

From:To:

Town of New Castle (Maint: 22) 0.18 0%311 0.630

1500 1% 1% 0.102 1500N F0% 1% N N

22-658 Near Craig Springs

98%

From:

To:

Craig County 5.02 0%311

22-658 Johns Creek Rd

0.630

Paint Bank Rd 290 3% 1% 0.106 290F F0% 2% C F

22-602 Back Valley Rd

94%

From:To:

Craig County 7.40 0%311 0.552

Paint Bank Rd 300 2% 2% 0.124 300F F0% 2% C F

SR 18 Paint Bank Rd

94%

From:To:

Craig County 3.66 0%311 0.526

Potts Creek Rd 190 2% 0% 0.143 190F F0% 1% C F

West Virginia State Line

96%

From:

To:

Craig County 3.39 0%311 0.5

Kanawha Trail 610 1% 1% 0.095 630G F1% 8% C G

SR 159 Dunlap Creek Rd

90%

From:

To:

Alleghany County 6.62 0%311 0.703

Kanawha Trail 460 0% 1% 0.112 480G F1% 1% C G

West Virginia State Line

98%To:

Alleghany County 5.87 0%311 0.567

5786/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp to I-81 N at Exit 140 3600 0.117 3800G F G

SR 311 Thompson Memorial Dr

I-81 NorthTo:

From:

Roanoke County 0.14311

Ramp to I-81 S at Exit 140 2200 0.115 2300G F G

SR 311 Thompson Memorial Dr

I-81 SouthTo:

From:

Roanoke County 0.15311

J Clyde Morris Blvd 29000 1% 1% 0.085 NAG F0% 0% C

US 60 Warwick Blvd

US 17; SR143

98%To:

From:

City of Newport News 1.11 0%312 0.526

Southgate Dr 9200 0% 0% 0.120 9800G F1% 0% C G

US 460

0.15 Mile E US 460

98%To:

From:

Town of Blacksburg (Maint: 60) 0%314 0.769

Greenbush Rd 3700 0% 1% 0.1 3700G F0% 1% F G

SR 126 Fairgrounds Rd

01-764 Parsons Rd

98%

From:

To:

From:

Accomack County 2.58 0%316 0.591

Greenbush Rd 3400 0% 1% 0.099 3500G F0% 1% C G

SCL Parksley

98%

From:

To:

Accomack County 3.16 0%316 0.6

Cossatt Ave 3400 0% 1% 0.099 3500N F0% 1% N N

SR 176 Parkesley Rd

98%

From:

To:

Town of Parksley (Maint: 01) 0.07 0%316 0.6

Cossatt Ave 2300 0% 1% 0.103 2400G F0% 1% C G

NCL Parksley

97%

From:

To:

Town of Parksley (Maint: 01) 0.61 0%316 0.571

Hopeton Rd 2300 0% 1% 0.103 2400N F0% 1% N N

SCL Bloxom

97%

From:

To:

Accomack County 2.68 0%316 0.571

Bayside Dr 2300 0% 1% 0.103 2400N F0% 1% N N

SR 187 Shoremain Dr

97%To:

Town of Bloxom (Maint: 01) 0.39 0%316 0.571

Staunton Correctional Facility NA NA NA

US 11 Greenville Ave

West Village DrTo:

From:

City of Staunton (Maint: 07)317

Catawba Hospital Dr 170 2% 1% 0.144 160G F1% 0% C G

80-779 Catawba Creek Rd

80-698 Keffer Rd

96%To:

From:

Roanoke County 0%320 0.655

Monticello Ave 28000 0% 0% 0.090 29000G F0% 0% F G

SR 199

47-615 Ironbound Rd

99%

From:

To:

From:

James City County 0%321 0.586

Monticello Ave 15000 0% 0% 0.091 16000G F0% 0% C G

Compton Dr

99%To:

City of Williamsburg (Maint: 47) 0%321 0.514

Washington St 6200 1% 1% 0.095 6600G F0% 0% F G

Bus US 58 Constance Rd

Broad St

98%To:

From:

City of Suffolk 0.34 0%337 0.550

5796/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Washington St 6500 1% 1% 0.092 6900G F0% 0% C G

Broad St

SR 32 Main St

98%

From:To:

From:

City of Suffolk 0.59 0%337 0.531

Washington St 6300 1% 2% 0.088 6600G F0% 0% C G

Pinner St

97%

From:To:

City of Suffolk 0.20 0%337 0.527

Washington St 11000 1% 2% 0.081 12000F F0% 0% F F

Old ECL Suffolk

97%

From:To:

City of Suffolk 0%337 0.519

Washington St 10000 1% 2% 0.086 11000G F0% 0% F G

Bus US 58 Portsmouth Blvd

97%

From:To:

City of Suffolk 0%337 0.562

Nansemond Parkway 4400 1% 1% 0.088 4700G F1% 0% C G

133-642 Wilroy Rd

97%

From:

To:

City of Suffolk 3.03 0%337 0.552

Nansemond Parkway 11000 1% 1% 0.094 12000G F1% 0% F G

Whitley Lane

97%

From:

To:

City of Suffolk 0%337 0.588

Nansemond Parkway 8500 1% 1% 0.095 9100G F1% 0% F G

SR 125 Kings Hwy

97%

From:

To:

City of Suffolk 0%337 0.555

Nansemond Parkway 12000 1% 1% 0.095 13000G F1% 1% C G

WCL Chesapeake

95%

From:

To:

City of Suffolk 0%337

ECL Suffolk

0.604

Portsmouth Blvd 12000 1% 1% 0.095 12000G F1% 1% F G

SR 191 Joliff Rd

95%

From:

To:

City of Chesapeake 0.72 0%337 0.537

Portsmouth Blvd 17000 0% 1% 0.090 18000G F1% 2% F G

I-664

96%

From:

To:

City of Chesapeake 0.68 0%337 0.560

Portsmouth Blvd 29000 0% 0% 0.093 31000F F0% 0% C F

Capri Circle West

99%

From:To:

City of Chesapeake 0.60 0%337 0.507

Portsmouth Blvd 20000 0% 0% 0.084 21000G F0% 0% C G

Taylor Rd

98%

From:To:

City of Chesapeake 0.67 0%337 0.515

Portsmouth Blvd 24000 1% 2% 0.094 26000F F2% 1% C F

Dock Landing Rd

94%

From:To:

City of Chesapeake 0.24 0%337 0.511

Portsmouth Blvd 24000 0% 2% 0.093 26000F F2% 1% C F

WCL Portsmouth

96%

From:

To:

City of Chesapeake 0.49 0%337

ECL Chesapeake

0.518

Portsmouth Blvd 24000 0% 1% 0.092 25000G F0% 0% F G

Hodges Ferry Rd

98%

From:

To:

City of Portsmouth 0.34 0%337 0.533

Portsmouth Blvd 19000 0% 1% 0.093 20000G F0% 0% F G

Elmhurst Lane

98%

From:

To:

City of Portsmouth 0.60 0%337 0.564

Portsmouth Blvd 17000 0% 1% 0.09 18000G F0% 0% C G

SR 239 Victory Blvd

98%

From:

To:

City of Portsmouth 1.17 0%337 0.599

Portsmouth Blvd 12000 0% 1% 0.088 12000G F0% 0% F G

US 58, ALT US 460 Airline Blvd

98%To:

City of Portsmouth 0.23 0%337 0.626

5806/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Portsmouth Blvd

ALT

11000 0% 1% 0.08 12000G F0% 0% F G

US 58, ALT US 460 Airline Blvd

ALT SR 337 Turnpike Rd

98%

ALT From:To:

From:

City of Portsmouth460 0.10 0%337 0.544

Portsmouth Blvd 10000 0% 1% 0.089 11000G F0% 0% F G

Ramp to I-264 E

98%

ALT From:

To:

City of Portsmouth460 0.16 0%337

Ramp to I-264 E; Functional Class Change

0.621

Portsmouth Blvd 10000 0% 1% 0.089 11000N F0% 0% N N

Ramp From I-264 E, US 460

98%

From:To:

City of Portsmouth460 0.29 0%337 0.621

Portsmouth Blvd 10000 1% 1% 0.092 11000G F1% 0% F G

Deep Creek Blvd

97%

From:To:

City of Portsmouth 0.98 0%337 0.5

Portsmouth Blvd 6100 1% 1% 0.092 6400G F1% 0% F G

ALT US 17 Frederick Blvd

97%

From:

To:

City of Portsmouth 0.17 0%337 0.615

Portsmouth Blvd 7600 1% 1% 0.096 8000G F1% 0% C G

US 17 Elm Ave

97%

From:

To:

City of Portsmouth 0.79 0%337

US 17 Portsmouth Blvd

0.687

Elm Ave 5900 1% 1% 0.111 6300G F1% 0% F G

US 17 George Washington Hwy; SR 141

97%

From:

To:

City of Portsmouth 0.32 0%337

US 17 George Washington Hwy; SR 141

0.531

Elm Ave 7300 1% 1% 0.103 7800G F1% 0% F G

SR 239 Victory Blvd

97%

From:

To:

City of Portsmouth 0.72 0%337 0.544

Elm Ave 11000 0% 1% 0.121 11000G F2% 3% F G

Burtons Point Rd

94%

From:

To:

City of Portsmouth 0.23 0%337 0.648

Elm Ave 9000 0% 1% 0.136 9500G F2% 3% C G

WCL Chesapeake

94%

From:

To:

City of Portsmouth 0.32 0%337

ECL Portsmouth

0.715

Jordan Bridge 9000 0% 1% 0.136 9500N F2% 3% N N

Toll Authority Boundary

94%

From:To:

City of Chesapeake 0.39 0%337 0.715

Poindexter St 9000 0% 1% 0.136 9500G F2% 3% C G

I-464

94%

From:To:

City of Chesapeake 0.11 0%337 0.715

Poindexter St 11000 1% 1% 0.094 11000G F1% 0% F G

US 460 Bainbridge Blvd

97%

From:

To:

City of Chesapeake 0.56 0%337

US 460; Poindexter St

0.671

Bainbridge Blvd 1800 1% 2% 0.127 1900F F2% 3% C F

SCL Norfolk

92%

From:

To:

City of Chesapeake 0.74 0%337

NCL Chesapeake

0.827

Bainbridge Blvd 1500 0% 3% 0.171 1600G F2% 2% C G

Main St

93%

From:

To:

City of Norfolk 0.28 0%337

Bainbridge Blvd

0.905

Main St 5900 0% 3% 0.171 6200G F2% 2% F G

Liberty St

93%

From:

To:

City of Norfolk 0.21 0%337

Main St

0.905

Liberty St 4500 0% 3% 0.096 4900G F2% 2% F G

State St

93%To:

City of Norfolk 0.11 0%337 0.719

5816/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

State St 4500 0% 3% 0.096 4900N F2% 2% N N

Liberty St

Berkley Ave

93%

From:

To:

From:

City of Norfolk 0.05 0%337

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.719

State St 12000 0.113 13000G F G

I-464From:

To:

City of Norfolk 0.07337

SR 337 State St

0.683

Ramp 6500 0.130 6900F F F

I-464 NBFrom:

To:

337337

State St

I-264

ALT From:

To:

City of Norfolk (Maint: 64)464 0.16 See I-464 for directional traffic volume estimates for this segment.337

I-464

45000 0% 1% 0.094 51000N F2% 2% N N95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.63

Berkley Bridge

EndLabel

ALT From:

To:

City of Norfolk (Maint: 64)264 460 0.41 See I-264 for directional traffic volume estimates for this segment.337

State St

86000 1% 1% 0.086 93000G A1% 5% F G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.667

ALT US 460 St Pauls Blvd

ALT From:

To:

City of Norfolk (Maint: 64)264 460 0.65 See I-264 for directional traffic volume estimates for this segment.337

I-264

80000 1% 1% 0.085 87000G F1% 5% F G93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.508

25000 1% 1% 0.084 NAN F0% 0% N

Tidewater Dr

98%

From:

To:

City of Norfolk (Maint: 64)460 0.22 0%337

ALT US 460 St Pauls Blvd

0.782

Tidewater DrFrom:

To:

City of Norfolk (Maint: 64)264 0.26 See I-264 for directional traffic volume estimates for this segment.337

ALT US 460 St Pauls Blvd

80000 1% 1% 0.085 87000N F1% 5% N N93% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.508

Tidewater Dr 22000 0% 0% 0.091 25000G F1% 4% F G

US 460 Brambleton Avenue; SR 168

94%

From:

To:

City of Norfolk 0.63 0%337

US 460 Brambleton Avenue

0.587

Brambleton Ave 30000 1% 1% 0.077 33000G F1% 2% F G

Church St

95%

From:To:

City of Norfolk460 0.10 0%337 0.595

Brambleton Ave 20000 1% 1% 0.079 21000G F1% 2% F G

ALT US 460 St Pauls Blvd

95%

From:

To:

City of Norfolk460 0.31 0%337

US 460 Saint Pauls Blvd

0.573

Brambleton Ave 25000 0% 0% 0.084 29000G F1% 4% F G

Boush St

94%

From:

To:

City of Norfolk 0.20 0%337 0.579

Brambleton Ave 31000 0% 0% 0.087 36000N F1% 4% N N

SR 337 Par Duke St

94%

From:

To:

City of Norfolk 0.07 0%337 0.704

Brambleton Ave 31000 0% 0% 0.087 36000G F1% 4% F G

Colley Ave

94%To:

City of Norfolk58 0.83 0%337 0.704

5826/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Brambleton Ave 30000 0% 0% 0.08 NAG F1% 4% F

Colley Ave

US 58

94%

From:

To:

From:

City of Norfolk58 0%337

US 58 .

0.561

Brambleton Ave 30000 0% 0% 0.08 NAN F1% 4% N

Hampton Blvd

94%

From:

To:

City of Norfolk 0%337

US 58 Brambleton Ave

30000 NA NANCombined Traffic Estimates for 2 Parallel Roadways on this Route:

0.561

Hampton Blvd 33000 0% 0% 0.079 NAG F1% 4% F

21st Street

94%

From:To:

City of Norfolk 0%337 0.639

Hampton Blvd 30000 0% 0% 0.084 35000G F1% 4% F G

SR 247, 26th St

94%

From:To:

City of Norfolk 0.22 0%337 0.565

Hampton Blvd 24000 0% 0% 0.084 28000G F1% 4% F G

49th St, Old Dominion University

94%

From:

To:

City of Norfolk 0.71 0%337 0.709

Hampton Blvd 26000 0% 2% 0.106 30000F B4% 18% C F

SR 165 Little Creek Rd

76%

From:

To:

City of Norfolk 2.07 0%337 0.575

Hampton Blvd 27000 0% 0% 0.078 32000G F1% 4% F G

SR 406 Terminal Blvd

94%

From:

To:

City of Norfolk 0.18 0%337 0.609

Hampton Blvd 22000 0% 0% 0.093 25000G F1% 4% F G

Admiral Taussig Blvd

94%

From:

To:

City of Norfolk 1.94 0%337

Hampton Blvd; Maryland Ave

0.52

Admiral Taussig Blvd 24000 0% 0% 0.094 29000G F1% 4% F G

I-564

94%To:

City of Norfolk 0.91 0%337 0.838

Ramp 6500 0.130 6900F F F

SR 337 Berkley Ave

I-464 NorthTo:

From:

City of Norfolk (Maint: 64)337

Ramp 3200 0.111 3400G F G

SR 337 E, Portsmouth Blvd

I-664 EastTo:

From:

City of Chesapeake (Maint: 64) 0.29

East

337

Ramp 2200 0.085 2400G F G

SR 337 E, Portsmouth Blvd

I-664 WestTo:

From:

City of Chesapeake (Maint: 64) 0.28

East

337

Ramp

ALT

2600 0.107 2700G F G

SR 337 E, Portsmouth Blvd

I-264 EastTo:

From:

City of Portsmouth (Maint: 64)460 0.57

East

337

Ramp 2200 0.258 2300G F G

SR 337 Poindexter St

I-464 South Collector RdTo:

From:

City of Chesapeake (Maint: 64)

East

337

Ramp 1700 0.252 1800G F G

SR 337 E, Poindexter St

I-464 NorthTo:

From:

City of Chesapeake (Maint: 64) 0.17

East

337

5836/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 5300 0.079 5700G F G

SR 337 W, Portsmouth Blvd

I-664 EastTo:

From:

City of Chesapeake (Maint: 64)

West

337

Ramp 4400 0.075 4700G F G

SR 337 W, Portsmouth Blvd

I-664 WestTo:

From:

City of Chesapeake (Maint: 64)

West

337

Ramp 1400 0.118 1500G F G

SR 337 W, Portsmouth Blvd

I-264 WestTo:

From:

City of Portsmouth (Maint: 64)

West

337

Ramp 1800 0.104 1900G F G

SR 337 W, Poindexter St

I-464 South Collector RdTo:

From:

City of Chesapeake (Maint: 64)

West

337

Ramp 2600 0.091 2800G F G

SR 337 W, Poindexter St

I-464 NorthTo:

From:

City of Chesapeake (Maint: 64)

West

337

Ramp NA NA NA

1SR-00337-P(B)/TO WATERSIDE DRIVE

IS-00264-W010B(B)/FROM TIDEWATER DRIVETo:

From:

City of Norfolk (Maint: 64)

West

337

Ramp 8200 0.148 8700F F F

IS-00264-E008A(L)/IS-00264-W008A(U)/TO BERKLE

1SR-00337-P(L)/122-08592- 000A(U)/TO RT 464 SFrom:

To:

From:

City of Norfolk (Maint: 64)P

264 0.18337

IS-00264-W(B)/IS-00464-S(L)/464-W IN MEDIAN

Ramp

IS-00264-E008A(L)/IS-00264- 008A(U)/TO BERKLEFrom:

To:

City of Norfolk (Maint: )P

264 0.22 See I-264 for directional traffic volume estimates for this segment.337

I-264 W

Ramp From Tidewater Dr to I-264 W NA NA NA

Tidewater DrFrom:

To:

City of NorfolkP

0.13337

Ramp to I-264 W

Tidewater Dr NA NA NA

East City Hall AveFrom:

To:

City of NorfolkP

0.12337

Tidewater Dr NA NA NA

Charlotte StTo:

City of NorfolkP

337

Turnpike Rd 3200 1% 2% 0.086 3400G F1% 0% C G

SR 337 Portsmouth Blvd

US 17 Frederick Blvd

96%

ALT From:To:

From:

City of Portsmouth 1.05 0%

ALT

337 0.530

Turnpike Rd 6300 1% 1% 0.084 6700G F1% 1% F G

Howard St

97%

ALT From:

To:

City of Portsmouth 0.30 0%337 0.513

Turnpike Rd 3600 1% 1% 0.084 3800G F1% 1% C G

Harbor Dr

97%

ALT From:

To:

City of Portsmouth 0.54 0%337

Cassell Ave

0.537

Harbor Dr 4100 1% 1% 0.097 4300G F1% 1% F G

County St

97%To:

City of Portsmouth 0%337 0.552

5846/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Harbor Dr 5200 1% 1% 0.086 5500G F1% 1% F G

County St

High St

97%

ALT From:To:

From:

City of Portsmouth 0%

ALT

337 0.583

Harbor Dr 12000 1% 1% 0.087 13000G F1% 1% F G

US 58

97%

ALT From:

To:

City of Portsmouth 0%337

ALT US 460 Overpass; Berkley Bridge

0.587

Waterside Dr/Boush St 18000 1% 2% 0.101 19000G F1% 0% F G

City Hall Ave

95%

ALT From:To:

City of Norfolk 0%337

19000 1% 2% 0.101 20000G F1% 0% F G95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.610

0.606

Waterside Dr/Boush St 17000 1% 2% 0.101 18000G F1% 0% F G

N SR 337 Brambleton Ave

95%

To:

City of Norfolk 0%337

18000 1% 2% 0.101 20000G F1% 0% F G95% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.610

0.606

Ramp 13000 0.166 13000G F G

A1SR 337 Waterside Dr

I-264 EastTo:

From:

City of Norfolk (Maint: 64)

ALT

337

Hillwood Ave 8600 0% 1% 0.104 9200G F1% 0% F G

US 29 Washington St

110-6609 Annandale Rd

98%

From:

To:

From:

City of Falls Church 0%338 0.537

Hillwood Ave 6700 0% 1% 0.11 7100F F1% 0% C F

110-6799 Cherry St

98%

From:

To:

City of Falls Church 0%338 0.550

Hillwood Ave 5700 0% 1% 0.108 6000F F1% 0% F F

110-6792 South St

98%

From:

To:

City of Falls Church 0%338 0.548

Hillwood Ave 4700 0% 1% 0.107 4900F F1% 0% F F

ECL Falls Church

98%

From:To:

City of Falls Church 0%338 0.536

Hillwood Ave 8000 0% 1% 0.101 8700G F1% 0% F G

SR 7 Leesburg Pike

98%To:

Fairfax County 0%338 0.668

Stuarts Draft Hwy 5700 1% 1% 0.090 5600G F1% 2% C G

US 11 Lee Jackson Hwy

07-654 White Hill Rd

96%

From:To:

From:

Augusta County 0%340 0.607

Stuarts Draft Hwy 12000 0% 0% 0.089 13000G F1% 2% F G

07-608 Tinkling Spring Rd; Main St

97%

From:To:

Augusta County 0.85 0%340 0.53

Stuarts Draft Hwy 13000 0% 0% 0.094 14000G F1% 2% C G

07-632 Shalom Road

97%

From:

To:

Augusta County 3.47 0%340 0.513

Stuarts Draft Hwy 13000 0% 0% 0.088 14000G F1% 2% F G

WCL Waynesboro

97%

From:

To:

Augusta County 1.64 0%340 0.512

Rosser Ave 15000 0% 0% 0.087 16000G F1% 2% F G

I-64

97%

From:

To:

City of Waynesboro 0.34 0%340 0.553

Rosser Ave 23000 0% 1% 0.087 25000G F0% 0% F G

Lew Dewitt Blvd

99%To:

City of Waynesboro 0.56 0%340 0.557

5856/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Rosser Ave 14000 0% 1% 0.084 15000G F0% 0% C G

Lew Dewitt Blvd

Northgate Ave

99%

From:To:

From:

City of Waynesboro 0%340 0.53

Rosser Ave 9200 0% 1% 0.087 9800G F0% 0% F G

Forrest Dr

99%

From:To:

City of Waynesboro 0%340 0.524

Rosser Ave 9200 0% 1% 0.086 9800G F0% 0% F G

US 250 Main St

99%

From:

To:

City of Waynesboro 0.56 0%340

Rosser Ave

0.525

Main St 6300 0% 1% 0.087 6700G F0% 0% F G

New Hope Rd

99%

From:To:

City of Waynesboro 0.38 0%340 0.514

Main St 5000 0% 1% 0.086 5300G F0% 0% F G

Wayne Ave

99%

From:

To:

City of Waynesboro 0.35 0%340 0.504

Main St 3500 0% 1% 0.085 3700G F0% 0% F G

Arch Ave

99%

From:

To:

City of Waynesboro 0.14 0%340 0.505

Main St 4200 0% 1% 0.101 4500G F0% 0% F G

US 250 Broad St

99%

From:

To:

City of Waynesboro 0.39 0%340 0.567

Main St 10000 0% 1% 0.084 11000G F0% 1% F G

Main St

98%

From:

To:

City of Waynesboro250 0.19 0%340 0.563

Delphine Ave 11000 0% 1% 0.09 12000G F1% 2% F G

7th St

95%

From:

To:

City of Waynesboro 0.25 0%340 0.549

Delphine Ave 11000 0% 1% 0.089 11000G F1% 2% F G

Second St

95%

From:

To:

City of Waynesboro 0.60 0%340 0.555

Delphine Ave 7900 0% 1% 0.094 8400G F1% 2% F G

Hopeman Pkwy

95%

From:To:

City of Waynesboro 0.81 0%340 0.554

Delphine Ave 9100 0% 1% 0.095 9700G F1% 2% C G

NCL Waynesboro

95%

From:To:

City of Waynesboro 0.25 0%340 0.587

East Side Hwy 8200 0% 1% 0.087 8100G F1% 2% F G

07-612 Crimora Mine Rd; Crimora Rd

95%

From:To:

Augusta County 4.69 0%340 0.635

East Side Hwy 5100 1% 1% 0.098 5000G F1% 4% C G

07-778 N, Patterson Mill Rd

93%

From:To:

Augusta County 4.66 0%340 0.507

East Side Hwy 5900 1% 1% 0.098 5800G F1% 4% F G

SCL Grottoes

93%

From:

To:

Augusta County 2.69 0%340 0.559

East Side Hwy 5900 1% 1% 0.098 5800N F1% 4% N N

Rockingham County Line

93%

From:

To:

Town of Grottoes (Maint: 07) 0.05 0%340

Augusta County Line

0.559

East Side Hwy 5500 1% 1% 0.095 5500G F1% 3% C G

Cary St

94%

From:

To:

Town of Grottoes (Maint: 82) 0.46 0%340 0.561

East Side Hwy 5800 1% 1% 0.095 5700G F1% 3% F G

NCL Grottoes

94%To:

Town of Grottoes (Maint: 82) 0.47 0%340 0.558

5866/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

East Side Hwy 5300 1% 1% 0.099 5300G F1% 4% C G

NCL Grottes

SR 253 Port Republic Rd

93%

From:To:

From:

Rockingham County 1.39 0%340 0.570

East Side Hwy 3200 1% 1% 0.1 3200G F2% 6% C G

82-649 Island Ford Rd; Berrytown Rd

90%

From:To:

Rockingham County 8.27 0%340 0.58

East Side Hwy 4000 1% 1% 0.103 4000G F1% 4% F G

82-754 South Branch Rd

93%

From:To:

Rockingham County 2.97 0%340 0.673

East Side Hwy 4900 1% 1% 0.095 4900G F1% 4% F G

82-634 Sapling Ridge Rd

93%

From:To:

Rockingham County 2.36 0%340 0.549

East Side Hwy 5400 1% 1% 0.093 5300G F1% 4% F G

SCL Elkton

93%

From:

To:

Rockingham County 0.52 0%340 0.549

S Stuart Ave 5400 1% 1% 0.093 5300N F1% 4% N N

US 33

93%

Bus From:

To:

Town of Elkton (Maint: 82) 0%340 0.549

S Stuart Ave 5400 1% 1% 0.093 5300N F1% 4% N N

Bus US 33

93%

From:

To:

Town of Elkton (Maint: 82)33 0%340 0.549

N Stuart Ave 7400 1% 1% 0.089 7400N F0% 2% N N

Spottswood Ave

97%

From:

To:

Town of Elkton (Maint: 82) 0.19 0%340 0.615

N Stuart Ave 7400 1% 1% 0.089 7400G F0% 2% C G

NCL Elkton, 82-1706 Shenandoah Ave

97%

From:

To:

Town of Elkton (Maint: 82) 0.59 0%340 0.615

Stuart Ave 5700 1% 1% 0.084 5700G F0% 2% F G

Page County Line

97%

From:

To:

Rockingham County 3.30 0%340

Rockingham County Line

0.595

Third St 5500 1% 1% 0.087 5500G F0% 2% F G

SCL Shenandoah

97%

From:To:

Page County 1.02 0%340 0.569

5500 1% 1% 0.087 5500N F0% 2% N N

69-706 Junior Ave

97%

From:To:

Town of Shenandoah (Maint: 69) 1.22 0%340 0.569

Fifth St 6300 0% 1% 0.086 6200G F1% 2% F G

NCL Shenandoah

96%

From:To:

Town of Shenandoah (Maint: 69) 0.65 0%340 0.562

6300 0% 1% 0.086 6200N F1% 2% N N

69-650 River Road

96%

From:

To:

Page County 2.57 0%340

69-650 Grove Hill River Rd

0.562

4900 0% 1% 0.089 4900G F1% 2% C G

Bus US 340

96%

From:

To:

Page County 4.33 0%340 0.501

4700 0% 1% 0.082 4700G F1% 2% F G

US 211 Lee Highway

96%

From:

To:

Page County 3.16 0%340

US 211

0.606

Lee Highway 7500 1% 1% 0.085 7400G F1% 2% C G

WCL Luray

95%

From:

To:

Page County211 5.46 0%340 0.503

Lee Highway 13000 1% 1% 0.083 13000G F1% 2% F G

BUS US 211

95%To:

Town of Luray (Maint: 69)211 0.36 0%340 0.535

5876/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Lee Highway 7000 0% 1% 0.083 7000G F1% 2% C G

BUS US 211

CL Luray

96%

From:To:

From:

Town of Luray (Maint: 69)211 0.69 0%340 0.530

Lee Highway 7000 0% 1% 0.083 7000N F1% 2% N N

CL Luray

96%

From:To:

Page County211 0.53 0%340 0.530

Lee Highway 7000 0% 1% 0.083 7000N F1% 2% N N

S RT 211

96%

From:

To:

Town of Luray (Maint: 69)211 0.56 0%340

US 211

0.530

N Broad St 5300 0% 1% 0.085 5300G F1% 1% C G

NCL Luray

97%

From:To:

Town of Luray 0%340 0.538

Stonewall Jackson Memorial Hwy 5300 0% 1% 0.085 5300N F1% 1% N N

69-731 Collins Rd

97%

From:

To:

Page County 0.21 0%340

69-731 Collins Ave

0.538

Stonewall Jackson Memorial Hwy 5700 0% 1% 0.084 5600G F1% 1% F G

69-648 Sandy Hook Road

97%

From:

To:

Page County 1.03 0%340 0.563

Stonewall Jackson Memorial Hwy 4800 0% 1% 0.089 4800G F1% 1% F G

69-662 Rileyville Rd

97%

From:

To:

Page County 5.93 0%340 0.61

Stonewall Jackson Memorial Hwy 4000 0% 1% 0.088 4000G F1% 1% F G

Warren County Line

97%

From:

To:

Page County 4.06 0%340

Page County Line

0.704

Stonewall Jackson Hwy 9200 1% 1% 0.096 9200F F1% 0% F F

93-613 N, Bentonville Browntown Rd

98%

From:

To:

Warren County 2.46 0%340 0.707

Stonewall Jackson Hwy 6600 0% 1% 0.097 6600F F0% 1% F F

93-607 Rocky Lane

97%

From:

To:

Warren County 5.30 0%340 0.642

Stonewall Jackson Hwy 8100 1% 1% 0.097 8100F F2% 11% C F

93-619 Rivermont Dr

85%

From:To:

Warren County 2.77 0%340 0.642

Stonewall Jackson Hwy 13000 1% 1% 0.091 14000F F1% 1% F F

SCL Front Royal

96%

From:To:

Warren County 0.84 0%340 0.599

South Royal Ave 15000 1% 1% 0.088 16000F F0% 0% C F

SR 55 South St

98%

From:To:

Town of Front Royal 0.31 0%340 0.638

South Royal Ave 14000 1% 1% 0.086 15000F F0% 0% F F

E Main St

98%

From:To:

Town of Front Royal55 0.40 0%340 0.564

North Royal Ave 12000 0% 1% 0.084 13000F F0% 0% C F

6th St

98%

From:

To:

Town of Front Royal55 0.57 0%340 0.509

North Royal Ave 13000 0% 0% 0.088 14000F F0% 0% C F

US 522, 8th St

99%

From:

To:

Town of Front Royal55 0.25 0%340 0.516

North Royal Ave 19000 0% 1% 0.085 21000F F0% 0% C F

14th St

99%

From:

To:

Town of Front Royal522 55 0%340

North Royal Ave

0.505

14th St 21000 0% 2% 0.083 23000F F0% 0% C F

Shenandoah Ave

97%To:

522 55 0%340 0.504

5886/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Shenandoah Ave 26000 1% 1% 0.091 27000G F1% 1% F G

14th St

CL Front Royal

96%

From:To:

From:

Town of Front Royal522 55 0.34 0%340 0.523

Shenandoah Ave 26000 1% 1% 0.091 27000N F1% 1% N N

SR 55 West

96%

From:To:

Warren County522 55 0.45 0%340 0.523

Shenandoah Ave 27000 0% 1% 0.087 29000N F0% 1% N N

Old NCL Front Royal

97%

From:To:

Warren County522 0.22 0%340 0.554

Winchester Rd 27000 0% 1% 0.087 29000F F0% 1% C F

I-66

97%

From:To:

Warren County522 0.83 0%340 0.554

Winchester Rd 19000 1% 1% 0.086 20000G F2% 9% C G

93-627 Reliance Rd

88%

From:

To:

Warren County522 1.28 0%340 0.521

Winchester Rd 14000 1% 1% 0.085 15000G F2% 11% C G

93-802

85%

From:

To:

Warren County522 2.81 0%340 0.522

Winchester Rd 4900 0% 1% 0.076 5000F F0% 1% C F

Frederick County Line

97%

From:

To:

Warren County522 0.30 0%340

Warren County Line

Winchester Rd 4900 0% 1% 0.076 5000F F0% 1% C F

Warren County Line

97%

From:

To:

Warren County522 0.53 0%340

Frederick County Line

Winchester Rd 4900 0% 1% 0.076 5000F F0% 1% C F

Frederick County Line

97%

From:

To:

Warren County522 0.39 0%340

Warren County Line

Winchester Rd 4900 0% 1% 0.076 5000F F0% 1% C F

Warren County Line

97%

From:

To:

Warren County522 0.30 0%340

Frederick County Line

Winchester Rd 4900 0% 1% 0.076 5000F F0% 1% C F

Clarke County Line

97%

From:

To:

Warren County522 0.16 0%340

Warren County Line

Stonewall Jackson Hwy 4900 0% 1% 0.076 5000F F0% 1% C F

US 522 Double Toll Gate

97%

From:To:

Warren County522 1.79 0%340

Lord Fairfax Hwy 7600 1% 1% 0.092 7500G F1% 6% C G

21-658 White Post Rd

92%

From:To:

Clarke County 2.09 0%340 0.656

Lord Fairfax Hwy 7800 1% 1% 0.09 7700G F1% 6% F G

US 50 South of Boyce

92%

From:To:

Clarke County 1.83 0%340 0.646

Lord Fairfax Hwy 8100 1% 1% 0.095 8000G F1% 6% C G

SCL Boyce

91%

From:

To:

Clarke County 1.19 0%340 0.642

Lord Fairfax Hwy 8100 1% 1% 0.095 8000N F1% 6% N N

NCL Boyce

91%

From:

To:

Town of Boyce (Maint: 21) 0.81 0%340 0.642

Lord Fairfax Hwy 8100 1% 1% 0.095 8000N F1% 6% N N

SR 255 Old Chapel

91%To:

Clarke County 2.27 0%340 0.642

5896/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Lord Fairfax Hwy 9400 1% 1% 0.092 9400G F1% 6% F G

SR 255 Bishop Meade Rd

SCL Berryville

91%

From:To:

From:

Clarke County 2.99 0%340 0.592

S Buckmarsh St 9400 1% 1% 0.092 9400N F1% 6% N N

Bus SR 7 Main St

91%

From:To:

Town of Berryville (Maint: 21) 0.51 0%340 0.592

N Buckmarsh St 8800 1% 1% 0.09 8800G F1% 6% F G

NCL Berryville

91%

From:To:

Town of Berryville (Maint: 21) 0.45 0%340 0.55

Lord Fairfax Highway 8800 1% 1% 0.09 8800N F1% 6% N N

SR 7

91%

From:To:

Clarke County 0.24 0%340 0.55

Lord Fairfax Hwy 16000 1% 1% 0.084 15000G F1% 9% F G

21-611 Summit Point Rd

88%

From:

To:

Clarke County 1.29 0%340 0.58

Lord Fairfax Highway 12000 1% 1% 0.109 13000A A1% 9% C A

West Virginia State Line

88%

From:

To:

Clarke County 2.82 0%340

Maryland State Line

0.551

Jefferson Pike 25000 1% 1% 0.091 24000G F1% 9% F G

West Virginia State Line

88%To:

Loudoun County 0.57 0%340 0.646

Ramp 5000 0.099 5000G F G

US 340 Ramp

I-64 EastTo:

From:

Augusta County 0.30340 0.569

Ramp 5300 0.090 5300G F G

US 340 Ramp

I-64 WestTo:

From:

Augusta County 0.19340

Ramp 2700 0.103 2700G F G

US 340 TO I-64 EAST

US 340-S012A US 340- 12A FROM RT 3To:

From:

Augusta County 0.03

North

340

Ramp 5200 0.095 5200G F G

US 340 I-64-W094A FROM & TO IS 64

US 340-S012B US 340- 12B FROM RT 3To:

From:

Augusta County 0.04

North

340 0.593

Ramp 2300 0.095 2300G F G

US 340 I-64-E094A FROM & TO IS 64

US 340-N012A US 340- 12A FROM RT 3To:

From:

Augusta County 0.04

South

340

Ramp 3200 0.091 3200G F G

US 340 TO I-64 WEST

US 340-N012B US 340- 12B FROM RT 3To:

From:

Augusta County 0.06

South

340

3800 1% 1% 0.086 3700N F1% 3% N N

US 340

69-615

94%

Bus From:

To:

From:

Page County 0.20 0%

Bus

340

69-615 Riverbend Rd

0.641

Stonewall Jackson Memorial Highway 3800 1% 1% 0.086 3700G F1% 3% C G

SCL Stanley

94%To:

Page County 3.80 0%340 0.641

5906/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

3800 1% 1% 0.086 3700N F1% 3% N N

SCL Stanley

NCL Stanley

94%

Bus From:To:

From:

Town of Stanley (Maint: 69) 2.08 0%

Bus

340 0.641

3800 1% 1% 0.086 3700N F1% 3% N N

69-632 Stanley

94%

Bus From:

To:

Page County 1.99 0%340

69-632 Alans Rd

0.641

Stonewall Jackson Memorial Highway 5100 0% 1% 0.086 5000G F0% 1% C G

SCL Luray

98%

Bus From:To:

Page County 3.73 0%340 0.624

Virginia Ave 5200 0% 1% 0.086 5200G F0% 1% F G

Linden Ave

97%

Bus From:To:

Town of Luray 0.09 0%340 0.637

Virginia Ave 4900 0% 1% 0.089 4900G F0% 1% C G

Bus US 211

97%

Bus From:

To:

Town of Luray 0.52 0%340 0.551

Broad St 5100 1% 1% 0.082 5000G F1% 1% C G

US 211

97%To:

Town of Luray 0.54 0%340 0.506

Scottsburg Rd 960 2% 3% 0.095 970G F3% 5% C G

SR 360 Bethel Rd

NCL Scottsburg

87%

From:

To:

From:

Halifax County 0%344 0.5

960 2% 3% 0.095 970N F3% 5% N N

41-720 Green Level Rd

87%

From:

To:

Town of Scottsburg (Maint: 41) 0%344 0.5

McDonald Rd 740 1% 2% 0.091 750G F11% 4% C G

ECL Scottsburg

81%

From:

To:

Town of Scottsburg (Maint: 41) 0%344 0.543

740 1% 2% 0.091 750N F11% 4% N N

Staunton River State Park

81%

From:To:

Halifax County 0%344 0.543

McDonald Rd 150 0% 0% 0.116 150G F1% 3% C G

End of Route

97%To:

Halifax County 0%344 0.818

Edmunds Blvd 560 1% 1% 0.152 590G F1% 0% C G

SR 360 Mountain Rd

US 501 Main St

98%To:

From:

Town of Halifax (Maint: 41) 0.12 0%349 0.519

39th St 4200 2% 2% 0.126 4400G F1% 0% F G

US 60 Huntington Ave

Marshall Ave

95%

From:To:

From:

City of Newport News 0.64 0%351 0.704

39th St 8700 2% 2% 0.126 9300G F1% 0% C G

WCL Hampton

95%

From:

To:

City of Newport News 0.87 0%351 0.704

Pembroke Ave 7500 2% 2% 0.126 8000G F1% 0% F G

114-7025 Aberdeen Rd

95%

From:

To:

City of Hampton 0.36 0%351 0.704

Pembroke Ave 7700 2% 2% 0.113 8200G F1% 0% F G

Powhatan Pkwy

95%To:

City of Hampton 1.17 0%351 0.679

5916/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Pembroke Ave 8500 1% 1% 0.121 9100G F1% 0% C G

Powhatan Pkwy

Settlers Landing Rd

97%

From:To:

From:

City of Hampton 1.52 0%351 0.720

Pembroke Ave 8700 1% 1% 0.119 9300G F1% 0% F G

Lasalle Ave

97%

From:To:

City of Hampton 0.14 0%351 0.661

Pembroke Ave 6700 2% 1% 0.112 7100G F0% 0% C G

SR 134 Armistead Ave

97%

From:To:

City of Hampton 0.73 0%351 0.677

Pembroke Ave 8600 1% 1% 0.136 9200G F0% 0% C G

US 258 Mercury Blvd

98%

From:To:

City of Hampton 1.41 0%351 0.706

Pembroke Ave 11000 1% 1% 0.097 11000G F0% 0% F G

Woodland Rd

98%

From:

To:

City of Hampton 0.20 0%351 0.664

Pembroke Ave 9600 1% 1% 0.083 10000G F0% 0% C G

SR 169 W, Old Buckroe Rd

98%

From:

To:

City of Hampton 1.10 0%351 0.511

Pembroke Ave 2200 1% 2% 0.09 2400G F0% 0% C G

SR 169 E, Mallory St

97%

From:

To:

City of Hampton169 0.60 0%351 0.625

Pembroke Ave 2200 1% 2% 0.09 2400N F0% 0% N N

Second St

97%To:

City of Hampton 0.07 0%351 0.625

St Charles Rd 1300 1% 0% 0.111 1300G F0% 1% C G

US 421

SCL Saint Charles

97%

From:

To:

From:

Lee County 2.13 0%352 0.572

1300 1% 0% 0.111 1300N F0% 1% N N

52-634 Bunny Blue Rd

97%To:

Lee County 0.27 0%352 0.572

Duvall St 4200 1% 0% 0.114 4400G F0% 0% C G

Parking Lot; 13th St

8th Street

99%To:

From:

City of Richmond (Maint: 43) 0%353 0.596

River Rd 340 1% 1% 0.095 340F F1% 1% C F

End of Route

51-604 Ottoman Ferry Road

96%

From:To:

From:

Lancaster County 3.64 0%354 0.559

River Rd 2100 1% 1% 0.092 2100F F3% 2% C F

SR 201 White Chapel Rd

94%

From:To:

Lancaster County 3.62 0%354 0.524

River Rd 1000 0% 1% 0.099 1000F F0% 0% C F

51-622 Morattico Rd

98%

From:

To:

Lancaster County 4.10 0%354 0.545

River Rd 910 0% 2% 0.089 900F F0% 1% C F

SR 3 Historyland Hwy

97%To:

Lancaster County 2.17 0%354 0.582

Hilliard Rd 14000 1% 1% 0.104 14000G F0% 1% F G

US 33; Staples Mill Rd

Thornrose Ave

98%

From:

To:

From:

Henrico County 0.67 0%356 0.597

Hilliard Rd 12000 1% 1% 0.109 13000G F0% 1% C G

Hermitage Rd

98%To:

Henrico County 0.60 0%356 0.587

5926/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Hilliard Rd 16000 1% 1% 0.107 17000G F0% 1% F G

Hermitage Rd

SR 161; Lakeside Ave

98%To:

From:

Henrico County 0.16 0%356 0.554

Jamestown Festival Parkway 1200 0% 3% 0.15 1300G F0% 0% C G

Colonial Pkwy

SR 31 Jamestown Rd

96%To:

From:

James City County 0.34 0%359 0.680

River St

Bus

15000 1% 1% 0.089 15000G F1% 5% F G

N Main St

Old Halifax Rd

93%

Bus From:To:

From:

City of Danville58 0.64 0%360 0.514

South Boston Rd 14000 1% 1% 0.085 14000G F1% 5% F G

US 29 Danville Expressway

93%

From:

To:

City of Danville58 1.24 0%360 0.53

South Boston Rd 24000 1% 1% 0.085 25000G F2% 13% F G

Kentuck Rd

84%

From:

To:

City of Danville58 0.90 0%360 0.517

South Boston Rd 18000 1% 1% 0.083 18000G F2% 13% F G

ECL Danville

84%

From:

To:

City of Danville58 1.98 0%360 0.512

Philpott Rd 11000 1% 1% 0.078 11000G F2% 13% F G

SR 62

84%

From:

To:

Pittsylvania County58 2.37 0%360 0.515

Philpott Rd 7000 1% 1% 0.102 7400A A2% 13% C A

Halifax County Line

84%

From:

To:

Pittsylvania County58 3.32 0%360

Pittsylvania County Line

0.552

Philpott Rd 6500 1% 1% 0.081 6800F F2% 13% F F

SR 119 Delila

84%

From:

To:

Halifax County58 3.48 0%360 0.526

Philpott Rd 6400 1% 1% 0.085 6700F F2% 13% F F

41-658 Turbeville Rd; Melon Rd

84%

From:

To:

Halifax County58 6.58 0%360

41-658

0.502

Philpott Rd 7800 1% 1% 0.104 8200A A1% 13% C A

US 501 Huell Mathews Hwy

84%

From:

To:

Halifax County58 9.25 0%360

US 501 Riverdale

0.568

Bill Tuck Hwy 9500 1% 1% 0.083 9700G F1% 13% F G

CL South Boston

84%

From:To:

Town of South Boston (Maint: 41)58 0.18 0%360 0.557

Bill Tuck Hwy 9500 1% 1% 0.083 9700N F1% 13% N N

E US 58

84%

From:

To:

Town of South Boston (Maint: 41)58 0.52 0%360

US 58 E, Bill Tuck Hwy

0.557

John Randolph Blvd 9600 0% 1% 0.088 9500G F1% 8% F G

SCL South Boston

90%

From:

To:

Halifax County 0.45 0%360 0.507

John Randolph Blvd 9600 0% 1% 0.088 9500G F1% 8% F G

SR 304 Seymour Dr

90%

From:

To:

Town of South Boston (Maint: 41) 0.16 0%360 0.507

John Randolph Blvd 9200 0% 1% 0.089 9000G F1% 8% F G

SR 34 Hodges St

90%

From:

To:

Town of South Boston 0.52 0%360 0.520

John Randolph Blvd 10000 0% 1% 0.085 10000G F1% 8% F G

Hamilton Blvd

90%To:

Town of South Boston 0.44 0%360 0.508

5936/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

John Randolph Blvd 9600 0% 1% 0.098 9400G F1% 8% F G

Hamilton Blvd

ECL South Boston

90%

From:To:

From:

Town of South Boston (Maint: 41) 0.09 0%360 0.677

James D Hagood Hwy 6500 0% 1% 0.095 6600F F1% 8% F F

41-716 W Dan River Church Rd

90%

From:

To:

Halifax County 1.43 0%360

41-716 W Pan River Church Rd

0.607

James D Hagood Hwy 6100 0% 1% 0.089 6000G F1% 8% F G

SR 360 Bethel Rd

90%

From:To:

Halifax County 5.28 0%360 0.523

James D Hagood Hwy 6900 0% 1% 0.089 7000F F1% 8% F F

41-607 Rodgers Chapel Road

90%

From:To:

Halifax County 2.40 0%360 0.576

James D Hagood Hwy 5100 0% 1% 0.089 5200F F1% 8% F F

SR 92 South of Clover

90%

From:

To:

Halifax County 2.79 0%360

SR 92 South of Clover Clover Rd

0.535

James D Hagood Hwy 4500 0% 1% 0.087 4600F F1% 8% F F

Charlotte County Line

90%

From:

To:

Halifax County 2.73 0%360

Halifax County Line

0.514

Kings Hwy 4900 0% 1% 0.086 4800G F1% 8% F G

SR 92 JEB Stuart Hwy

90%

From:

To:

Charlotte County 1.73 0%360 0.511

Kings Hwy 3400 0% 1% 0.083 3300G F1% 8% F G

W US 15

90%

From:

To:

Charlotte County 4.64 0%360 0.514

Kings Hwy 4700 1% 1% 0.082 4600G F1% 16% F G

SR 47 Krafton Gate

80%

From:

To:

15 3.88 1%360 0.537

Kings Hwy 4700 1% 1% 0.085 4600G F1% 16% F G

S US 15 BUS

80%

From:

To:

Charlotte County15 6.60 1%360 0.571

Kings Hwy 4400 1% 1% 0.087 4300G F1% 13% F G

SR 40 Keysville

84%

From:To:

Charlotte County15 3.36 0%360 0.568

Kings Hwy 5500 0% 1% 0.084 5400G F1% 8% F G

E US 15

90%

From:To:

15 0%360 0.564

Kings Hwy 4800 0% 1% 0.083 4700G F1% 8% F G

Prince Edward County Line

90%

From:

To:

Charlotte County 1.69 0%360

Charlotte County Line

0.507

Kings Hwy 4200 0% 1% 0.09 4200F F0% 1% C F

55-701 Bruceville Rd

98%

From:To:

Prince Edward County 2.23 0%360 0.603

Kings Hwy 4200 0% 1% 0.09 4300F F0% 0% C F

73-728 Moores Ordinary Rd

99%

From:

To:

Prince Edward County 3.13 0%360 0.609

Kings Hwy 4100 1% 2% 0.088 4200F F2% 3% C F

73-630 Free State Rd

93%

From:

To:

Prince Edward County 0.26 0%360 0.618

Kings Hwy 4200 2% 2% 0.087 4300F F2% 2% C F

73-696 Green Bay Rd

92%

From:

To:

Prince Edward County 3.09 0%360 0.691

4100 0% 1% 0.103 4100A A1% 8% C A

Nottoway County Line

90%To:

Prince Edward County 5.56 0%360 0.615

5946/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Patrick Henry Hwy 4200 0% 1% 0.087 4300F F1% 8% F F

Prince Edward County Line

67-621 Burkes Tavern Rd

90%

From:To:

From:

Nottoway County 1.12 0%360 0.634

4000 1% 1% 0.079 4000G F2% 13% C G

US 460

82%

From:To:

Nottoway County 0.44 0%360 0.613

10000 0% 1% 0.088 10000F F1% 8% F F

WCL Burkeville

90%

From:To:

Nottoway County460 0.14 0%360 0.578

10000 0% 1% 0.088 10000N F1% 8% N N

Bus US 460

90%

From:To:

Town of Burkeville (Maint: 67)460 1.06 0%360 0.578

12000 0% 1% 0.087 12000F F1% 8% F F

ECL Burkeville

90%

From:

To:

Town of Burkeville (Maint: 67)460 0.08 0%360 0.565

12000 0% 1% 0.087 12000N F1% 8% N N

US 460 East Colonial Trail Hwy

90%

From:

To:

Nottoway County460 0.35 0%360 0.565

East Patrick Henry Hwy 3400 1% 1% 0.086 3400F F1% 5% F F

67-723 Lewiston Plank Rd

92%

From:

To:

Nottoway County 0.23 0%360 0.52

East Patrick Henry Hwy 4300 1% 1% 0.084 4300G F1% 5% F G

SR 49 Watsons Wood Rd

92%

From:

To:

Nottoway County 2.46 0%360 0.513

East Patrick Henry Hwy 5600 1% 1% 0.089 5700F F1% 5% F F

Amelia County Line

92%

From:

To:

Nottoway County 4.17 0%360

Nottoway County Line

0.525

Patrick Henry Hwy 6100 1% 1% 0.078 6100G F1% 5% F G

SR 307 Holly Farms Rd

92%

From:

To:

Amelia County 0.49 0%360 0.571

Patrick Henry Hwy 12000 1% 1% 0.090 12000G F1% 5% F G

04-681 Pridesville Rd

92%

From:To:

Amelia County 8.55 0%360 0.551

Patrick Henry Hwy 14000 1% 1% 0.104 15000B A1% 5% C B

Bus US 360 Goodes Bridge Rd

92%

From:To:

Amelia County 2.64 0%360 0.537

Patrick Henry Hwy 14000 1% 1% 0.086 15000G F1% 5% F G

04-604 Chula Rd

92%

From:To:

Amelia County 2.77 0%360 0.576

Patrick Henry Hwy 15000 1% 1% 0.087 15000G F1% 5% F G

Chesterfield County Line; Appomattox River

92%

From:

To:

Amelia County 3.37 0%360

Amelia County Line; Appomattox River

0.584

Hull Street Rd 15000 1% 1% 0.084 15000G F1% 5% F G

20-603 W, Skinquarter Rd

92%

From:

To:

Chesterfield County 5.16 0%360 0.579

Hull Street Rd 17000 1% 1% 0.086 17000G F1% 5% F G

20-730 Baldwin Creek Rd

92%

From:

To:

Chesterfield County 2.84 0%360 0.576

Hull Street Rd 21000 1% 1% 0.080 21000G F1% 5% F G

20-667 Otterdale Rd

92%

From:

To:

Chesterfield County 1.31 0%360 0.577

Hull Street Rd 35000 1% 1% 0.086 36000G F1% 5% F G

20-3600 Woodlake Village Pkw

92%To:

Chesterfield County 1.48 0%360 0.572

5956/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Hull Street Rd 46000 1% 1% 0.084 47000G F1% 5% F G

20-3600 Woodlake Village Pkwy

20-702 Spring Run

92%

From:To:

From:

Chesterfield County 0.99 0%360 0.598

Hull Street Rd 68000 1% 1% 0.085 69000G F1% 5% F G

SR 288

92%

From:To:

Chesterfield County 2.19 0%360 0.623

Hull Street Rd 41000 1% 1% 0.085 42000G F1% 5% F G

20-653 Courthouse Rd

92%

From:To:

Chesterfield County 3.20 0%360 0.576

Hull Street Rd 36000 1% 1% 0.095 37000G F1% 5% F G

20-647 Walmsley Blvd

92%

From:To:

Chesterfield County 2.21 0%360 0.729

Hull Street Rd 33000 1% 1% 0.100 34000G F1% 5% F G

SR 150 Chippenham Pkwy; WCL Richmond

92%

From:

To:

Chesterfield County 2.25 0%360 0.748

Hull Street Rd 18000 0% 1% 0.09 20000G F0% 0% F G

Hey Rd

98%

From:

To:

City of Richmond 0.61 0%360 0.62

Hull Street Rd 17000 0% 1% 0.098 19000G F0% 0% F G

SR 161 Belt Blvd

98%

From:

To:

City of Richmond 2.18 0%360 0.631

Hull St 13000 0% 1% 0.091 15000G F0% 0% F G

McGuire Dr

98%

From:

To:

City of Richmond 0.18 0%360 0.698

Hull St 13000 2% 1% 0.084 15000G F0% 0% C G

Midlothian Tpke

97%

From:

To:

City of Richmond 1.05 0%360 0.649

Hull St 19000 1% 1% 0.083 20000G F0% 0% C G

US 1 Jefferson Davis Hwy

97%

From:

To:

City of Richmond 0.54 0%360 0.600

Hull St 10000 0% 1% 0.083 12000G F0% 0% F G

Commerce Rd

98%

From:To:

City of Richmond 0.55 0%360 0.563

Hull St 15000 1% 1% 0.087 17000G F1% 0% C G

1st St

97%

From:To:

City of Richmond 0.37 0%360 0.520

Mayo Bridge 15000 0% 1% 0.097 17000G F0% 0% F G

Dock St

98%

From:To:

City of Richmond 0.51 0%360 0.501

14th St 11000 0% 1% 0.093 13000G F0% 0% F G

US 60 Cary St

98%

From:To:

City of Richmond 0.08 0%360 0.507

14th St 11000 0% 1% 0.093 13000N F0% 0% N N

US 60 Par, Main St

98%

From:

To:

City of Richmond60 0.08 0%360

14th St

0.507

Main St 14000 0% 1% 0.102 NAG F0% 0% F

18th St

98%

From:

To:

City of Richmond60 0.30 0%360

US 60 Main St

0.748

18th St 5700 0% 1% 0.096 6600G F0% 0% F G

Grace St

98%To:

City of Richmond 0.14 0%360 0.677

5966/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

18th St 5000 0% 1% 0.094 5800G F0% 0% F G

Grace St

US 250 Broad St

98%

From:

To:

From:

City of Richmond 0.06 0%360

7200 0% 1% 0.096 8200G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.887

0.733

18th St 9100 0% 1% 0.113 10000G F0% 0% F G

Venable St

98%

From:

To:

City of Richmond 0.19 0%360

22000 0% 1% 0.109 25000G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.842

18th St 2600 0% 1% 0.126 3000G F0% 0% F G

Balding St

98%

From:

To:

City of Richmond 0%360

18th St

6200 0% 1% 0.109 7100G F1% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.656

0.842

Balding St 2600 0% 1% 0.126 3000N F0% 0% N N

17th St

98%

From:

To:

City of Richmond 0%360

Balding St

6200 0% 1% 0.109 7100N F1% 0% N N98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.656

0.842

17th St, Oliver Hill Way 5800 1% 0% 0.104 6600G F1% 0% C G

Fairfield Way

98%

From:

To:

City of Richmond 0.19 0%360

17th St

0.585

Fairfield Way 4800 0% 1% 0.148 5300A A0% 0% C A

Mechanicsville Tpke

98%

From:

To:

City of Richmond 0.54 0%360

Fairfield Way

0.629

Mechanicsville Tpke 10000 1% 1% 0.108 11000G F0% 1% C G

I-64

97%

From:

To:

City of Richmond 0.44 0%360 0.761

Mechanicsville Tpke 32000 0% 1% 0.092 NAG F0% 1% F

ECL Richmond

97%

From:

To:

City of Richmond 0%360 0.659

Mechanicsville Tpke 29000 0% 1% 0.089 33000G F0% 1% F G

Laburnum Ave

97%

From:To:

Henrico County 0%360 0.652

Mechanicsville Tpke 27000 0% 1% 0.12 29000A A0% 1% C A

Hanover County Line

97%

From:

To:

Henrico County 1.41 0%360

Henrico County Line

0.605

Mechanicsville Tpke 27000 0% 1% 0.12 29000A A0% 1% C A

Bus US 360, Mechanicsville Tpke

97%

From:To:

Hanover County 0.27 0%360 0.605

Mechanicsville Bypass 22000 0% 1% 0.095 25000G F0% 1% F G

SR 156 Cold Harbor Rd

97%

From:To:

Hanover County 0.73 0%360 0.577

Mechanicsville Bypass 22000 0% 1% 0.095 25000N F0% 1% N N

Bus US 360, Mechanicsville Tpke

97%

From:

To:

Hanover County 0.13 0%360 0.577

Mechanicsville Tpke 22000 0% 1% 0.095 25000N F0% 1% N N

I-295

97%

From:

To:

Hanover County 0.33 0%360 0.577

Mechanicsville Tpke 46000 0% 1% 0.089 49000G F0% 1% F G

42-643 Lee Davis Road

97%

From:

To:

Hanover County 1.30 0%360 0.606

Mechanicsville Tpke 25000 0% 1% 0.082 26000G F0% 1% F G

42-1015 Creighton Pkwy

97%To:

Hanover County 1.19 0%360 0.613

5976/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Mechanicsville Tpke 17000 0% 1% 0.085 18000G F0% 1% F G

42-1015 Creighton Pkwy

42-615 Walnut Grove Rd

97%

From:To:

From:

Hanover County 1.37 0%360 0.678

Mechanicsville Tpke 21000 0% 1% 0.089 21000G F0% 1% F G

42-606 Old Church Rd; Studley Rd

97%

From:To:

Hanover County 3.23 0%360 0.667

Mechanicsville Tpke 18000 0% 1% 0.096 18000G F0% 1% F G

King William County Line

97%

From:

To:

Hanover County 4.32 0%360

Hanover County Line

0.688

Richmond Tappahannock Hwy 17000 0% 1% 0.095 16000G F1% 3% F G

50-605 Old Newcastle Rd

94%

From:To:

King William County 2.35 0%360 0.700

Richmond Tappahannock Hwy 15000 0% 1% 0.097 NAG F1% 3% C

SR 30 King William Rd

94%

From:

To:

King William County 2.77 0%360 0.527

Richmond Tappahannock Hwy 11000 0% 1% 0.09 10000G F1% 3% F G

King & Queen County Line

94%

From:

To:

King William County 3.34 0%360

King William County Line

0.65

Richmond Hwy 9500 0% 1% 0.087 9400G F1% 3% F G

SR 14 The Trail

94%

From:

To:

King & Queen County 2.91 0%360 0.662

Richmond Hwy 7800 1% 1% 0.087 7700G F2% 4% C G

Essex County Line

92%

From:

To:

King & Queen County 6.29 0%360

King & Queen County Line

0.634

Richmond Hwy 8200 1% 1% 0.091 8300G F2% 4% F G

28-620 Dunbrooke Rd; Powcan Rd

92%

From:

To:

Essex County 0.45 0%360 0.567

Richmond Hwy 9300 1% 1% 0.094 9200F F1% 1% C F

W US 17

97%

From:

To:

Essex County 6.41 0%360 0.559

Tappahannock Blvd 20000 0% 1% 0.082 18000G F1% 5% F G

CL Tappahannock

94%

From:To:

Essex County17 0.20 0%360 0.515

20000 0% 1% 0.082 18000N F1% 5% N N

E US 17

94%

From:To:

Town of Tappahannock (Maint: 28)17 2.24 0%360 0.515

Queen St 12000 1% 1% 0.081 13000F F1% 3% F F

Richmond County Line

95%

From:

To:

Town of Tappahannock (Maint: 28) 0.25 0%360

Essex County Line

0.562

Richmond Rd 13000 1% 1% 0.082 13000G F1% 3% F G

79-624 W; Newland Rd

95%

From:

To:

Richmond County 3.98 0%360

79-624 W, Newland Rd

0.603

Richmond Rd 12000 1% 1% 0.103 13000A A1% 3% C A

WCL Warsaw

95%

From:

To:

Richmond County 0.40 0%360 0.591

Richmond Rd 12000 1% 1% 0.103 13000N A1% 3% N N

W SR 3 Bus

95%

Bus From:

To:

Town of Warsaw (Maint: 79) 2.02 0%360 0.591

Richmond Rd 12000 1% 1% 0.084 12000G F1% 3% F G

E SR 3 Bus, SR 3

95%To:

Town of Warsaw (Maint: 79)3 0.78 0%360 0.609

5986/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Richmond Rd 5900 1% 1% 0.086 5800G F1% 3% F G

E SR 3 Bus, SR 3

ECL Warsaw

95%

From:To:

From:

Town of Warsaw (Maint: 79) 0.37 0%360 0.662

Richmond Rd 5900 1% 1% 0.086 5800N F1% 3% N N

79-661 Totuskey Church Rd

95%

From:To:

Richmond County 4.59 0%360 0.662

Richmond Rd 4800 1% 1% 0.093 4700G F1% 3% F G

Northumberland County Line

95%

From:

To:

Richmond County 2.97 0%360

Richmond County Line

0.622

Richmond Rd 5200 1% 1% 0.087 5100F F1% 3% F F

SR 202 Hampton Hall Rd

95%

From:To:

Northumberland County 3.19 0%360 0.531

Northumberland Hwy 7600 1% 1% 0.085 7500F F1% 3% F F

66-750 Supply Lane

95%

From:

To:

Northumberland County 0.39 0%360 0.505

Northumberland Hwy 7100 1% 1% 0.083 7000F F1% 3% F F

SR 201 Courthouse Rd

95%

From:

To:

Northumberland County 6.74 0%360 0.502

Northumberland Hwy 4600 1% 1% 0.084 4500F F1% 3% C F

SR 200 Jesse DuPont Memorial Hwy

95%

From:

To:

Northumberland County 7.91 0%360 0.530

Northumberland Hwy 5200 1% 1% 0.089 5100F F1% 3% F F

66-646 E, Fairport Rd

95%

From:

To:

Northumberland County 3.05 0%360 0.539

Northumberland Hwy 2700 0% 1% 0.09 2600F F0% 2% C F

66-657 Fleeton Rd

96%

From:

To:

Northumberland County 2.14 0%360 0.558

Main St 730 0% 1% 0.114 710F F0% 1% C F

66-644 Reed Ave; Main Street

98%To:

Northumberland County 0.45 0%360 0.546

Ramp 11000 0.083 12000G F G

US 360 Mechanicsville Tpke

I-64 WestTo:

From:

City of Richmond (Maint: 43) 0.11360

Ramp 980 0.102 1000G F G

US 360 E, Mechanicsville Tpke

I-64 East Collector RdTo:

From:

City of Richmond (Maint: 43) 0.15

East

360

Ramp 2000 0.106 2000G F G

US 360 E, Mechanicsville Tpke

I-295 EastTo:

From:

Hanover County 0.43

East

360

Ramp 3700 0.138 3700G F G

US 360 E, Mechanicsville Tpke

I-295 WestTo:

From:

Hanover County 0.23

East

360

Ramp 2500 0.111 2600G F G

US 360 W, Mechanicsville Tpke

I-64 East Collector RdTo:

From:

Henrico County 0.19

West

360

Ramp 2900 0.089 2900G F G

US 360 W, Mechanicsville Tpke

I-295 EastTo:

From:

Hanover County 0.20

West

360

5996/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 7600 0.119 7600G F G

US 360 W, Mechanicsville Tpke

I-295 WestTo:

From:

Hanover County

West

360

Grace St 1600 0% 1% 0.119 1800G F0% 0% F G

US 360; 18th St

17th St

98%

From:

To:

From:

City of RichmondP

0.06 0%360

Grace St

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.896

17th St 2100 0% 1% 0.124 2500G F0% 0% F G

US 250 Broad St

98%

From:To:

City of RichmondP

0.08 0%360

7200 0% 1% 0.096 8200G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.788

0.733

17th St 12000 0% 1% 0.131 14000G F0% 0% F G

Ramp From I-95; Venable St

98%

From:To:

City of RichmondP

0.18 0%360

22000 0% 1% 0.109 25000G F0% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.843

17th St 3600 1% 1% 0.131 4100G F1% 0% C G

Balding St

98%

To:

City of RichmondP

0%360

6200 0% 1% 0.109 7100G F1% 0% F G98% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.843

Mechanicsville Tpke 4400 1% 1% 0.1 4700G F0% 0% C G

US 360 West of Mechanicsville

SR 156 Cold Harbor Rd; 42-638 Atlee Rd

98%

Bus From:

To:

From:

Hanover County 0.49 0%

Bus

360 0.651

Mechanicsville Tpke 4700 1% 1% 0.087 4900G F0% 0% F G

US 360 East of Mechanicsville

98%To:

Hanover County 0.29 0%360 0.989

Goodes Bridge Rd 3900 0% 1% 0.091 3900G F1% 1% C G

US 360 West of Amelia

US 360 East of Amelia

98%To:

From:

Amelia County 2.94 0%

Bus

360 0.553

2nd St

Bus

720 0% 1% 0.113 730G F2% 1% C G

US 460

WCL Burkeville

96%

BusBus From:To:

From:

Nottoway County460 0.18 0%

Bus

360 0.567

720 0% 1% 0.113 730N F2% 1% N N

67-724 Harris Spring Rd

96%

BusBus From:To:

Town of Burkeville (Maint: 67)460 0.30 0%360 0.567

2nd St 1500 0% 1% 0.097 1600G F2% 1% F G

67-628 Agnew St

96%

BusBus From:To:

Town of Burkeville (Maint: 67)460 0.21 0%360 0.592

2nd St 1800 0% 1% 0.094 1800G F1% 1% C G

US 460 East of Burkeville

97%To:

Town of Burkeville (Maint: 67)460 0.44 0%360 0.584

Olds Kings Hwy

Bus

1300 1% 1% 0.110 1200G F1% 5% C G

US 15 S OF KEYSVILLE

CL Keysville

93%

BusBus From:

To:

From:

Charlotte County15 3.17 0%

Bus

360 0.579

1300 1% 1% 0.110 1200N F1% 5% N N

S SR 40

93%To:

Town of Keysville (Maint: 19)15 0.49 0%360 0.579

6006/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

McDonald Rd

Bus

5000 1% 1% 0.092 4900G F1% 5% F G

S SR 40

N SR 40

93%

BusBus From:To:

From:

15 40 0.56 0%

Bus

360 0.548

Four Locust Hwy 4500 1% 1% 0.086 4400G F1% 5% F G

CL Keysville

93%

BusBus From:To:

Town of Keysville (Maint: 19)15 0.37 0%360 0.534

4500 1% 1% 0.086 4400N F1% 5% N N

US 15 N OF KEYSVILLE

93%To:

Charlotte County15 0%360 0.534

North Main St 8200 0% 1% 0.089 8700G F0% 0% F G

Riverside Dr

Worsham St

98%

From:To:

From:

City of Danville293 0.37 0%360 0.586

North Main St 9200 0% 1% 0.09 9700G F0% 0% F G

North Main St

98%

From:

To:

City of Danville293 0.33 0%360

SR 293 North Main St

0.579

Richmond Blvd 2800 0% 0% 0.101 3000G F0% 0% C G

ECL Danville

99%

From:

To:

City of Danville 1.31 0%360 0.528

Old Richmond Rd 4200 0% 0% 0.088 4100G F0% 0% F G

US 29

99%

From:

To:

Pittsylvania County 0.41 0%360 0.594

Old Richmond Rd 1700 0% 0% 0.093 1700G F0% 0% F G

71-726 Malmaison Road; Kentuck Church Road

99%

From:

To:

Pittsylvania County 5.79 0%360 0.598

Old Richmond Rd 520 1% 1% 0.110 510G F1% 2% C G

71-716 Keeling Drive

95%

From:

To:

Pittsylvania County 3.66 0%360 0.731

Old Richmond Rd 990 1% 2% 0.100 970G F1% 2% C G

Halifax County Line

95%

From:

To:

Pittsylvania County 7.32 0%360

Pittsylvania County Line

0.658

Mountain Rd 1100 0% 1% 0.092 1100F F0% 4% C F

41-683 Oak Level Road

95%

From:To:

Halifax County 5.11 0%360 0.537

Mountain Rd 1800 0% 1% 0.100 1800F F1% 2% C F

41-681 Union Church Road

96%

From:To:

Halifax County 5.65 0%360 0.551

Mountain Rd 5100 0% 1% 0.092 5000F F0% 4% F F

41-654 Singi Rd

95%

From:To:

Halifax County 2.57 0%360 0.568

Mountain Rd 1600 0% 1% 0.086 1700N F0% 2% N N

WCL Halifax

96%

From:

To:

Halifax County 0.30 0%360 0.565

Mountain Rd 1600 0% 1% 0.086 1700F F0% 2% C F

US 501 South

96%

From:

To:

Town of Halifax (Maint: 41) 1.72 0%360

US 501 S

0.565

Main St 8000 1% 1% 0.081 8500G F0% 2% F G

US 501 N

96%

From:

To:

Town of Halifax (Maint: 41)501 0.78 0%360

US 501 N, L P Bailey Memorial Hwy

0.617

Bethel Rd 3200 1% 1% 0.087 3400G F2% 8% C G

ECL Halifax

89%To:

Town of Halifax (Maint: 41) 0.16 0%360 0.599

6016/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Bethel Rd 2500 0% 1% 0.095 2500G F2% 11% C G

ECL Halifax

US 360 James D Hagood Hwy

86%To:

From:

Halifax County 6.29 0%360 0.536

6600 0% 1% 0.11 7000A A0% 3% C A

SR 381 Commonwealth Ave

I-81

96%

North From:

To:

From:

City of Bristol (Maint: 95) 1.14 0%

North

381

Ramp to I-81 South

13000 0% 1% 0.11 13000A A0% 2% C A96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

I-381 N Ramp 5800 0% 1% 0.092 6100F F1% 0% C F

I-81 North

99%

To:

City of Bristol (Maint: 95) 0.25 0%381

11000 0% 1% 0.11 12000F A1% 9% F F89% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

Ramp I-381 N to I-81 S 880 0.111 930F F F

I-381 North

I-81 SouthTo:

From:

City of Bristol (Maint: 95) 0.31

North

381

6000 0% 1% 0.113 6400A A0% 2% C A

SR 381 Commonwealth Ave

I-81

96%

South From:

To:

From:

City of Bristol (Maint: 95) 0%

South

381

Ramp From I-81 North

13000 0% 1% 0.11 13000A A0% 2% C A96% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.527

I-381 S Ramp 5400 1% 1% 0.113 5700F A1% 18% F F

I-81 South

78%

To:

City of Bristol (Maint: 95) 0.61 1%381

11000 0% 1% 0.093 12000F F1% 9% F F89% 1%Combined Traffic Estimates for 2 Parallel Roadways on this Route: 0.515

Commonwealth Ave 11000 0% 1% 0.095 12000G F0% 4% F G

State St; Tennessee State Line

US 421 Goode St

95%

From:To:

From:

City of Bristol19 421 0.07 0%381 0.573

Commonwealth Ave 12000 0% 1% 0.093 13000G F0% 4% F G

SR 113 Cumberland St

95%

From:To:

City of Bristol19 421 0.16 0%381 0.545

Commonwealth Ave 13000 0% 1% 0.093 14000G F0% 3% F G

SR 133 Par; Sycamore St

96%

From:To:

City of Bristol19 421 0.16 0%381 0.547

Commonwealth Ave 13000 0% 1% 0.094 14000G F0% 3% F G

US 11 Euclid Ave

96%

From:To:

City of Bristol19 421 0.19 0%381 0.554

Commonwealth Ave 13000 0% 1% 0.092 14000G F0% 3% F G

Keys St; I-381

96%To:

City of Bristol 0.63 0%381 0.564

Ramp NA NA NA

I-395-S001B TO RT 495

I-495-N FROM 395 N & STo:

From:

Fairfax County 0.38395

Northbound Express Lane 17000 2% 1% 0.127 22000G F0% 0% F G

Reversible Lane Split

District of Columbia Line

97%

To:

From:

Arlington County 1.21 0%

ExpN

395

108000 1% 1% NA 117000G 1% 1% F G97% 0%Combined Traffic Estimates for 4 Parallel Roadways on this Route:

6026/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 2900 0.251 2900G F G

I-395-1 TO PENTAGON & EADS ST-BUSES ONL

00-6723; 00-6723- 1A FROM & TO RT 39To:

From:

Arlington County 0.10

ExpN

395

Southbound Express Lane 5400 2% 1% 0.124 7100G F0% 0% F G

Reversible Lane Split

District of Columbia Line

97%

To:

From:

Arlington County 1.25 0%

ExpS

395

108000 1% 1% NA 117000G 1% 1% F G97% 0%Combined Traffic Estimates for 4 Parallel Roadways on this Route:

Ramp NA NA NA

I-395-3 TO RT 395 SOUTH

I-395-S FROM RT 395 SO EXPRESSTo:

From:

Arlington County 0.03

ExpS

395

Ramp 1900 0.121 1900G F G

I-395-3 TO PENTAGON & EADS ST-BUSES ONL

00-6723 PENTAGON ROTARY ROADWAY FROM RTo:

From:

Arlington County 0.12

ExpS

395

77000 1% 1% 0.074 79000N F1% 1% N N

I-95; 29-644 Franconia Springfield Rd

I-495 Capital Beltway

97%

North From:To:

From:

Fairfax County 0.67 0%

North

395

178000 1% 1% NA 190000N 1% 1% N N97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

77000 1% 1% 0.074 79000G F1% 1% F G

29-648 Edsall Rd

97%

North From:

To:

Fairfax County 1.11 0%395

178000 1% 1% NA 190000G 1% 1% F G97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

74000 1% 1% 0.072 77000G F1% 1% F G

Turkeycock Reversible Lane Ramps

97%

North From:

To:

Fairfax County 0.91 0%395

166000 1% 1% NA 178000G 1% 1% F G97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

71000 1% 1% 0.082 74000A A1% 1% C A

WCL Alexandria

97%

North From:

To:

Fairfax County 0.51 0%395

Fairfax County Line

142000 1% 1% NA 149000G 1% 1% C G97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

71000 1% 1% 0.082 74000A A1% 1% C A

SR 236 Duke St

97%

North From:To:

City of Alexandria (Maint: 29) 0.21 0%395

142000 1% 1% NA 149000G 1% 1% C G97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

70000 1% 1% 0.074 72000G F1% 1% F G

Seminary Rd

97%

North From:To:

City of Alexandria (Maint: 29) 1.64 0%395

148000 1% 1% NA 155000G 1% 1% F G97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

73000 1% 1% 0.075 75000G F1% 1% F G

SR 7 King St, Arlington County Line

97%

To:

City of Alexandria (Maint: 29) 1.11 0%395

162000 1% 1% NA 173000G 1% 1% F G97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

6036/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

78000 1% 1% 0.073 80000G F1% 1% F G

SR 7 King St, Arlington County Line

Quaker Lane, WCL Alexandria

97%

North From:

To:

From:

Arlington County 0.77 0%

North

395

Quaker Lane, Arlington County Line

172000 1% 1% NA 183000G 1% 1% F G97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

78000 1% 1% 0.073 80000G F1% 1% F G

Arlington County Line

97%

North From:

To:

City of Alexandria (Maint: 00) 0.26 0%395

WCL Alexandria

159000 1% 1% NA 165000G 1% 1% F G97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

78000 1% 1% 0.073 80000G F1% 1% F G

SR 120 Glebe Rd

97%

North From:To:

Arlington County 0.15 0%395

159000 1% 1% NA 165000G 1% 1% F G97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

77000 1% 1% 0.083 79000G F1% 1% F G

SR 27 Washington Boulevard

97%

North From:To:

Arlington County 1.20 0%395

154000 1% 1% NA 161000G 1% 1% F G97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

42000 1% 1% 0.08 43000G F1% 1% F G

US 1 Richmond Hwy

97%

North From:To:

Arlington County 1.42 0%395

108000 1% 1% NA 117000G 1% 1% F G97% 0%Combined Traffic Estimates for 4 Parallel Roadways on this Route:

57000 1% 1% 0.066 58000G F1% 1% F G

George Washington Parkway

97%

North From:

To:

Arlington County1 0.55 0%395

154000 1% 1% NA 165000G 1% 1% F G97% 0%Combined Traffic Estimates for 4 Parallel Roadways on this Route:

57000 1% 1% 0.066 58000N F1% 1% N N

District of Columbia Line

97%

To:

Arlington County1 0.02 0%395

154000 1% 1% NA 165000N 1% 1% N N97% 0%Combined Traffic Estimates for 4 Parallel Roadways on this Route:

Ramp NA NA NA

I-395-N TO 495 NORTH

29-789-N003A FROM RT 78900- COMMERCE ROADNorth From:

To:

From:

Fairfax County 0.10

North

395

Ramp NA NA NA

29-644-W006C FROM RT 644 WESTNorth From:

To:

Fairfax County 0.09395

Ramp NA NA NA

I-395-S001B TO RT 495To:

Fairfax County 0.60395

Exit 2A 7000 0.087 7000G F G

I-395 North

29-648 E, Edsall RdTo:

From:

Fairfax County 0.16

North

395

Exit 2B 6100 0.13 6100G F G

I-395 North

29-648 W, Edsall RdTo:

From:

Fairfax County 0.12

North

395

6046/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Turkeycock Interchange 2200 0.272 2200G F G

I-395 North

I-395 R Reversible Lanes NBTo:

From:

Fairfax County 0.24

North

395

Ramp 6400 0.092 6400G F G

I-395 North

SR 236 E, Duke StTo:

From:

City of Alexandria (Maint: 29) 0.20

North

395

Ramp 5400 0.082 5400G F G

I-395 North

SR 236 W, Duke StTo:

From:

City of Alexandria (Maint: 29) 0.13

North

395

Ramp 9700 0.075 9700G F G

I-395 North

Seminary Rd

North From:

To:

From:

City of Alexandria (Maint: 29) 0.18

North

395

SR 420-W000X RT 395 N & RT 420 WEST COLL

Ramp NA NA NA

I-395-N FROM RT 42000- SEMINARY ROADTo:

City of Alexandria (Maint: 29) 0.16395

Ramp 7600 0.088 7600G F G

I-395 North

Ramp SplitTo:

From:

City of Alexandria (Maint: 00) 0.30

North

395

Ramp 3800 0.083 3800G F G

I-395-N005A TO RT EAST & WEST00- KING ST

I-395-N005A TO RT EAST & WEST00- KING STTo:

From:

City of Alexandria (Maint: 00) 0.27

North

395

Ramp 6300 0.092 6300G F G

I-395 North

I-395 North Exit 6B RampNorth From:

To:

From:

City of Alexandria (Maint: 00) 0.07

North

395

Ramp 1900 0.121 1900G F G

SR 402 Quaker LaneTo:

City of Alexandria (Maint: 00) 0.14395

Ramp 4500 0.09 4500G F G

I-395 North Exit 6A Ramp

SR 402 RampTo:

From:

City of Alexandria (Maint: 00) 0.30

North

395

Ramp 9200 0.073 9200G F G

I-395 North

SR 120 Glebe RdTo:

From:

Arlington County 0.12

North

395

Ramp 4200 0.099 4200G F G

I-395 North

SR 120 W, Glebe RdTo:

From:

Arlington County 0.11

North

395

Ramp 12000 0.094 12000G F G

I-395 North

Ramp from Arlington Ridge Rd

North From:

To:

From:

Arlington County 0.17

North

395

00-6624-N000A FROM ARLINGTON RIDGE ROAD

Ramp NA NA NA

I-395-N008D TO ARMY NAVY DRIVETo:

Arlington County 0.12395

6056/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp NA NA NA

I-395-N008D TO ARMY NAVY DRIVE

SR 27-W FROM RT 395 NORTH & ARLINGTON RTo:

From:

Arlington County 0.17

North

395

Ramp 17000 0.124 17000G F G

I-395 North

SR 27To:

From:

Arlington County 0.25

North

395

Ramp 7500 0.108 7500G F G

I-395 North

SR 27-E001C FROM RT 27 EASTNorth From:

To:

From:

Arlington County 0.14

North

395

Ramp NA NA NA

00-6605; 00-6606; 00-6605- 2A FROTo:

Arlington County 0.18395

Ramp 3100 0.116 3100G F G

I-395-N008A TO ARMY NAVY DRIVE

SR 27-E001B FROM RT 395 NORTH & ARLINGTTo:

From:

Arlington County 0.08

North

395

Ramp 14000 0.084 14000G F G

I-395-N TO RT 395 NO EXPRESS

I-395-1 FROM RT 395 NORTHTo:

From:

Arlington County 0.11

North

395

Ramp 4000 0.102 4000G F G

I-395 North

I-395 North Exit 10D Ramp

North From:

To:

From:

Arlington County 0.01

North

395

I-395-N010D BUS RAMPBARRICADED

Ramp NA NA NA

I-395-N010B TO GEORGE WASHNGTN MEM PKWYNorth From:

To:

Arlington County 0.01395

Ramp NA NA NA

BOUNDARY CHANNEL DRIVE BOUNDARY CHANNEL CRTo:

Arlington County 0.09395

Ramp 4700 0.11 4700G F G

I-395-N010A TO GEORGE WASHNGTN MEM PKWY

GEO WASH MEM PKWY FROM RT 395 NORTHTo:

From:

Arlington County (Maint: 999)

North

395

Ramp 2600 0.088 2600G F G

I-395 North

SR 90005 George Washington PkwyTo:

From:

Arlington County (Maint: 999) 0.07

North

395

Ramp NA NA NA

I-395-N010A BUS RAMPBARRICADED

I-395-N; 00-99016-S000A FROM GEO WASHTo:

From:

Arlington County 0.06

North

395

19000 1% 1% 0.094 24000G F1% 3% F G

I 95 Reversible Lanes

29-644 Franconia Springfield Rd

94%

To:

From:

Fairfax County 0.46 0%

Rev

395

231000 1% 1% NA 236000N 1% 7% N N91% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

6066/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

23000 2% 1% 0.104 30000G F0% 0% F G

29-644 Franconia Springfield Rd

Ramp to 395 at Turkeycock

97%

Rev From:

To:

From:

Fairfax County 2.64 0%

Rev

395

178000 1% 1% NA 190000G 1% 1% F G97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

9400 2% 1% 0.389 13000A A0% 0% C A

WCL Alexandria

97%

Rev From:

To:

Fairfax County 0.16 0%395

Fairfax County Line

142000 1% 1% 0.083 149000G B1% 1% C G97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

1

0.626

9400 2% 1% 0.389 13000A A0% 0% C A

Seminary Rd

97%

Rev From:To:

City of Alexandria (Maint: 29) 2.19 0%395

142000 1% 1% 0.083 149000G B1% 1% C G97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

1

0.626

23000 2% 1% 0.095 30000G F0% 0% F G

SR 7; Arlington County Line

97%

Rev From:

To:

City of Alexandria (Maint: 29) 0.71 0%395

SR 7; ECL Alexandria

162000 1% 1% NA 173000G 1% 1% F G97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

23000 2% 1% 0.095 30000G F0% 0% F G

Quaker Lane; WCL Alexandria

97%

Rev From:

To:

Arlington County 0.77 0%395

Quaker Lane; Arlington County Line

172000 1% 1% NA 183000G 1% 1% F G97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

8900 2% 1% 0.101 12000G F0% 0% F G

Arlington County Line

97%

Rev From:

To:

City of Alexandria (Maint: 00) 0.26 0%395

NCL Alexandria

159000 1% 1% NA 165000G 1% 1% F G97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

0.593

8900 2% 1% 0.101 12000G F0% 0% F G

Reversible Lane Split North of Washington Blvd

97%

To:

Arlington County 2.13 0%395

159000 1% 1% NA 165000G 1% 1% F G97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

0.593

Ramp NA NA NA

I-395-R TO RT 395 SOUTH

I-395-S FROM REVERSIBLE LANESTo:

From:

Fairfax County 0.45

Rev

395

78000 1% 0% 0.074 80000N F1% 1% N N

I-95; 29-644 Franconia Springfield Rd

I-495 Capital Beltway

98%

South From:To:

From:

Fairfax County 0.72 0%

South

395

178000 1% 1% NA 190000N 1% 1% N N97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

78000 1% 0% 0.074 80000G F1% 1% F G

29-648 Edsall Rd

98%

South From:To:

Fairfax County 1.01 0%395

178000 1% 1% NA 190000G 1% 1% F G97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

69000 1% 0% 0.071 71000G F1% 1% F G

Turkeycock Reversible Lane Ramps

98%

To:

Fairfax County 0.69 0%395

166000 1% 1% NA 178000G 1% 1% F G97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

6076/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

61000 1% 0% 0.074 63000G B1% 1% C G

Turkeycock Reversible Lane Ramps

WCL Alexandria

98%

South From:

To:

From:

Fairfax County 0.42 0%

South

395

Fairfax County Line

142000 1% 1% 0.083 149000G B1% 1% C G97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route: 0.626

61000 1% 0% 0.074 63000G B1% 1% C G

SR 236 Duke St

98%

South From:

To:

City of Alexandria (Maint: 29) 0.71 0%395

142000 1% 1% 0.083 149000G B1% 1% C G97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route: 0.626

68000 1% 0% 0.076 71000G F1% 1% F G

Seminary Rd

98%

South From:To:

City of Alexandria (Maint: 29) 1.44 0%395

148000 1% 1% NA 155000G 1% 1% F G97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

67000 1% 0% 0.077 69000G F1% 1% F G

SR 7 King St, Arlington County Line

98%

South From:

To:

City of Alexandria (Maint: 29) 0.75 0%395

SR 7 King St, WCL Alexandria

162000 1% 1% NA 173000G 1% 1% F G97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

72000 1% 0% 0.072 74000G F1% 1% F G

Quaker Lane, WCL Alexandria

98%

South From:

To:

Arlington County 0.77 0%395

Quaker Lane, Arlington County Line

172000 1% 1% NA 183000G 1% 1% F G97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

72000 1% 0% 0.072 74000G F1% 1% F G

Arlington County Line

98%

South From:

To:

City of Alexandria (Maint: 00) 0.26 0%395

NCL Alexandria

159000 1% 1% NA 165000G 1% 1% F G97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

72000 1% 0% 0.072 74000G F1% 1% F G

SR 120 Glebe Rd

98%

South From:

To:

Arlington County 0.52 0%395

159000 1% 1% NA 165000G 1% 1% F G97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

68000 1% 0% 0.074 70000G F1% 1% F G

SR 27 Washington Blvd

98%

South From:

To:

Arlington County 0.74 0%395

154000 1% 1% NA 161000G 1% 1% F G97% 0%Combined Traffic Estimates for 3 Parallel Roadways on this Route:

44000 1% 0% 0.074 45000G F1% 1% F G

SR 110

98%

South From:To:

Arlington County 1.56 0%395

108000 1% 1% NA 117000G 1% 1% F G97% 0%Combined Traffic Estimates for 4 Parallel Roadways on this Route:

75000 1% 0% 0.075 78000G F1% 1% F G

District of Columbia Line

98%

To:

Arlington County1 0.52 0%395

154000 1% 1% NA 165000G 1% 1% F G97% 0%Combined Traffic Estimates for 4 Parallel Roadways on this Route:

Ramp NA NA NA

I-395-S RAMP TO 644

I-495-N058A FROM RT 495 NORTH95 SOUTHTo:

From:

Fairfax County 0.15

South

395

6086/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp NA NA NA

I-495-N058A FROM RT 495 NORTH95 SOUTH

I-495-S058C FROM RT 495 SOUTHSouth From:

To:

From:

Fairfax County 0.21

South

395

Ramp NA NA NA

I-495-S058D FROM 495 SOUTH TO 644 EASTSouth From:

To:

Fairfax County 0.05395

Ramp NA NA NA

I-395-S001D TO RT 644 WEST00- OLD KEEN M

South From:

To:

Fairfax County 0.54395

I-395 South Exit 1D

Ramp 17000 0.137 17000G F G

29-644 E, Franconia RdTo:

Fairfax County 0.27395

Ramp NA NA NA

I-395-S TO RT 95 & 495 NORTH

I-395-S001C TO RT 95 NORTHSouth From:

To:

From:

Fairfax County 0.19

South

395

Ramp NA NA NA

I-395-N001B I-395- 1B TO RT 495To:

Fairfax County 0.48395

Ramp NA NA NA

I-395-S001B TO RT 95 NORTH

29-644-W006B TO RT 95 NORTHSouth From:

To:

From:

Fairfax County 0.74

South

395

Ramp NA NA NA

I-495-S FROM RT 395 SOUTH & 644 WESTTo:

Fairfax County 0.16395

Ramp 21000 0.106 21000G F G

I-395 South

Brandon Ave, Backlick Rd, Old Keene Mill RdTo:

From:

Fairfax County

South

395

Exit 2A 2400 0.074 2400G F G

I-395 South

29-648 E, Edsall RdTo:

From:

Fairfax County 0.12

South

395

Exit 2B 5400 0.085 5400G F G

I-395 South

29-648 W, Edsall RdTo:

From:

Fairfax County 0.26

South

395

Turkeycock Interchage NA NA NA

I-395 S

I-395 R Reversible Lanes SBTo:

From:

Fairfax County 0.05

South

395

Ramp 7700 0.086 7700G F G

I-395 South

SR 236 E, Duke StTo:

From:

City of Alexandria (Maint: 29) 0.11

South

395

Ramp 8000 0.085 8000G F G

I-395 South

SR 236 W, Duke StTo:

From:

City of Alexandria (Maint: 29) 0.44

South

395

6096/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp 8700 0.079 8700G F G

I-395 South

Seminary RdTo:

From:

City of Alexandria (Maint: 29) 0.42

South

395

Ramp 12000 0.097 12000G F G

I-395 South

Ramp Split

South From:

To:

From:

Arlington County 0.12

South

395

Arlington County Line

Ramp 12000 0.097 12000N F N

I-395-S005B JB-100 TO RT 07-WEST&EAST-KITo:

City of Alexandria (Maint: 00) 0.29395

Ramp 3500 0.129 3500G F G

Ramp Split

SR 7 E, King StTo:

From:

City of Alexandria (Maint: 00)

South

395

Ramp 5400 0.122 5400G F G

I-395 South Collector Rd

1SR 402-P; 00-1250 JB--100 FROM RTTo:

From:

City of Alexandria (Maint: 00) 0.15

South

395

Ramp 6100 0.106 6100G F G

I-395 South Collector Rd

Shirlington RdTo:

From:

City of Alexandria (Maint: 00) 0.16

South

395

Ramp NA NA NA

I-395-S007X TO RT 120 NORTH00- GLEBE ROA

SR 120 FROM RT 395 SOUTHTo:

From:

Arlington County 0.10

South

395

Ramp NA NA NA

I-395-S BEGIN COLLECTOR ROAD

I-395-S007A TO RT 120 NORTH00- GLEBE ROASouth From:

To:

From:

Arlington County 0.10

South

395

Ramp 10000 0.105 11000G F G

SR 120-W007A FROM RT 120 WEST00- GLEBE ROSouth From:

To:

Arlington County 0.06395

Ramp NA NA NA

SR 120-E007A FROM RT 120 EAST00- GLEBE RO

South From:

To:

Arlington County 0.13395

JB--100 WCL ALEXANDRIA

Ramp NA NA NA

I-395-S006B TO SHIRLINGTON CIRCLE00- NORSouth From:

To:

City of Alexandria (Maint: 00) 0.01395

Ramp 17000 0.096 18000G F G

I-395-S006A TO SHIRLINGTON CIRCLE00- SOUSouth From:

To:

City of Alexandria (Maint: 00) 0.09395

Ramp NA NA NA

I-395-S END COLL ROAD FROM RT 120 SHIRLTo:

City of Alexandria (Maint: 00) 0.01395

Ramp 16000 0.094 16000G F G

I-395 South

I-395-S008D TO PENTAGON ROTARY ROADSouth From:

To:

From:

Arlington County 0.13

South

395

Ramp NA NA NA

00-6605- 2B FROM ARMY NAVY DRIVE & HAYETo:

Arlington County 0.18395

6106/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Ramp NA NA NA

00-6605- 2B FROM ARMY NAVY DRIVE & HAYE

SR 27-W FROM RT 395 SOUTHTo:

From:

Arlington County 0.30

South

395

Ramp 12000 0.082 12000G F G

I-395 South

SR 110 Jefferson Davis HwyTo:

From:

Arlington County 0.09

South

395

Ramp 18000 2% 1% 0.07 NAG F0% 0% F

I-395-SB

SR 110, US 1

97%To:

From:

1P

0%395

Ramp 1900 0.108 1900G F G

I-395-S008A TO PENTAGON ROTARY ROAD

PENTAGON ROTARY ROAD FROM RT 395 SOUTHTo:

From:

Arlington County 0.11

South

395

Ramp 490 0.103 490G F G

I-395 South

Boundary Channel DriveTo:

From:

Arlington County

South

395

Ramp 1500 0.208 1500G F G

I-395 South

Boundary Channel DriveTo:

From:

Arlington County 0.08

South

395

Ramp 13000 0.088 13000G F G

I-395 South

SR 90005 George Washington PkwyTo:

From:

Arlington County (Maint: 999) 0.08

South

395

Ramp 11000 0.091 11000G F G

I-395 South

SR 90005 George Washington PkwyTo:

From:

Arlington County (Maint: 999) 0.10

South

395

Ramp 80 0.106 90G F G

I-395-S I-395-S010A TO BNDY CHAN

I-395-S; 00-99015-N000A RAMP HOV-3 LaneTo:

From:

Arlington County 0.03

South

395

Washington St 23000 1% 0% 0.106 NAG F0% 0% C

George Washington Memorial Parkway SCL Alexandria

SR 236 Duke St

98%

From:To:

From:

City of Alexandria90005 0.91 0%400 0.795

Washington St 24000 1% 0% 0.083 NAG F0% 0% F

Queen St

98%

From:To:

City of Alexandria90005 0.32 0%400 0.846

Washington St 26000 1% 0% 0.085 NAG F0% 0% F

Madison St

98%

From:

To:

City of Alexandria90005 0.39 0%400 0.801

Washington St 27000 1% 0% 0.087 NAG F0% 0% F

1st Street; George Washington Memorial Parkway

98%To:

City of Alexandria90005 0.17 0%400 0.604

Van Dorn St 35000 1% 1% 0.076 37000G F0% 0% F G

SCL Alexandria

Edsall Rd

98%

From:

To:

From:

City of Alexandria 0.62 0%401 0.502

Van Dorn St 24000 1% 1% 0.075 25000G F0% 0% F G

SR 236 Duke St

98%To:

City of Alexandria 0.43 0%401 0.552

6116/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Van Dorn St 19000 1% 1% 0.082 20000G F0% 0% C G

SR 236 Duke St

Seminary Rd

98%To:

From:

City of Alexandria 1.56 0%401 0.661

Quaker Lane 15000 1% 1% 0.080 16000G F0% 0% F G

SR 420 Seminary Rd

SR 7 King St

98%

From:To:

From:

City of Alexandria 0.69 0%402 0.502

Quaker Lane 19000 1% 1% 0.085 20000G F0% 0% C G

I-395

98%To:

City of Alexandria 0.96 0%402 0.583

Ramp 10000 0.108 10000G F G

SR 402 Ramp

I-395 NorthTo:

From:

City of Alexandria (Maint: 00) 0.12402

Ramp 6200 0.085 6200G F G

1SR 402-P TO RT 395 SOUTH

I-395 SouthTo:

From:

City of Alexandria (Maint: 00) 0.16402

Ramp NA NA NA

SR 402; 00-6714 TO SHIRLINGTON CIRCLE

00-1250 FROM SHIRLINGTON CIRCLE NORTHTo:

From:

City of Alexandria (Maint: 00) 0.04

North

402

Ramp NA NA NA

1SR 402-P Gap CONNECTOR TO SHIR

SR 402 Gap FROM SHIRLINGTON CIRTo:

From:

City of Alexandria (Maint: 00)P

0.07402

Newtown Rd 25000 0% 1% 0.078 27000G F0% 0% C G

SR 165 Kempsville Rd

I-264 Va Beach Norfolk Expwy

98%

From:

To:

From:

City of Norfolk 0.31 0%403 0.549

Newtown Rd 29000 0% 1% 0.079 31000G F0% 0% F G

US 58 Va Beach Blvd

98%To:

City of Norfolk 0.71 0%403 0.535

Ramp 5600 0.08 6000F F F

SR 403 N, Newtown Rd

I-264 West Collector RdTo:

From:

City of Virginia Beach (Maint: 75)

North

403

Ramp Spur NA NA NA

SR 403 Newtown Rd

Rammp from SR 43 Newtown Rd to I-264 EBTo:

From:

City of Virginia Beach (Maint: 75) 0.03

North

403

Ramp NA NA NA

SR 403 TO RT 264

SR 403-N000C FROM NEWTOWN RD

South From:

To:

From:

City of Virginia Beach (Maint: 75) 0.04

South

403

SR 403 Newtown Rd

Ramp 6500 0.091 7000F F F

I-264 East Collector RdTo:

City of Virginia Beach (Maint: 75) 0.14403

Ramp 11000 0.091 11000F F F

SR 403 S, Newtown Rd

I-264 West Collector RdTo:

From:

City of Virginia Beach (Maint: 75)

South

403

6126/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Princess Anne Rd 14000 0% 1% 0.093 15000G F0% 0% F G

SR 168; Tidewater Dr

SR 166 Park Ave

99%To:

From:

City of Norfolk 0.53 0%404 0.535

Ballentine Blvd 20000 1% 2% 0.081 21000G F2% 2% C G

I-264

US 58; 122-8573

93%To:

From:

City of Norfolk 0.64 0%405 0.564

Ramp 4600 0.092 4900G F G

SR 405 Ballentine Blvd

I-264 EastTo:

From:

City of Norfolk (Maint: 64) 0.14405

Ramp 6900 0.1 7300G F G

SR 405 Ballentine Blvd

I-264 WestTo:

From:

City of Norfolk (Maint: 64) 0.12405

International Blvd 19000 0% 1% 0.100 21000A A0% 2% C A

SR 337 Hampton Blvd

Ruthven Rd

97%

From:To:

From:

City of Norfolk 1.33 0%406

35000 NA 38000G GCombined Traffic Estimates for 2 Parallel Roadways on this Route:

0.569

Terminal Blvd 19000 0% 1% 0.100 21000N A0% 2% N N

I-564

97%To:

City of Norfolk (Maint: 64) 0.28 0%406 0.569

Ramp 5500 0.105 5900G F G

Ramp from SR 406 Eastbound to I-564 Eastbound

Ramps to I-64 Westbound and US 460 Granby StTo:

From:

City of Norfolk (Maint: 64)

East

406

Ramp 15000 0.119 16000G F G

I-564 North

SR 406 W, Terminal BlvdTo:

From:

City of Norfolk (Maint: 64)P

0.34406

35000 NA 38000G GCombined Traffic Estimates for 2 Parallel Roadways on this Route:

Indian River Rd 14000 0% 1% 0.099 15000G F2% 2% C G

SR 168 Campostella Rd

WCL Chesapeake

95%

From:

To:

From:

City of Norfolk 0.71 0%407

ECL Norfolk

0.57

Indian River Rd 18000 0% 1% 0.097 19000G F1% 0% F G

Oaklette Ave

98%

From:To:

City of Chesapeake 0.71 0%407 0.523

Indian River Rd 23000 0% 1% 0.093 24000G F1% 0% C G

WCL Virginia Beach

98%To:

City of Chesapeake 0.90 0%407 0.539

Prices Fork Rd 21000 2% 1% 0.087 22000F F0% 1% C F

US 460

Toms Creek Rd

96%

From:

To:

From:

Town of Blacksburg 1.07 0%412 0.549

Prices Fork Rd 18000 2% 1% 0.088 20000G F0% 1% F G

Main St

96%To:

Town of Blacksburg 0.28 0%412 0.518

Memorial Dr 12000 0% 1% 0.089 13000G F0% 0% F G

Bus US 29 Central Blvd

Cahill Court; Goode St

98%To:

From:

City of Danville 0.10 0%413 0.621

6136/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Memorial Dr 13000 0% 1% 0.096 14000G F0% 0% C G

Cahill Court; Goode St

Poplar St

98%

From:To:

From:

City of Danville 0.64 0%413 0.608

Memorial Dr 11000 0% 1% 0.089 12000G F0% 0% F G

High St

98%

From:To:

City of Danville 0.26 0%413 0.594

Craghead St 8500 0% 1% 0.091 9000G F0% 0% F G

SR 293 P; N Main St

98%

From:

To:

City of Danville 0.23 0%413

SR 293 P; Main St

0.613

Craghead St 4800 0% 1% 0.086 5100G F0% 0% F G

SR 293 Patton St

98%To:

City of Danville 0.06 0%413 0.787

Power Plant Pkwy 12000 1% 0% 0.101 13000G F0% 0% F G

US 258 Mercury Blvd

Pine Chapel Rd

98%

From:

To:

From:

City of Hampton 0.72 0%415 0.601

Power Plant Pkwy 18000 1% 0% 0.103 19000G F0% 0% C G

Briarfield Rd

98%

From:

To:

City of Hampton 0.47 0%415 0.567

Queen St 9000 2% 1% 0.101 9600G F0% 0% C G

Michigan Dr

97%

From:

To:

City of Hampton 0.84 0%415 0.526

Settlers Landing Rd 8700 2% 1% 0.1 9200G F0% 0% F G

SR 351 Pembroke Ave

97%To:

City of Hampton 0.56 0%415 0.551

Electric Rd 35000 0% 0% 0.081 39000G F0% 1% F G

US 220; Bus US 220 Franklin Rd

Roanoke County Line

98%

From:

To:

From:

Roanoke County 0.07 0%419

WCL Roanoke

0.551

Electric Rd 35000 0% 0% 0.081 39000N F0% 1% N N

80-904 Starkey Rd

98%

From:To:

Roanoke County 0.77 0%419 0.551

Electric Rd 23000 0% 0% 0.105 25000A A0% 1% C A

US 221 Brambleton Ave

98%

From:To:

Roanoke County 1.44 0%419

Electric Rd 19000 0% 0% 0.094 21000G F0% 1% F G

SCL Salem

98%

From:To:

Roanoke County 3.16 0%419 0.506

Electric Rd 17000 0% 0% 0.096 19000G F0% 1% F G

US 11 Apperson Dr

98%

From:To:

City of Salem 0.69 0%419 0.516

Electric Rd 16000 0% 0% 0.097 18000G F0% 1% F G

Roanoke Boulevard

98%

From:

To:

City of Salem 0.58 0%419 0.606

Electric Rd 12000 1% 1% 0.099 14000G F1% 1% C G

ALT US 460 Texas St

97%

ALTALT From:

To:

City of Salem 0.89 0%419 0.570

Electric Rd 17000 0% 1% 0.099 18000G F1% 1% F G

US 460 East Main St

97%

From:

To:

City of Salem460 11 0.53 0%419 0.555

Electric Rd 13000 1% 1% 0.108 14000G F1% 2% F G

NCL Salem

95%To:

City of Salem 0.88 0%419 0.606

6146/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Electric Rd 11000 1% 1% 0.136 12000A A1% 2% C A

NCL Salem

I-81

95%

From:To:

From:

Roanoke County 0.95 0%419 0.563

Electric Rd 7700 1% 1% 0.094 8700G F1% 2% F G

SR 311 Catawba Valley Dr

95%To:

Roanoke County 0.58 0%419 0.632

Ramp to I-81 N at Exit 141 4800 0.109 5100G F G

SR 419 Electric Rd

I-81 NorthTo:

From:

Roanoke County 0.23419

Ramp to I-81 S at Exit 141 2300 0.109 2400G F G

SR 419 Electric Rd

I-81 SouthTo:

From:

Roanoke County 0.24419

Seminary Rd 12000 1% 1% 0.092 13000G F1% 0% C G

I-395 Shirley Hwy, 100-6706

SR 402 Quaker Lane

97%

From:

To:

From:

City of Alexandria 1.72 0%420 0.668

Janneys Lane 5400 1% 1% 0.124 5800G F1% 0% F G

SR 7 King St

97%To:

City of Alexandria 1.03 0%420 0.657

Ramp 1600 0.131 1600G F G

SR 420

I-395 RTo:

From:

City of Alexandria (Maint: 29)420

Ramp 12000 0.12 12000G F G

SR-00420-E000X(B)/SPLIT OF RAMP FROM RT 6706

IS-00395-S004X(L)/RAMP FROM RT 6706/SR420To:

From:

Arlington County 0.05

East

420

Ramp NA NA NA

SR 420; 100-6706 SR 420-W000X CO

I-395-S004X RT 395 S & RT 420 EAST COLLEast From:

To:

From:

City of Alexandria (Maint: 29) 0.12

East

420

Ramp NA NA NA

I-395-N004X RT 395 N & RT 420 EAST COLLEast From:

To:

City of Alexandria (Maint: 29) 0.06420

Ramp NA NA NA

SR 420 SR 420-W000X COLLECTOR ROADSTo:

City of Alexandria (Maint: 29) 0.10420

Ramp NA NA NA

SR 420 SR 420-E000X COLLECTOR ROADS

I-395-N004X RT 395 N & RT 420 WEST COLLWest From:

To:

From:

City of Alexandria (Maint: 29)

West

420

Ramp NA NA NA

SR 420- A TO & FROM REVERSIBLE LANEWest From:

To:

City of Alexandria (Maint: 29) 0.03420

Ramp NA NA NA

I-395-S004X RT 395 S & RT 420 WEST COLLWest From:

To:

City of Alexandria (Maint: 29) 0.03420

Ramp NA NA NA

SR 420; 100-6706 SR 420-E000X COTo:

City of Alexandria (Maint: 29)420

6156/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

1400 0% 2% 0.091 1400G F3% 8% C G

Kentucky State Line

SR 352 St Charles St

86%

From:

To:

From:

Lee County 4.55 0%421

SR 352 St Charles Rd

0.555

3400 1% 1% 0.094 3300G F1% 4% C G

NCL Pennington Gap

93%

From:To:

Lee County 2.18 0%421 0.518

3400 1% 1% 0.094 3300N F1% 4% N N

ALT US 58 W

93%

ALT From:To:

Town of Pennington Gap (Maint: 52) 0.77 0%421 0.518

E Morgan Ave 9900 1% 1% 0.09 9800G F1% 2% C G

ALT US 58 E

96%

From:

To:

Town of Pennington Gap (Maint: 52)58 0.40 0%421

ALT US 58 E Trail of the Lonesome Pine

0.524

4600 1% 1% 0.095 4500G F2% 3% F G

SCL Pennington Gap

94%

From:

To:

Town of Pennington Gap (Maint: 52) 0.21 0%421 0.532

4600 1% 1% 0.095 4500N F2% 3% N N

52-642 Old Woodway Rd

94%

From:

To:

Lee County 2.61 0%421 0.532

3300 1% 1% 0.094 3200G F2% 3% C G

US 58 Daniel Boone Trail

94%

From:

To:

Lee County 0%421

US 58

0.538

4800 1% 1% 0.086 4700G F2% 4% C G

Scott County Line

93%

From:

To:

Lee County58 6.00 0%421

Lee County Line

0.553

Duff Pat Hwy 4500 1% 1% 0.094 4500G F2% 4% F G

CL Duffield

93%

From:

To:

Scott County (Maint: 52)58 4.55 0%421 0.654

4500 1% 1% 0.094 4500N F2% 4% N N

US 23, US 58

93%

From:To:

Town of Duffield (Maint: 84)58 0.20 0%421 0.654

11000 1% 1% 0.085 12000G F1% 4% F G

SR 65

93%

From:To:

Scott County23 58 4.67 0%421 0.511

11000 1% 1% 0.085 12000G F1% 4% F G

84-870

93%

From:To:

23 58 3.56 0%421 0.524

Daniel Boone Heritage Hwy 11000 1% 1% 0.086 12000G F1% 4% F G

BUS US 23 Bus West of Gate City

93%

From:To:

23 58 5.92 0%421 0.544

12000 1% 1% 0.104 12000N A1% 4% N N

NCL Gate City

93%

From:To:

Town of Gate City (Maint: 84)23 58 1.77 0%421 0.505

12000 1% 1% 0.104 12000N A1% 4% N N

SCL Gate City

93%

From:

To:

Town of Gate City (Maint: 84)23 58 0.33 0%421 0.505

12000 1% 1% 0.104 12000N A1% 4% N N

NCL Gate City

93%

From:

To:

Town of Gate City (Maint: 84)23 58 0.41 0%421 0.505

12000 1% 1% 0.104 12000A A1% 4% C A

Bus US 23 East of Gate City

93%To:

Town of Gate City (Maint: 84)23 58 0.23 0%421 0.505

6166/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

23000 1% 1% 0.091 24000N F1% 4% N N

Bus US 23 East of Gate City

SCL Gate City

93%

From:To:

From:

Town of Gate City (Maint: 84)23 58 0.61 0%421 0.601

23000 1% 1% 0.091 24000G F1% 4% F G

ECL Weber City

93%

From:To:

Town of Weber City (Maint: 84)23 58 0.35 0%421 0.601

23000 1% 1% 0.091 24000G F1% 4% F G

x

93%

From:To:

Town of Weber City (Maint: 84)23 58 0.08 0%421 0.601

Hilton Rd 10000 0% 1% 0.092 11000G F1% 1% F G

x

98%

From:To:

(Maint: 84)58 0.26 0%421 0.558

2600 0% 1% 0.106 2600G F1% 1% C G

x

98%

From:

To:

(Maint: 84)58 0%421

SR 224

0.704

Hilton Rd 2600 0% 1% 0.106 2600G F1% 1% C G

84-709

98%

From:

To:

Scott County58 4.86 0%421 0.704

Bristol Hwy 650 1% 2% 0.097 640G F1% 1% C G

84-696

94%

From:

To:

Scott County58 3.27 0%421 0.543

Bristol Hwy 360 1% 3% 0.092 350G F2% 2% C G

Washington County Line

92%

From:

To:

Scott County58 9.35 0%421

Scott County Line

0.564

Gate City Hwy 750 0% 1% 0.089 740G F1% 1% C G

95-700

97%

From:

To:

Washington County58 2.65 0%421 0.506

Gate City Hwy 1900 1% 3% 0.112 1900G F2% 2% F G

95-623

92%

From:

To:

Washington County58 2.47 0%421 0.603

Gate City Hwy 4100 0% 1% 0.091 4300G F0% 1% C G

WCL Bristol

97%

From:To:

Washington County58 1.12 0%421 0.663

Gate City Hwy 4100 0% 1% 0.091 4300G F0% 1% C G

US 58; I-81

97%

From:

To:

Washington County58 0%421

US 58; I-81 Exit 1

0.663

Gate City Hwy 7600 0% 1% 0.098 8000G F0% 1% C G

Island Rd

98%

From:To:

City of Bristol (Maint: 95) 0.21 0%421 0.547

Gate City Hwy 7600 0% 1% 0.098 8000G F0% 1% C G

W US 11 N Euclid Ave; W State St

98%

From:

To:

City of Bristol 0.80 0%421

W US 11

0.547

Euclid Ave 11000 0% 1% 0.091 12000G F0% 0% F G

Vance St

99%

From:

To:

City of Bristol11 0.75 0%421 0.539

Euclid Ave 9700 0% 1% 0.093 10000G F0% 0% F G

Bob Morrison Blvd

99%

From:

To:

City of Bristol11 0.19 0%421 0.514

Euclid Ave 12000 0% 1% 0.096 13000G F0% 0% F G

E RT 11

99%

From:

To:

City of Bristol11 0.18 0%421 0.526

Commonwealth Ave 13000 0% 1% 0.094 14000G F0% 3% F G

SR 133 Par Sycamore St

96%To:

City of Bristol381 19 0.19 0%421 0.554

6176/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Commonwealth Ave 13000 0% 1% 0.093 14000G F0% 3% F G

SR 133 Par Sycamore St

SR 113 Cumberland Ave

96%

From:To:

From:

City of Bristol381 19 0.16 0%421 0.547

Commonwealth Ave 12000 0% 1% 0.093 13000G F0% 4% F G

SR 381 Commonwealth Ave

95%

From:

To:

City of Bristol381 19 0.16 0%421

State St; Tennessee State Line

0.545

Commonwealth Ave 11000 0% 1% 0.095 12000G F0% 4% F G

US 421 Goode St

95%To:

City of Bristol381 19 0.07 0%421 0.573

Ramp US 421 W I-81 N at Exit 1 1500 0.111 1500G F G

US 421 W

Ramps US 58 E 96B; US 58 96BTo:

From:

City of Bristol (Maint: 95) 0.07

West

421

BusBus

15000 0% 1% 0.096 16000G F0% 0% F G

US 23 South of Gate City

84-836

98%

BusBusBus From:

To:

From:

Town of Gate City (Maint: 84)23 58 0.23 0%

Bus

421 0.505

8100 0% 1% 0.089 8700G F0% 0% C G

SR 71

98%

BusBusBus From:

To:

Town of Gate City (Maint: 84)23 58 0.47 0%421 0.546

W Jackson St 4900 0% 1% 0.088 5300G F0% 0% F G

84-665

98%

BusBusBus From:

To:

Town of Gate City (Maint: 84)23 58 0.12 0%421 0.621

W Jackson St 3500 0% 1% 0.088 3700G F0% 0% F G

84-763

98%

BusBusBus From:

To:

Town of Gate City (Maint: 84)23 58 0.15 0%421 0.542

Daniel Boone Rd 2700 0% 1% 0.094 2900G F0% 0% F G

84-762

98%

BusBusBus From:To:

Town of Gate City (Maint: 84)23 58 0.84 0%421 0.55

Daniel Boone Rd 2000 0% 1% 0.106 2100G F1% 1% C G

CL Gate City

97%

BusBusBus From:To:

Town of Gate City (Maint: 84)23 58 0.80 0%421 0.565

2000 0% 1% 0.106 2100N F1% 1% N N

Bus US 23 W

97%To:

Scott County23 58 0.04 0%421 0.565

Church St 3800 0% 0% 0.091 4000G F0% 1% F G

SR 57 BUS US 220 Memorial Blvd

Moss St

98%

From:

To:

From:

City of Martinsville 0.59 0%457

Fayette St

6700 0% 0% 0.094 7100G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.583

0.566

Market St 8800 0% 0% 0.086 9400G F0% 1% F G

Commonwealth Blvd

98%

From:

To:

City of Martinsville 0.20 0%457

Market St

0.54

Commonwealth Blvd 12000 0% 0% 0.086 13000G F0% 1% F G

Northside Dr

98%

From:

To:

City of Martinsville 0.56 0%457 0.52

Commonwealth Blvd 16000 0% 0% 0.087 17000G F0% 1% C G

Fairy St

98%

To:

City of Martinsville 0.36 0%457

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.552

6186/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Commonwealth Blvd 4800 0% 0% 0.086 5100G F0% 1% F G

Fairy St

Chatham Rd

98%

From:

To:

From:

City of Martinsville 0.48 0%457

Commonwealth Blvd

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.524

Chatham Rd 4100 0% 1% 0.095 4300G F1% 1% C G

ECL Martinsville

98%

From:To:

City of Martinsville 0.99 0%457 0.551

Old Chatham Rd 2500 0% 0% 0.105 2600G F1% 0% C G

SR 57

99%To:

Henry County 2.62 0%457 0.585

Fayette St 2900 1% 0% 0.097 3100G F0% 0% C G

US 220 Memorial Blvd

SR 457 Market St

99%

To:

From:

City of MartinsvilleP

0.61 0%457

6700 0% 0% 0.094 7100G F0% 0% F G99% 0%Combined Traffic Estimates for 2 Parallel Roadways on this Route:

0.544

0.566

Fairy St 6200 1% 0% 0.091 6600G F0% 1% C G

SR 457 Commonwealth Blvd

Bus US 58 Church St

98%

To:

From:

City of MartinsvilleP

0.29 0%457

NA NA NACombined Traffic Estimates for Parallel Roadways on this Route:

0.595

2300 1% 2% 0.088 2500G F12% 5% C G

Kentucky State Line

13-645 Old Rock Lick Rd

80%

From:

To:

From:

Buchanan County 2.61 0%460 0.502

2400 1% 1% 0.091 2700G F4% 5% C G

13-700 Thomas Mtn Rd

89%

From:

To:

Buchanan County 2.09 0%460 0.522

3100 0% 1% 0.094 3500G F1% 2% F G

13-609 Ball Creek

96%

From:

To:

Buchanan County 2.36 0%460

13-609 Bull Creek Rd

0.546

4300 0% 1% 0.099 4800G F1% 2% F G

13-656 Looneys Creek

96%

From:To:

Buchanan County 2.59 0%460 0.631

4600 0% 1% 0.097 5100G F1% 2% F G

WCL Grundy

96%

From:To:

Buchanan County 1.56 0%460 0.653

4600 0% 1% 0.097 5100N F1% 2% N N

US 460 Par; 13-1006 NORTH

96%

From:

To:

Town of Grundy (Maint: 13) 1.66 0%460

US 460 Par; 13-1006 South

0.653

630 0% 2% 0.096 700G F2% 1% C G

SCL Grundy

95%

From:To:

Town of Grundy (Maint: 13)83 0%460 0.613

7900 0% 1% 0.088 8700G F1% 2% F G

SR 83 South Intersection

96%

From:

To:

Buchanan County83 1.99 0%460 0.523

6500 0% 1% 0.089 7200G F1% 2% F G

13-638 Dismal River Rd

96%

From:

To:

Buchanan County 3.59 0%460 0.514

5200 0% 1% 0.083 5800G F1% 2% F G

13-1101 Keen Mtn Camp

96%To:

Buchanan County 5.25 0%460 0.506

6196/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

5200 0% 1% 0.082 5800G F1% 2% F G

13-1101 Keen Mtn. Camp

13-680 Contrary Creek Rd

96%

From:To:

From:

Buchanan County 2.21 0%460 0.542

5300 0% 1% 0.091 5900G F1% 2% F G

Tazewell County Line

96%

From:

To:

Buchanan County 6.30 0%460

Buchanan County Line

0.549

6200 0% 1% 0.082 6900G F1% 2% F G

92-804 Red Ash Camp Road

96%

From:To:

Tazewell County 3.99 0%460 0.548

6600 0% 1% 0.081 7300G F1% 2% F G

WCL Richlands

96%

From:To:

Tazewell County 1.88 0%460 0.523

6600 0% 1% 0.081 7300N F1% 2% N N

SR 67

96%

From:

To:

Town of Richlands (Maint: 92) 0.18 0%460 0.523

11000 0% 1% 0.085 12000G F1% 2% F G

Bus US 460

96%

From:

To:

Town of Richlands (Maint: 92)67 1.38 0%460 0.534

8900 0% 1% 0.083 9800G F1% 2% F G

SR 67

96%

From:

To:

Town of Richlands (Maint: 92) 1.32 0%460 0.503

11000 0% 1% 0.101 12000F B1% 2% C F

ECL Richlands

96%

From:

To:

Town of Richlands (Maint: 92) 0.38 0%460 0.536

11000 0% 1% 0.101 12000N B1% 2% N N

WCL Cedar Bluff

96%

From:

To:

Tazewell County 0.87 0%460 0.536

11000 0% 1% 0.101 12000N B1% 2% N N

Bus US 460 Near WCL Cedar Bluff

96%

From:

To:

Town of Cedar Bluff (Maint: 92) 0.44 0%460 0.536

13000 0% 1% 0.101 14000G B1% 2% F G

Bus US 460 Near ECL Cedar Bluff

96%

From:To:

Town of Cedar Bluff (Maint: 92) 1.18 0%460 0.536

15000 0% 1% 0.082 17000G F1% 2% F G

ECL Cedar Bluff

96%

From:To:

Town of Cedar Bluff (Maint: 92) 0.09 0%460 0.523

15000 0% 1% 0.082 17000N F1% 2% N N

US 19 West Intersection

96%

From:To:

Tazewell County 1.16 0%460 0.523

9200 0% 1% 0.098 10000F F1% 3% F F

92-639 Earls Branch Rd

95%

From:To:

Tazewell County19 5.73 0%460 0.763

8500 0% 1% 0.088 9200F F1% 3% F F

US 19, Bus US 460

95%

From:

To:

Tazewell County19 5.13 0%460 0.536

8400 0% 1% 0.09 9100F F1% 3% F F

WCL Tazewell

95%

From:

To:

Tazewell County19 1.68 0%460 0.523

8200 0% 1% 0.089 8800F F1% 3% F F

SR 61

95%

From:

To:

19 1.57 0%460 0.537

6300 0% 1% 0.089 6900F F1% 3% F F

ECL Tazewell

95%To:

19 0.62 0%460 0.529

6206/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

6300 0% 1% 0.089 6900N F1% 3% N N

ECL Tazewell

Bus US 460

95%

From:To:

From:

Tazewell County19 2.03 0%460 0.529

8400 0% 1% 0.09 9100F F1% 3% F F

92-680

95%

From:To:

Tazewell County19 5.75 0%460 0.53

11000 0% 1% 0.106 11000A A1% 3% C A

92-720 W

95%

From:To:

Tazewell County19 4.86 0%460 0.579

10000 0% 1% 0.089 11000G F1% 3% F G

US 19 East Intersection

95%

From:To:

Tazewell County19 0.10 0%460 0.515

9500 0% 1% 0.091 11000F F1% 2% F F

WCL Bluefield

96%

From:

To:

Tazewell County 1.91 0%460 0.579

9500 0% 1% 0.091 11000F F1% 2% F F

92-720 Hockman Pike; Fincastle Tnpk

96%

From:

To:

Town of Bluefield (Maint: 92) 1.86 0%460

92-720

0.579

13000 0% 1% 0.087 15000G F1% 2% F G

FR-868

96%

From:

To:

Town of Bluefield (Maint: 92) 1.26 0%460 0.531

14000 0% 1% 0.09 16000G F1% 3% C G

West Virginia State Line

95%

From:

To:

Town of Bluefield (Maint: 92) 0.09 0%460 0.516

Virginia Ave 8400 1% 1% 0.078 8900G F1% 8% F G

35-1308 Houston Lane

89%

From:

To:

Town of Glen Lyn (Maint: 35) 0.81 0%460 0.531

Virginia Ave 7800 1% 1% 0.083 8300G F1% 8% F G

WCL Glen Lyn

89%

From:

To:

Town of Glen Lyn (Maint: 35) 0.59 0%460 0.514

7800 1% 1% 0.083 8300N F1% 8% N N

WCL Rich Creek

89%

From:To:

Giles County 1.24 0%460 0.514

7800 1% 1% 0.083 8300N F1% 8% N N

US 219 Rich Creek

89%

From:

To:

Town of Rich Creek (Maint: 35) 0.65 0%460

US 219 Rich Creek; Island St

0.514

Virginia Ave 6900 1% 1% 0.083 4800F F1% 8% F F

35-712 Riverside Dr

89%

From:To:

Town of Rich Creek (Maint: 35) 0.73 0%460 0.635

12000 0% 1% 0.089 8500N F1% 3% N N

ECL Rich Creek

95%

From:To:

Town of Rich Creek (Maint: 35) 0.18 0%460 0.614

12000 0% 1% 0.089 8500N F1% 3% N N

NCL Narrows

95%

From:

To:

Giles County 2.01 0%460 0.614

Virginia Ave 12000 0% 1% 0.089 8500F F1% 3% F F

SR 61 Fleshman St

95%

From:

To:

Town of Narrows (Maint: 35) 0.76 0%460 0.614

Virginia Ave 15000 3% 0% 0.089 10000F F0% 0% F F

ECL Narrows

96%

From:

To:

Town of Narrows (Maint: 35) 0.60 0%460 0.623

Virginia Ave 15000 0% 1% 0.093 10000F F0% 0% C F

WCL Pearisburg

99%To:

Giles County 3.00 0%460 0.641

6216/10/2021

Virginia Department of TransportationTraffic Engineering Division

2020Annual Average Daily Traffic Volume Estimates By Section of Route

Primary and Interstate Routes

Route Jurisdiction AADT1Trail 2Trail

4TireK

QA2Axle 3+Axle

QC QKBusLength---------------Truck---------------

FactorAAWDT QW

Dir

Factor

Virginia Ave 12000 1% 1% 0.089 12000F F1% 8% F F

WCL Pearisburg

ECL Pearisburg

89%

From:To:

From:

Town of Pearisburg (Maint: 35) 0.60 0%460 0.626

14000 1% 1% 0.089 9800N F1% 8% N N

WCL Pearisburg

89%

From:To:

Giles County 0.73 0%460 0.621

14000 1% 1% 0.089 9800N F1% 8% N N

ECL Pearisburg

89%

From:To:

Town of Pearisburg (Maint: 35) 0.12 0%460 0.621

Virginia Ave 14000 1% 1% 0.089 9800F F1% 8% F F

WCL Pembroke

89%

From:To:

Giles County 5.01 0%460 0.621

W Main St 13000 0% 1% 0.092 9100F F1% 0% C F

35-626 Mill Rd

98%

From:

To:

Town of Pembroke (Maint: 35) 0.86 0%460 0.65

Virginia Ave 13000 1% 1% 0.094 9000F F1% 8% F F

ECL Pembroke

89%

From:

To:

Town of Pembroke (Maint: 35) 0.73 0%460 0.647

Virginia Ave 11000 1% 1% 0.095 12000F F1% 8% F F

35-613 Doe Creek Rd

89%

From:

To:

Giles County 1.27 0%460 0.612

10000 1% 1% 0.102 11000F F1% 8% C F

35-730 Eggleston Rd

89%

From:

To:

Giles County 2.82 0%460 0.689

Virginia Ave 12000 0% 1% 0.092 8000F F0% 2% C F

35-700 Mountain Lake Rd

97%

From:

To:

Giles County42 2.35 0%460 0.646

Virginia Ave 12000 0% 0% 0.092 8200F F0% 0% C F

SR 42 Blue Grass trail

99%

From:

To:

Giles County42 1.66 0%460 0.685

Virginia Ave 13000 1% 2% 0.095 8800F F2% 7% F F

Montgomery County Line

89%

From:

To:

Giles County 1.16 0%460

Giles County Line

0.718

Pandapas Pond Rd 12000 1% 1% 0.096 13000G F1% 8% F G

NCL Blacksburg

89%

From:To:

Montgomery County 3.46 0%460 0.679

12000 1% 1% 0.096 13000G F1% 8% F G

Bus US 460

89%

From:

To:

Town of Blacksburg (Maint: 60) 0.40 0%460

Bus US 460, N Main St

0.679

13000 1% 1% 0.105 14000G F1% 8% F G

SR 412 Prices Fork Rd

89%

From:To:

Town of Blacksburg (Maint: 60) 3.30 0%460 0.733

33000 0% 1% 0.105 35000G F1% 3% C G

Southgate Dr

95%

From:

To:

Town of Blacksburg (Maint: 60) 2.97 0%460

BUS US 460

0.566

38000 0% 1% 0.11 40000G F1% 3% F G

SCL Blacksburg

95%

From:

To:

Town of Blacksburg (Maint: 60) 0.72 0%460 0.646

38000 0% 1% 0.11 40000G F1% 3% F G

SR 114

95%

From:

To:

Montgomery County 1.76 0%460

SR 114 Peppers Ferry Rd

0.646

25000 0% 1% 0.107 27000G F1% 3% F G

Bus US 460 N Franklin St

95%To:

Montgomery County 0.95 0%460 0.607

6226/10/2021