STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
HIGHWAY DIVISION 6
PLANS Letting Date: September 15, 2021
CONTRACT ID: DF00288
TIP NO.: ------
FEDERAL AID NO.: STATE FUNDED
WBS ELEMENT NO.: 2022CPT.06.02.10091.1, 2022CPT.06.02.20091.1
ROUTE NO.: NC 242 & SR 1100
LOCATION: VARIOUS
COUNTY: BLADEN
LENGTH OF PROJECT: 24.38 MILES
TYPE OF WORK: RESURFACING, MILLING, WIDENING & PVT. MKGS.
This electronic collection of documents is provided
for the convenience of the user
and is Not a Certified Document –
The documents contained herein were originally issued
and sealed by the individuals whose names and license
numbers appear on each page, on the dates appearing
with their signature on that page.
This file or an individual page
shall not be considered a certified document.
1325 1325
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White LakePop. 560
CornerSuttons
White Oak
Burney
Ammons
Johnsontown
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DIV06-320318
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0.64
0.13
Link11834on SR1324 is not broken on this bridge (#117)
Game land
Suggs Mill Pond
OUT
OUT
OUT
OUT
OUT
OUT
State Park
White Lake
3rd
St.
suckle
Honey-
St.
St.
Ln.
Willow
Sand HillCemetery
Marshburn
Cemeteries
NorrisCemetery
DysonCemetery
WhiteLakeChurch
Pleasant HillChurch
Dennis SimmonsRd.
Liive Oak Mehtodist Church Rd.
NeighborhoodRd.
Old
Fayette
ville
Rd.
F.
L.McDa
niel
Rd.
Whitted
Town
Rd.
Old
Fayette
ville
Rd.
Walter
West
Rd.
F.
L.
McDaniel
Rd.
Old
Fayetteville
Braxto
n
Edge
Rd.
County
Rd.
Line
Melvins
Bridg
e
Rd.
Gree
n
Rd.
Green
Rd.
Rd.
Old
Fayetteville
Rd.
Live Oak
Methodist
Church
Rd.
Live
Oak
Meth
odist
Churc
h
Rd.
Robinso
n
Rd.
Helltown
Rd.
Peter
Cro
martie
Rd.
Old
Fayetteville
Rd.Old
Fayettev
ille
Rd.
Rd.
Davis
Rd.
Davis
Rd.
Gree
n
Sea
Rd.
Ric
hardson
Rd.Cain
Loop
Rd.
Cain
Loop
Rd.
Gum
Spring
Rd.
Gu
m
Spring
Rd.
Rd.
Rd.
River
Rd.
BethlehemMethodistChurch
Rd.
Gu
m
Spring
Rd.
Dowd
Dairy
Rd.
Lulu
Long
Rd.
Lulu
Long
Rd.
Culbreth-S
mith
J.
Ric
hardson
Rd.
Johnsontown
Rd.
Susie
Sandhill
Rd.
Johnsontown
Rd.
Bull
St.
Bull
St.
George
Long
Rd.
Smith
s
Mill
Pond
Rd.
Beard
Loop
Rd.
Bull
St.
Goat
Norris
Rd.
Wade
Smith
Rd.
Goat
Norris
Rd.
Johnsontown
Rd.
Johnso
nto
wn
Rd.
Johnson
Rd.
Johnsonto
wn
Rd.
Dowd
Dairy
Rd.
Ruskin
Rd.
Ruskin
Rd.
Gu
m
Sha
w
Rd.
Ave
nue
Rd.
Burney
Rd.
Hoover
Rd.
Burn
ey
Rd.
Rd.
Har
mon
yHallRd
.
Armfield
St.
Arm
field
St.
Autryto
wn
Rd.
Johnsonto
wn
Rd.
Barnes
Loop
Rd.
McLean
Rd.
Bladen
Lakes
School
Rd.
Sweet
Home
Church
Rd.
Rd.
Gum
Shaw
Rd.
Pearl
Lloy
d Rd.
Owen
Hill
Rd.
Gri
mes
Rd.
Owen
Hill
Rd.
Lyon
Landin
g
Rd.
Suggs
Taylor
Rd.
Bordeaux
Rd.
Cape
Owen
Manor
Rd.
Hillc
rest
Dr.
Shore
Rd.
Lakevie
w
Dr.
Moss
Lake
Rd.
Owen
Hill
Rd.
Sweet
Ho
me
Church
Rd.
White
Lake
Dr.
Woodlie
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Rd.
Sweet
Ho
me
Churc
h
Rd.
Rd.
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Willa
rd
Tatu
m
Rd.
Rd.
Cro
martie
Rd.
Old
Hwy
87
Center
Rd.
Twiste
d
Hic
kory
Rd.
Rice
Pond
Rd.
Center
Rd.
Pleasa
nt
Cre
ek
Church
Rd.
Rd.
Church
Rd.
Hwy
Twiste
d
Dr.
Rice
Townse
nd
Bridge
Bridge
Jack
Chapel
John
Owen
Barnes
W.
S.
Melvin
Sugarlo
af
Rd.
Frank
Melvin
Sandpit
C St.
Riteville R
d.
Moss
Road
Island
Hursey
St.
David St.
King
St.
Carroll
St.
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2nd
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4th
5th
St.
6th
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7th
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McClean
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St.
St.
11th
St.
Dixon
St.
9th
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10th
Glenwood
Dr. D
ysonSt.
Wooland
Dr.
Harw
ood
St.
Chestnut
Ln.
Walnut St.
1st
Ave.
2nd
3rd
Robbins
Ave.
Johnso
n
Ave.
Clark
Blvd.
Keith
Ave.
Ave.
Ave.
Bullard
Lorrain
e
Ln.
Gilbert R. Edge
Rd.
Halls
Way
San
dy
Acres Ln.
Scho
ol
House
Rd.
Harriso
n
Creek
Church
Rd.
Rd.
Grover
Coble
Rd.
Brunso
n
Ln.
BraggLn.
Red
Walter
Eva
ns
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Hig
hsmith
Rd.
Austin
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Barnes
Rd.Carter
Blueberry
Rd.
DevinDr.
Ollie S
ha
w
Rd.
Horsepen
Rd.
Baytre
e
Dr.
Bayridge
Rd.
Spring
BranchRd.
Hors
epen
Dr.
Oak
IslandDr.
Quail
Dr.
Egert
Dr.
Kildee
Dr.
Ha
wk
Dr.
Blu
eHeron
Dr.
Purple
Martin
Dr.
Bull
Bay
Dr.
Baytree
Dr.
Gum
St.Elm
St.Oak
St.
Oscar
St.
LennondaleBlvd.
Russ St.
Tucker
Ln.
Marshburn
Cir.
Bartra
m
Ln.
ShadyS
hores
Cir.
Waters
Edge
Ln.
Godwin
Rd.
Thomas
Dr.
WoodliefRd.
Lee St.
Bra
dle
yRd.
Carolin
a
Ave.
Poole
Rd.
Pinevie
w
Dr.
Leisure
Ln.
VillagerRd.
Culbreth
Landing
Ave.
Bedsole
Rd.
Beach
Resort
Ln.
1.2.
3.
4.
5.
6.
7.8. 9.
10.
11.
12.
14.
William
sSt.
23.24.25.D
r.
Cove
Atkinso
n
Rd.
Pine C
ove St.
Myrtle
Ave.
AzaleaLn.
Cypress Ln.
Magnolia
St.
ClintonRd.
Wils
on R
d.Fa
yetteville
Rd.
BladenRd.
Mon
moth
Dr.
Wrexh
am
Pl.
Cove
Turtle
Dr.
GraysLn.
15.
16.
17.
26.
Berth
aBlue
Rd.
Teal
Rd.
Sandy
Rid
ge
Rd.
Smith
Hair
Rd.
Jones
Lake
Dr.
Turk
ey
Oak
Farm
Rd.
Briar
Creek
Rd.
HickoryN
ut
St.
Ln.
Melvin
Gre
en
Baptist
St.
Ste
wart
St.
Scrub
Oak
Rd.
Bohic
a
Rd.
Tatu
m P
ark Dr.
Lake
wood
Rd.
Diam
ond
Tr.
Britt
Cemetery
Rd.
Brisson
Rd.
Ernest
Lewis
Dr.
Eunice
Dr.
Bakers
Cre
ek
Rd.
Pompi
Dr.
WiltonDr.
Ballard R
d.
Knoxville
Ln.
Archie
W. Carolina
8th St.
1st
St.
McN
eilSt.
Glenwood
Dr. W
rightSt.
Washington
St.
Bay H
aven
Ct.
Co
mm
unity
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Hayes M
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d.
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White Lake
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Lake
Little
Colly
Creek
Creek
Smith
MillPo
nd
Run
Colly
Creek
Panther
Bakers
Harriso
n
Creek
Turnbull
Cypress
Creek
Colly
FEAR
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Camp
Indian
Bay
Wolfs
Bay
Maple
Bay
Cooley
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JONES
LAKE
BAY TREELAKE
WHITE
LAKE
Duplinpop. 252
Elem. Sch.
Dublin
Ch.
Creek
Bakers
Ch.
Shiloh
Ch.
McCord
InstituteTechnical
Bladen
CollegeCommunity
Bladen
Bay
Squam
Wam
Bay
Sawmill
Bay
Creek
Black
Bay
Till Bay
Causeway
242
242
53
4187
242
53
53
210
210
41
41
41
53701
701
Bay
Marshall
Church
Bethel
1.1
53
701
CUMBERLAND COUNTY
SA
MPSO
N
CO
UN
TY
1
FALL 2021
RESURFACING
BLADEN COUNTY
SHEET NO.PROJECT REFERENCE NO.
2022CPT.06.02.10091.1,etc 3
1115
1114
1113
1207
1118
1110
1131
1127 1126
1100
11211120
1219
1128
1193
1122
1102
1101
1100
1125
1103
1124
1123
1104
1132
1131
1128
1222
1100
1120
1119
1208
1117
1118
1225
1114
1114
1102
1124
1122
1101
1100
1234
1209
1209
1196
1117
1236
CSX
IndustrialDr.
James
Rd.
Center
Rd.
Center
Rd.
Mars
h
Center
Rd.
Cabbage
Rd.
Mars
h
Rd.
Singletary
Mill
Pond
Rd.
J.
A. Carroll
Rd.
Hester
St.
Clayto
n
Pait
Rd.
HesterMill
Rd.
Stanley
Rd.
HickmanRd.
LutherBrisson
Rd.
Center
Rd.
Cabbage
Rd.
Bryan
Rd.
Guyto
n
Rd.
Pait
Rd.
Catfish
Farm
Rd.
Oak
Grove
Church
Rd.
Guyton
Rd.
Burnt
Rd.
Hors
eshoe
Rd.
Webb
Rd.
Barry
Lewis
Rd.
Bellamy
Rd.
Round
BranchRd.
Zion
Hill
Churc
h
Rd.Butle
r
Mill
Rd.
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Sunset
Park
Rd.
Mars
hall
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Storms
Rd.
Ric
hardson
Rd.
Rd.
Ball
Park
Center S
unset
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r
Hickory
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ve
Ball
Park
Webb-Faulk
St.
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St.
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Davis
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Rd.
Taylors
Ln.
Mere
Jane
Ln.
Robert
Dvais
Rd.
Sara
hMerritt
Rd.
Jareds
Rd.
100
Green
Log Rd.
Edwards
Rd.
Clifto
n
Kinla
w
Bill
Cra
wle
y
Rd.
Woody Ln. Covena
nt
Cove
Willoughby
Hester
& L
ewis
Rd.
David Hillburn
Dr.
Brown
Rd.
Harvi
e Hunter
Rd.
McQueen
Rd.
Lawrence
JR
Britt
Dennis H
ester
Rd.
2.0
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.08.1
2
2
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131
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410131
410131
242
BYP211
BUS211
211
COUNTY
ROBESON
FALL 2021
RESURFACING
BLADEN COUNTY
SHEET NO.PROJECT REFERENCE NO.
2022CPT.06.02.10091.1,etc 4
SHEET NO.PROJECT REFERENCE NO.
6/2/99
10-
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Resurfacing\2021 Fall\
D3\
Bladen\typ.d
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$$$$
US
ER
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5
D
U
D
U
DD
OPERATION.
COMPLETING WIDENING AND/OR MILL & FILL
FINAL SURFACE WITHIN 3 DAYS OF
3. CONTRACTOR SHALL BEGIN PLACEMENT OF
COMPLETING SURFACE MILLING.
MILL & FILL OPERATION WITHIN 3 DAYS OF
2. CONTRACTOR SHALL BEGIN WIDENING AND/OR
WITHIN TIME FRAME ESTABLISHED IN STD. SPECS.
TEMPORARY PAINT MARKINGS SHALL BE INSTALLED
1. UPON COMPLETION OF SURFACE MILLING,
NOTES:
MILL & FILL PAVEMENT REPAIR
EXISTING PAVEMENT AND BASE
D1
CROSS SLOPE
VARIABLE
V3
AS DIRECTED BY ENGINEER
PLACEMENT OF PROPOSED ASPHALT SURFACE COURSE.
FLUSH WITH THE MILLED ASPHALT SURFACE LEFT IN PLACE, PRIOR TO
FILL MILLED AREAS WITH ASPHALT INTERMEDIATE COURSE BACK 2.
DESIGNATED BY THE ENGINEER AFTER COMPLETION OF SURFACE MILLING.
DISTRESSED AREAS TO BE REPAIRED BY MILL & FILL SHALL BE 1.
NOTES:
D2OR
V4OR
D
T1
D
T1
V2 C1
2022CPT.06.02.10091.1,etc
V3 V3D2 D2
V4 V4
4'-6'
PTPC
100' MIN100' MIN
INSIDE CURVE WIDENING
2' WIDENING(E1)
D1 D1
D2
V3 (SEE DETAIL)
INSIDE CURVE WIDENING
*PLUS ADDITIONAL 2'
4'-6'4'-6' 25'
TYPICAL SECTION NO. 1
2•" MILLING
I19.0C,AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD.
2•" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE
22'
TYPICAL SECTION NO. 2
V4 4" MILLING
D1I19.0C,AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE
4'-6' 4'-6'
PAVEMENT SCHEDULE
U EXISTING ASPHALT PAVEMENT
T1 AGGREGATE SHOULDER BORROW
SHOULDER RECONSTRUCTION WITH
C1 1•" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
E1
V2 1•" MILLING
V1 0"-1•" MILLING
AT AN AVERAGE RATE OF 627 LBS. PER SQ. YD.
5•" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
MILLING APPROACHES
EX. PAVEMENT
BY ENGINEER
MILL AS DIRECTED
EX. CONC. BRIDGE DECK
V1
BY ENGINEER
MILL AS DIRECTED
AS DIRECTED BY THE ENGINEER, IN ACCORDANCE WITH THIS DETAIL. APPROACHES
MILLING SHALL BE PERFORMED AT RR CROSSINGS, BRIDGE DECKS AND BRIDGE
NOTE:
BRIDGE MILLING
V1
EX. PAVEMENT
EX. CONC. BRIDGE DECK
V2
EX. PAVEMENT
EX. AWS
V1
EX. PAVEMENT
EX. PAVEMENT
MILL AS DIRECTED BY ENGINEER
EX. RR CROSSING
EX. PAVEMENT
RAILROAD TRACKS MILLING
V1 V2
OPERATION. STRUCTURES. RESURFACING WILL BE ACCOMPLISHED AT THE SAME TIME AS THE MILLING CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS ANDPERFORM THE WORK IN ACCORDANCE WITH SECTION 607 OF THE JANUARY 2012 NORTH
OF EACH RESURFACING MAP.WHERE THE BRIDGE WILL NOT BE RESURFACED, AND AT THE BEGINNING AND ENDING POINTLOCATIONS SHALL INCLUDE TIES INTO EXISTING CONCRETE PAVEMENT, AT BRIDGE APPROACHES
WITH THE FOLLOWING SKETCH AS DIRECTED BY THE ENGINEER.FOR SURFACE MIXES OVER 1" IN THICKNESS, MILL THE EXISTING PAVEMENT IN ACCORDANCE
NOTES TO CONTRACTOR
MILL EXISTING PAVEMENT
APPROX. THICKNESSOF SURFACE COURSE
BEGINNING OR ENDING OF MAP,
EXISTING CONCRETE PAVEMENT OR
NON-RESURFACEABLE BRIDGE DECKS
MILLING AT PAVEMENT TIE-INS DETAIL
T1
4' - 10'
AND BASE
EXISTING PAVEMENT
SHOULDER RECONSTRUCTION
TYP. SHOULDER WIDTH
DRAINAGE.
ENSURE POSITIVE
TIE TO EX. GRADE.
SHOULDER WEDGE
TIE FLUSH TO PAVEMENT AND EXISTING SHOULDER.
WIDENING MACHINE OR SIMILAR DEVICE AND COMPACTED USING A ROLLER ASB SHALL
AGGREGATE SHOULDER BORROW (ASB) MATERIAL SHALL BE PLACED USING A 2.
FROM ROADWAY.
560.02, WITH A MINIMUM SLOPE OF 1" PER FOOT TO ENSURE POSITIVE DRAINAGE AWAY
SHOULDER SHALL BE RECONSTRUCTED AS SHOWN IN STD. DWG. NO. 560.01 & 1.
NOTES:
1" / FT
SHEET NO.PROJECT REFERENCE NO.
6
6/2/99
10-
AU
G-2021 10:2
9.\typ.d
gn
$$$$
US
ER
NA
ME$$$$
75'
2022CPT.06.02.10091.1,etc
AS DIRECTED BY THE ENGINEER
AS DIRECTED BY THE ENGINEER
DEPTH, LENGTH & WIDTH VARIES
EXISTING PAVEMENT
ACBC TYPE B25.0B OR ACSC TYPE SF9.5A,S9.5B OR S9.5C
PATCHING TO BE PERFORMED PRIOR TO MILL AND FILL OPERATION
PATCHING EXISTING PAVEMENT
D2
V3 2•" MILLING
I19.0C,AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD.
2•" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE
V4 4" MILLING
D1I19.0C,AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE
PAVEMENT SCHEDULE
U EXISTING ASPHALT PAVEMENT
T1 AGGREGATE SHOULDER BORROW
SHOULDER RECONSTRUCTION WITH
C1 1•" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
E1
V2 1•" MILLING
V1 0"-1•" MILLING
AT AN AVERAGE RATE OF 627 LBS. PER SQ. YD.
5•" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
7-19-11
a
a
s:usr/details/stand/shoulderwedgedetail.dgn
a
a
DETAILS
SHOULDER WEDGE
10/16/12
3) THE SHOULDER WEDGE DEVICE MAY BE DISENGAGED AT PAVED DRIVEWAYS AND SIDE STREETS.
2) BACKFILL SHOULDER WITH APPROVED MATERIAL.
1) DETAIL DOES NOT APPLY TO OGAFC AND ULTRA-THIN BONDED WEARING COURSE.
NOTES:
a
a
SHOULDER W/ RUTTING
EXISTING UNIMPROVED
DROP OFF
RUT
Rutted Shoulder)
(Resurfacing Adjacent toT.SPELL
ASPHALT OVERLAY
SHOULDER
EXISTING UNIMPROVED
SHEET NO.PROJECT REFERENCE NO.
CHECKED BY:
FILE SPEC.:
DATE:
DATE:
FAX 919-250-4119Office 919-707-6950
DATE:ORIGINAL BY:
MODIFIED BY:
CONTRACT STANDARDSAND DEVELOPMENT UNIT
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
ASPHALT OVERLAY
SHOULDER
EXISTING UNIMPROVED
SHOULDER WEDGE
SHOULDER WEDGE DETAIL
PROPOSED PAVEMENT
MATERIAL
APPROVED BACKFILL
SHOULDER WEDGE
SHOULDER WEDGE DETAIL
EXISTING PAVEMENT
MATERIAL
APPROVED BACKFILL
(Resurfacing Projects w/ NO Widening)
- SHOULDER WEDGE ANGLE = 30°
ASPHALT OVERLAY
SHOULDER WEDGE
EXISTING PAVEMENT
MATERIAL
APPROVED BACKFILL
SHOULDER WEDGE DETAIL
with Existing Paved Shoulder having no dropoffs)
(Resurfacing Projects w/ Widening or
2022CPT.06.02.10091.1,etc 7
2022CPT.06.02.10091.1,etc 8
PROJECT REFERENCE NO. SHEET NO.
8
TWO LANE - TWO WAY ROADWAY - 55 MPH
ROADWAY WIDTH LANE WIDTH SHOULDER WIDTH
18’ 9’ * 0’
20’ 10’ * 0’
22’ 10’ 1’
24’ 10’ 2’
26’ 11’ 2’
28’ 12’ 2’
32’ 12’ 4’
* May vary due to pavement width
this table and detail unless otherwise directed by the Engineer.
Contractor shall place the new pavement markings in accordance with
GUIDELINES FOR LANE WIDTHS ON RESURFACING PROJECTS
MPH OR LESS
TWO LANE - TWO WAY ROADWAY 50
ROADWAY WIDTH LANE WIDTH SHOULDER WIDTH
18’ 9’ * 0’
20’ 10’ * 0’
22’ 10’ 1’
24’ 10’ 2’
26’ 11’ 2’
28’ 11’ 3’
32’ 11’ 5’
* May vary due to pavement width
(NOT TO SCALE)
SCHEMATIC OF ROADWAY
WHITE LINE WHITE LINE WHITE LINE WHITE LINE WHITE LINE WHITE LINE
WHITE LINE WHITE LINE WHITE LINE WHITE LINE WHITE LINE WHITE LINE
WID
TH
SH
OU
LD
ER
WID
TH
LA
NE
WID
TH
SH
OU
LD
ER
WID
TH
LA
NE
RO
AD
WA
Y W
IDT
H
CL OF ROADWAY
2017CPT.06.11.10091.1, etc 2022CPT.06.02.10091.1, etc 9
PROJECT NO. SHEET NO. TOTAL NO.
1220000000-E 1245000000-E 1260000000-E
LENG
TH
WID
TH INCIDENTAL STONE BASE
SHOULDER RECONSTRUCTION
AGGREGATE SHOULDER BORROW
1½" MILLING 2.5" MILLING
MI FT TONS SMI TON SY SY2022CPT.06.02.10091.1 Bladen 1 NC 242 FROM NC 53 TO CUMBERLAND CL 1 2 2WU NO NO 15.81 25 158 232,206 704
15.81 158 232,206 70415.81 158 232,206 704
2022CPT.06.02.20091.1 Bladen 2 SR 1100 FROM NC 131 TO NC 211 BYP. 2 2 2WU NO NO 8.57 22 17.14 2,8588.57 17.14 2,8588.57 17.14 2,858
24.38 158 17.14 2,858 232,206 704
1330000000-E 1491000000-E 1503000000-E 1523000000-E 1575000000-E
LENG
TH
WID
TH INCIDENTAL MILLING
BASE COURSE, B25.0C
INTERMEDIATE COURSE, I19.0C
SURFACE COURSE,
S9.5C
ASPHALT BINDER FOR PLANT MIX
MI FT SY TONS TONS TONS TONS2022CPT.06.02.10091.1 Bladen 1 NC 242 FROM NC 53 TO CUMBERLAND CL 1 2 2WU NO NO 15.81 25 4,476 368 100 19,929 1,217
15.81 4,476 368 100 19,929 1,21715.81 4,476 368 100 19,929 1,217
2022CPT.06.02.20091.1 Bladen 2 SR 1100 FROM NC 131 TO NC 211 BYP. 2 2 2WU NO NO 8.57 22 4,585 2208.57 4,585 2208.57 4,585 220
24.38 4,476 368 4,685 19,929 1,437
232,910
S U M M A R Y O F Q U A N T I T I E S
LANE
S
TOTAL FOR PROJ NO. 2022CPT.06.02.10091.1
TOTAL FOR MAP NO. 2
WARM MIX ASPHALT
REQUIRED
1297000000-E
232,910
TOTAL FOR MAP NO. 2
TOTAL FOR PROJ NO. 2022CPT.06.02.20091.1
TOTAL FOR PROJ NO. 2022CPT.06.02.20091.1
TOTAL FOR MAP NO. 1
PROJECT NO COUNTY MAP NO ROUTE DESCRIPTION
TYP
NO
LANE
SLA
NE
TYPE
FINAL SURFACE TESTING
REQUIRED
GRAND TOTAL
2022CPT.06.02.10091.1, 2022CPT.06.02.20091.1
LANE
TYP
E FINAL SURFACE TESTING
REQUIRED
WARM MIX ASPHALT
REQUIRED
TOTAL FOR MAP NO. 1
TOTAL FOR PROJ NO. 2022CPT.06.02.10091.1
GRAND TOTAL
PROJECT NO COUNTY MAP NO ROUTE DESCRIPTION
TYP
NO
SHEET NO. TOTAL NO.
4413000000-E 4457000000-N 4900000000-N
LENG
TH
WID
TH WORK ZONE ADVANCE/GENERAL WARNING SIGNING
TEMPORARY TRAFFIC
CONTROL
4" X 90 M WHITE
THERMO
4" X 90 M YELLOW THERMO
4" WHITE PAINT
4" YELLOW PAINT
YELLOW & YELLOW
MARKERSMI FT SF LS LF LF LF LF EA
2022CPT.06.02.10091.1 Bladen 1 NC 242 FROM NC 53 TO CUMBERLAND CL 1 2 2WU 15.81 25 1,771 1 166,954 116,649 166,954 116,649 1,04315.81 1,771 1 166,954 116,649 166,954 116,649 1,04315.81 1,771 1 166,954 116,649 166,954 116,649 1,043
2022CPT.06.02.20091.1 Bladen 2 SR 1100 FROM NC 131 TO NC 211 BYP. 2 2 2WU 8.57 22 9608.57 9608.57 960
24.38 2,731 1 166,954 116,649 166,954 116,649 1,043283,603
T H E R M O P L A S T I C A N D P A I N T Q U A N T I T I E S
GRAND TOTAL 283,603
TOTAL FOR MAP NO. 2
TOTAL FOR PROJ NO. 2022CPT.06.02.20091.1
LANE
S
LANE
TYP
E
TOTAL FOR MAP NO. 1
TOTAL FOR PROJ NO. 2022CPT.06.02.10091.1 283,603
PROJECT NO COUNTY MAP NO ROUTE DESCRIPTION
TYP
NO
283,603
PROJECT NO. 2022CPT.06.02.10091.1, 2022CPT.06.02.20091.1
4685000000-E 4810000000-E
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