Your Key to Pavement Management...

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Pavement Preservation Your Key to Pavement Management Success Road Foreman Meeting West Windsor, Vermont March 24, 2015 Dan Patenaude, P.E. Hometown: Chester, VT

Transcript of Your Key to Pavement Management...

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Pavement PreservationYour Key to Pavement Management Success

Road Foreman MeetingWest Windsor, Vermont

March 24, 2015

Dan Patenaude, P.E.Hometown: Chester, VT

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Corporate HeadquartersBraintree, MA

Since 1957

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Bridge PreservationBridge Preservation

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Pavement PreservationPavement Preservation

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pre∙serve (pri-zērv’) verb

1. to keep in good condition2. to keep safe from harm3. to prevent decay4. maintain

Pavement Preservation 

Source: Merriam Webster

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80% want better roads

80% want lower taxes

Surprising Poll Results

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1. Not enough $

2 Major Problems

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Asphalt Cement Price History--1992 to Present(Annual Average $ Per U.S. Liquid Ton)

$0.00

$100.00

$200.00

$300.00

$400.00

$500.00

$600.00

$700.00

Source: MassDOT1992 2002 2012 2014

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Asphalt Cost

Highway Budgets

HMA Life Expectancy

Why Do We NeedPavement Preservation?

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1. Not enough $

2. Not optimizing $

2 Major Problems

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“Worst-First”Pavement Management

approach

Political Trap

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Reconstruction Candidate

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Preservation Candidate

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When are you going 

to fix my road!?

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Dirty Little Secret

Consulting Fees

Reconstruction Projects

MaintenanceProjects

Engineer

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1. Not enough $

2. Not optimizing $

2 Major Problems

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Management Conceptsto Optimize Limited Funding

• EAC – Equivalent Annual Costs

• RSL – Remaining Service Life

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Applying the Right Treatment, to the Right Road,at the Right Time…

* Crack Sealing to also be used in conjunction with other applications and as needed

Asphalt Deterioration Curve (An Unfortunate Fact of Life)

Good

Fair

Poor

Failed

Pav

emen

t C

ond

itio

n

5 10 15Time (Years)

0

1. Crack Sealing*, Fog Seal/RejuvenatorExcellent

Very Poor

20 25

2. Slurry Seal, Chip Seal or Microsurfacing (Single)

4. Cape Seal5. HMA Overlay

7. Mill & HMA Overlay8. Full Depth Reconstruction

3. Chip Seal or Microsurfacing (Double)

6. In-Place Recycling & Overlay

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Road Treatment Alternatives ‐Equivalent Annual Costs

TreatmentAlternative

($/Lane-Mile) * ($/SY)

EstimatedService Life

(Years)

EAC($/SY/Year)

Crack Seal $ 3,520 $ .50 2 $0.25

Fog Seal $ 7,040 $ 1.00 3 $0.33

Single SurfaceTreatment $ 14,080 $ 2.00 5 $0.40

Double Surface Treatment $ 29,920 $ 4.25 8 $0.53

Thin Overlays $ 49,280 $ 7.00 10 $0.70

Mill-and-Fill $ 84,480 $12.00 12 $1.00

Rehabilitation $119,680 $17.00 15 $1.13

Reconstruction $176,000 $25.00 20 $1.25

Costs

* Based on 12’ lane widths

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$0.25$0.33

$0.40

$0.53

$0.70

$1.00

$1.13$1.25

$0.00

$0.20

$0.40

$0.60

$0.80

$1.00

$1.20

$1.40

FogSeal

Crack Seal

SingleSurface

Treatment

DoubleSurface

Treatment

ThinOverlays

Mill& Fill Rehabilitation

Reconstruction

EAC by Strategy ($/SY/Year)

Preservation or Repair Strategy

EAC

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EAC Example

Save Money…Keep Good Roads Good!

Roadway Network = 100 centerline milesAverage Paved Width = 26 feetTotal Paved Area = 1,525,000 SY

PreservationApproach (Chip Seal)

“Worst First”Approach (Rehab)

Network Area 1,525,000 SY 1,525,000 SYAvg. EAC X $ 0.40/SY/Year X $ 1.13/SY/YearRequired Annual Budget $ 610,000 $1,723,250

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REHABILITATION STRATEGY:TOTAL COST/SY OVER 50 YEARS = $51.00/SY

PRESERVATION STRATEGY:TOTAL COST/SY OVER 50 YEARS = $20.00/SY

Progressive Pavement ManagementPreservation vs. Rehabilitation

YEARS

Preservation StrategyRehabilitation Strategy

Savings= $31.00/SY x 1,525,000 SY = $47M!

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REHABILITATION STRATEGY:Year 15: FDR plus 4” Hot Mix OverlayYear 30: FDR plus 4” Hot Mix OverlayYear 45: FDR plus 4” Hot Mix Overlay

PRESERVATION STRATEGY:Years 5, 14, 30 & 39: Crack sealingYears 10 & 35: Microsurfacing (Double)Years 17 & 42: Cape SealYear 25: Mill & Pave

Progressive Pavement ManagementPreservation vs. RehabilitationProgressive Pavement Management

Preservation vs. Rehabilitation

TOTAL COST/SY OVER 50 YEARS = $60.00TOTAL COST/SY OVER 50 YEARS = $29.60

YEARS

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Management Conceptsto Optimize Limited Funding

• EAC – Equivalent Annual Costs

• RSL – Remaining Service Life

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Available at: http://www.fhwa.dot.gov/pavement/pub_details.cfm?id=478

Remaining Service Life

Simple (but effective) planning, education and communication tool:

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A Quick Check of YourHighway Network Health

Remaining Service Life (RSL) Concept

• Every road segment has aRemaining Service Life

• 200 lane-miles with NO REPAIRSor MAINTENANCE in a given year,will lose 200 lane-mile-yearsof Remaining Service Life

• Annual work plans should match condition goals (“outcome based budgeting”)

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For Each Treatment Used:

Milesof

Treatment

Service Life of

TreatmentMile - Years

Added Network Service Life =

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Pavement Network Evaluation WorksheetTotal Network Lane Miles = ____________

Project Design Life Lane Miles Lane Mile Years Lane Mile Cost Total CostFDR X =

Total = Total =

Project Design Life Lane Miles Lane Mile Years Lane Mile Cost Total CostCIPR X =Mill & Fill X =

Total = Total =

Project Design Life Lane Miles Lane Mile Years Lane Mile Cost Total CostUTBO X =Microsurfacing X =Chip Seal X =Fog Seal X =Crack Seal X =

Total = Total =

Pavement Preservation

Reconstruction

Publication No. FHWA-IF-07-006

Rehabilitation

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RSL Example

Network = 200 lane-miles

Budget = $1,000,000 ($0.71/SY)

“Worst First” or Preservation?Which program will add

more service life?

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Strategic SummaryNetwork Trend

ProgrammedActivity Lane-Miles

Lane-MileYears

TotalCost Programmed Activity

130Reconstruction 2 40 $352,000

(Lane-Mile-Years) =

minusRehabilitation 7 90 $661,760 Total Network 200

Preservation 0 0 $0(Lane-Mile-Years) =

Totals: 9 130 $1,013,760 Gain (+) / Deficit (-) = -70

ProgrammedActivity Lane-Miles

Lane-MileYears

TotalCost Programmed Activity

233Reconstruction 1 20 $176,000

(Lane-Mile-Years) =

minusRehabilitation 3 39 $288,640 Total Network 200Preservation 41 174 $535,040

(Lane-Mile-Years) =

Totals: 45 233 $999,680Gain (+) / Deficit (-)

= 33

“Worst First”

Preservation

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Develop annual work plans to

maximize the amount of

new service lifegetting injected

into your network!

Good Idea……

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Park Avenue – August 1, 2014Park Avenue – August 1, 2014

Bridgeport, CTBridgeport, CT Fairfield, CTFairfield, CT

2004: 2” Mill & Fill 2004: 2” Mill & Fill2010: Crack Seal &

Microsurfacing

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• “Worst-First” is unaffordable

• Deferring maintenancedoes NOT save $$$

• A balanced approach is best

Optimizing Limited Roadway Funding

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THANK YOU

Dan Patenaude, P.E.Sealcoating, Inc.825 Granite StreetBraintree, MA 02184

Tel (781) 428-3400Fax (781) [email protected]