VHB 2020 Marlborough Pvmt Report 2020.pdf

Pavement Management Update Marlborough, Connecticut

FEBRUARY 2020

PREPARED FOR

Mr. Peter Hughes Planning and Economic Development Town of Marlborough, CT 26 North Main Street Marlborough, CT 06447

PREPARED BY

VHB

100 Great Meadow Road Suite 200 Wethersfield, CT 06109-2377 860.807.4300

FINAL REPORT

Marlborough, CT Pavement Management Update i Table of Contents

Table of Contents

1 Introduction

2 Pavement Management

The Pavement Inventory and Condition Evaluation Treatment Bands

3 Existing Condition – Roads

Backlog of Work - Roads

4 Budget Analysis

Scenarios Explored Summary of Budget Results Pavement Condition Map

5 Appendices

Appendix A: Pavement Unit Costs Appendix B: Pavement Backlog Report - Alphabetic ii Table of Contents

List of Tables

Table No. Description Page

Table 1 Treatment Band Descriptions

Table 2 Summary of Miles and Dollars of Outstanding Work

List of Figures

Figure No. Description Page

Figure 1 Typical Pavement Deterioration Curve

Figure 2 PCI Distribution

Figure 3 Miles of Outstanding Work

Figure 4 Dollars of Outstanding Work

Figure 5 PCI Projections

Figure 7 Pavement Condition Map

Introduction The Town of Marlborough retained Vanasse Hangen Brustlin, Inc.

(VHB) to perform a condition evaluation of all Town-maintained roadways.

Starting with inventories previously developed in 2005 and updated in 2013, VHB performed on-site visual inspections on 62.6 miles of Town-maintained roadway. A pavement management system creates a benchmark of current pavement conditions throughout the Town, to assist in determining paving budget needs, and prioritizing pavement maintenance and rehabilitation. The database is mapped using Geographic Information Systems (GIS) software to facilitate presentation and planning.

The following chapters present the findings of the roadway pavement study.

Pavement Management Pavement management is the process of planning the maintenance and repair of a network of roadways or other paved facilities in order to optimize pavement conditions over the entire network

To accomplish this, a community needs to have several repair techniques in its arsenal and the knowledge of when to apply each of these. This is where pavement management comes into play.

A key fundamental in pavement management is the value of preservation treatments, which are the application of low-cost preventive measures to a road in fair condition, before it deteriorates to a condition that requires a much more expensive rehabilitation, as presented by the following graphic.

Figure 1 Typical Pavement Deterioration Curve

The Pavement Inventory and Condition Evaluation Developing the pavement inventory includes the following three steps.

1. Defining Pavement Management Segments: Each road contains one or more pavement management sections. A pavement management section defines the limits of previous construction or maintenance activities within each road. Segments are defined by having the same width, typical distresses, one-way status, functional class, etc. The goal is to set up homogenous areas of pavement to aid in assigning the appropriate treatment.

2. Surface Distress Assessment: For each pavement management segment, the pavement surface was visually evaluated for the presence of 9 categories of pavement distress.

› potholes › block cracking

› alligator cracking › transverse or longitudinal cracking

› distortion › bleeding or polished aggregate

› rutting › surface wear or raveling

› corrugations, shoving, and slippage

3. Visual PCI: Observed pavement distress data correlates to a visual PCI for each pavement segment. A PCI of 100 indicates a road surface in perfect condition. A PCI of 0 would represent an impassible roadway.

Will cost $24 Here

Treatment Bands In summarizing the condition of the pavement network, it is useful to categorize recommended repairs into 5 main categories, as shown below:

Table 1 Treatment Band Descriptions

Treatment Band PCI Description

Do Nothing 93-100 Excellent condition – in need of no maintenance.

Crack seal 85-92 Good condition – may need crack sealing or minor localized repair.

Preservation 73-85 Fair condition – pavement surface may need surface sealing, full-depth patch and/or crack sealing.

Mill & Overlay 61-72 Deficient condition – pavement surface structure in need of added strength for existing traffic. Typical repairs are overlay with or without milling.

Reclaim 0-60 Poor condition – in need of base improvement.

Typical repairs are reclamation or full-depth reconstruction.

Existing Conditions The average Pavement Condition Index (PCI) for the Marlborough road network is an 81.

The following chart shows a detailed breakdown of the current overall pavement condition in Marlborough. The chart shows the distribution of miles in groups of 5 PCI point increments

Figure 2 PCI Distribution

Backlog of Work Using the Treatment Bands described in Chapter 2, the following table and figures summarize the backlog of pavement work in Marlborough. The backlog represents the total amount of work required to improve every road in Town with the recommended treatment.

Table 2 Summary of Miles and Dollars of Outstanding Work

Treatment Band Miles Dollar Backlog Do Nothing 14.4 $0 Crack Seal 16.3 $123,270 Preservation 18.7 $1,102,567 Mill & Overlay 8.6 $3,128,263 Reclaim 3.5 $1,347,086 Totals 61.5 $5,701,186

The following two figures represent the above information graphically.

Figure 3 Miles of Outstanding Work

Figure 4 Dollars of Outstanding Work

Figures 3 and 4 demonstrate that while only approximately 6% of the Town’s road miles require Reclaim, they account for 24% of the total cost of outstanding work. Reclaim is the most expensive category of road repair. Also noteworthy are the 57% of the Town’s miles that are in need of preservation or maintenance treatments. It makes logical fiscal sense to consider extending the lives of the large number of roads in need of these treatments before they deteriorate to a condition that would require more expensive repairs.

Budget Analysis Marlborough has a major investment in its 61.5 miles of Town maintained road network. It is easy to forget that roadways can be community’s single largest investment. Without considering signs, signals, curbing, or sidewalks, it would cost Marlborough over $22,000,000 in today’s dollars to replace the existing Town maintained roadway infrastructure. The final phase of the pavement management process that VHB undertook for this report was the examination of various annual spending levels.

Scenarios Explored VHB projected the effect of three potential 5-year funding scenarios. The impact of these investments on the average PCI in Marlborough are shown in the following figures. The goal of this analysis is to explore the funding required to maintain or improve overall conditions.

› $ 450,000 Annually - Maintain PCI › $ 750,000 Annually - Improve PCI 2 Points

› $ 1,000,000 Annually - Improve PCI 4 Points

Summary of Budget Results The following graph shows the effect of the funding levels analyzed for Marlborough‘s road network over the next five years.

Figure 5 PCI Projections

Pavement Treatment Map The following map shows the current pavement treatment band of Marlborough’s Town maintained roads.

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Pavement Treatment Band Map Marlborough, Connecticut

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A1 Appendix

Appendices

Appendix A: Pavement Unit Costs

The following unit costs for pavement repair alternatives were used in this report, as well as the Backlog Report in the following Appendix.

Name Cost/SY Do Nothing $0.00

Crack Seal $0.50

Patching $2.00

Crack Seal and Patch $2.50

Surface Seal $5.00

Overlay $6.16

Level and Overlay $8.16

Level and Rubber Chip $8.16

Mill & Overlay $24.17

Reclaim $24.17

Mill & Overlay with some Full Depth Patching $26.17

Appendix B: Pavement Backlog Report - Alphabetical

Pavement Segments Listing Marlborough, Connecticut

2/1/2020

ROADNAME 2019 PCI Repair 2019 Comment 2019 Length (ft) Width Area (yds)

Treatment Band Based On Repair

Unit Cost Per SqYd

Total Cost

ALDEN CIRCLE 90 Do Nothing Cracks Are Well Sealed 928 28 2,887 Do Nothing $0.00 $0 AUSTIN DRIVE 100 Do Nothing 1,270 15 2,117 Do Nothing $0.00 $0 BEVERLY LANE 85 Crack Seal 687 10 763 Crack Seal $0.50 $382 BLACKLEDGE ROAD NORTH 100 Do Nothing 1,298 18 2,597 Do Nothing $0.00 $0 BLACKLEDGE ROAD SOUTH 80 Crack Seal 534 20 1,187 Crack Seal $0.50 $593 BLISH ROAD 65 Level and Overlay Driveways And Drainage Structures Will Need To Be Adjusted 2,104 21 4,909 Preservation $8.16 $40,060 BROCK CROSSING 85 Surface Seal Surface Exhibits Light Alligator Cracking ‐ Surface Seal Now to Avoid Mill & Overlay in 5‐10 Years 496 40 2,204 Preservation $5.00 $11,022 BUCKBOARD LANE 70 Mill & Overlay Consider Rubber Chip Like Walnut? 1,602 20 3,560 Mill & Overlay $24.17 $86,045 BULL HILL ROAD 100 Do Nothing 2,268 20 5,039 Do Nothing $0.00 $0 CAFFYN DRIVE 90 Crack Seal Cracking Is In The Cul‐De‐Sac. Surface Wear Caused By Snow Plow Chatter. 1,222 23 3,123 Crack Seal $0.50 $1,561 CARRIAGE LANE 65 Mill & Overlay Consider Rubber Chip Like Walnut? 1,379 30 4,597 Mill & Overlay $24.17 $111,102 CHAPMAN ROAD 85 Crack Seal and Patch 7,781 24 20,749 Preservation $2.50 $51,873 CHENEY ROAD #1 85 Crack Seal 3,189 24 8,503 Crack Seal $0.50 $4,252 CHENEY ROAD #2 90 Crack Seal 1,397 25 3,879 Crack Seal $0.50 $1,940 COOLEY ROAD 95 Crack Seal 880 22 2,151 Crack Seal $0.50 $1,076 DEER RUN 75 Crack Seal Consider Surface Seal 2 Address Distortions At Transverse Cracks 1,924 30 6,413 Crack Seal $0.50 $3,207 DENLER DRIVE 90 Crack Seal 1,941 30 6,469 Crack Seal $0.50 $3,234 DICKINSON ROAD 95 Do Nothing Cracks Are Well Sealed 6,179 30 20,597 Do Nothing $0.00 $0 EAGLE ROCK TRAIL 95 Do Nothing Chip Seal Surface, Cracks Are Well Sealed 1,144 28 3,559 Do Nothing $0.00 $0 EAST LAKE ROAD 100 Do Nothing 340 20 756 Do Nothing $0.00 $0 EDSTROM ROAD #1 85 Crack Seal Some Cracks Are Well Sealed But Additional Alligator Cracking Needs To Be Sealed 2,464 22 6,022 Crack Seal $0.50 $3,011 EDSTROM ROAD #2 100 Do Nothing 3,234 25 8,983 Do Nothing $0.00 $0 EDSTROM ROAD #3 90 Do Nothing Cracks Are Well Sealed 2,010 25 5,584 Do Nothing $0.00 $0 EMILY ROAD 85 Isolated Patching Plan To Crack Seal In 2 To 3 Years 4,046 28 12,588 Preservation $2.00 $25,175 FINLEY HILL ROAD 100 Do Nothing New Pavement 3,830 23 9,788 Do Nothing $0.00 $0 FLOOD ROAD #1 60 Mill & Overlay or Overlay Some Damage To Chip Seal From Snow Plows 5,479 22 13,393 Mill & Overlay $15.17 $203,173 FLOOD ROAD #3 50 Reclaim Cold In‐Place Recycling Is A Possible Alternative Treatment 6,447 25 17,907 Reclaim $24.17 $432,817 FULLER ROAD 65 Overlay Fairly Extensive Alligator Cracking Overlay Would Provide Additional Structural Value. Some Driveways Ma 1,102 24 2,938 Preservation $6.16 $18,099 GARDEN LANE 60 Mill & Overlay 246 21 574 Mill & Overlay $24.17 $13,874 GINA LANE 95 Crack Seal Cracking Is Primarily In Cul‐De‐Sac 1,396 28 4,343 Crack Seal $0.50 $2,172 GLENWOOD ROAD 80 Crack Seal 1,215 23 3,104 Crack Seal $0.50 $1,552 HALL TRAIL 95 Do Nothing 739 18 1,478 Do Nothing $0.00 $0 HEMLOCK DRIVE 70 Mill & Overlay with some Full Depth Patching 2,711 26 7,832 Mill & Overlay $26.17 $204,957 HERITAGE DRIVE 90 Do Nothing Chip Seal Surface, Cracks Are Well Sealed 2,142 26 6,188 Do Nothing $0.00 $0 HICKORY ROAD 80 Crack Seal 1,953 24 5,208 Crack Seal $0.50 $2,604 HIDDEN WOODS DRIVE 90 Do Nothing Cracks Are Well Sealed 1,985 23 5,072 Do Nothing $0.00 $0 HILLSIDE AVE 95 Do Nothing 279 19 589 Do Nothing $0.00 $0 HOCCANUM ROAD 90 Do Nothing Cracks Are Well Sealed 956 25 2,656 Do Nothing $0.00 $0 HODGE ROAD 85 Crack Seal 3,040 20 6,755 Crack Seal $0.50 $3,377 HOLLY LANE 90 Crack Seal 944 24 2,517 Crack Seal $0.50 $1,258 HUNTER RIDGE ROAD 95 Do Nothing Cracks Are Well Sealed 1,327 26 3,834 Do Nothing $0.00 $0 INDEPENDENCE DRIVE 85 Crack Seal 501 28 1,559 Crack Seal $0.50 $779 ISLEIB ROAD 85 Crack Seal 3,355 23 8,574 Crack Seal $0.50 $4,287 JAMES LANE 100 Do Nothing 1,956 27 5,868 Do Nothing $0.00 $0 JERRY DANIELS ROAD #1 95 Crack Seal Cracks Are Well Sealed. Very Isolated Spots Where Additional Sealant Is Recommended. 5,483 28 17,057 Crack Seal $0.50 $8,529

2/1/2020

ROADNAME 2019 PCI Repair 2019 Comment 2019 Length (ft) Width Area (yds)

Treatment Band Based On Repair

Unit Cost Per SqYd

Total Cost

JERRY DANIELS ROAD #3 85 Patching Cracks Are Well Sealed 1,099 16 1,953 Preservation $2.00 $3,906 JOHNSON ROAD 85 Crack Seal 5,526 23 14,122 Crack Seal $0.50 $7,061 JONES HOLLOW ROAD #1 75 Routine Maintenance Chip Seal Surface, Structural Improvement In 5 To 10 Years Recommended 4,803 21 11,207 Preservation $2.50 $28,018 JONES HOLLOW ROAD #2 75 Routine Maintenance Chip Seal Surface. Structural Improvement Recommended In 5 To 10 Years. 5,202 24 13,872 Preservation $2.50 $34,680 JONES HOLLOW ROAD #3 80 Do Nothing New Pavement 872 26 2,519 Do Nothing $0.00 $0 JONES HOLLOW ROAD #3 80 Routine Maintenance Chip Seal Surface, Section From Town Hall To Cheney Road Is New Pavement. 12,884 25 35,789 Preservation $2.50 $89,472 KEIRSTEAD CIRCLE 95 Do Nothing 1,889 18 3,779 Do Nothing $0.00 $0 KELLOGG ROAD #2 90 Crack Seal 2,908 20 6,462 Crack Seal $0.50 $3,231 KIMBERLEY WAY 95 Do Nothing Cracks Are Well Sealed 799 25 2,219 Do Nothing $0.00 $0 KNEELAND ROAD 100 Do Nothing 818 20 1,818 Do Nothing $0.00 $0 KRISTI LANE 95 Do Nothing Cracks Are Well Sealed 1,240 25 3,444 Do Nothing $0.00 $0 LAFAYETTE ROAD 75 Crack Seal A Short Section On The West End Of This Section (Near Top Of Hill) Needs Structural Improvement 868 18 1,736 Crack Seal $0.50 $868 LAFAYETTE ROAD 90 Do Nothing 797 26 2,303 Do Nothing $0.00 $0 LAKE RIDGE DRIVE #1 95 Crack Seal 2,290 21 5,344 Crack Seal $0.50 $2,672 LAKE ROAD 90 Crack Seal Cracking Is In The Boat Launch Area 919 22 2,246 Crack Seal $0.50 $1,123 LAUREL LANE 90 Do Nothing Chip Seal Surface, Cracks Are Well Sealed 4,025 28 12,521 Do Nothing $0.00 $0 LEWIS ROAD 90 Patching 2,234 29 7,197 Preservation $2.00 $14,394 MAYFLOWER ROAD 95 Do Nothing Cracks Are Well Sealed 1,684 28 5,239 Do Nothing $0.00 $0 MEADOW WAY 95 Do Nothing Cracks Are Well Sealed 772 25 2,144 Do Nothing $0.00 $0 MILLSTONE DRIVE 85 Crack Seal 4,164 28 12,954 Crack Seal $0.50 $6,477 MONHEGE PATH 85 Crack Seal 1,198 29 3,859 Crack Seal $0.50 $1,930

MYRNA ROAD 65 Overlay Overlay Will Require Some Driveway Adjustments. Very Little Drainage On The Road. Consider Surface Seal With Patching Preparation As An Alternative. 1,871 21 4,366 Preservation $6.16 $26,893

MYSTIC LANE 65 Mill & Overlay 577 30 1,923 Mill & Overlay $24.17 $46,487 NORTH MAIN STREET #1 90 Do Nothing Plan To Crack Seal Again Within 5 Years 1,143 31 3,937 Do Nothing $0.00 $0 NORTH MAIN STREET #2 85 Crack Seal Continue To Maintain By Crack Sealing, Plan To Mill And Overlay In 10 Years 8,822 30 29,405 Crack Seal $0.50 $14,703 NORTH PARKER ROAD 50 Base Rehabilitation Possible Cold In‐Place Recycling Candidate 3,493 24 9,314 Reclaim $30.00 $279,408 OAK DRIVE 90 Crack Seal 1,133 31 3,903 Crack Seal $0.50 $1,951 OFSHAY ROAD 60 Structural Improvement Reclaim Or Remove And Replace Or Just Maintain With Surface Treatment Are Options 286 21 667 Mill & Overlay $24.17 $16,119

OGDEN LORD ROAD 60 Overlay Some Areas May Require Full Depth Patching. Reclaim Is An Alternative Treatment But May Not Be Warranted Due To Limited Traffic 9,836 23 25,135 Preservation $6.16 $154,834

PAPERMILL ROAD 45 Shim and Overlay 5,488 18 10,976 Preservation $8.16 $89,564

PARK ROAD 70 Overlay Old Micro Surface Wearing Off In Several Locations, Consider A Surface Treatment With Patching Preparation As An Alternative; Split Segment At Route To Bridge Section To East Is Do Nothing 2,723 31 9,380 Preservation $6.16 $57,782

PARK ROAD 95 Patch & Overlay Old Micro Surface Wearing Off In Several Locations, Consider A Surface Treatment With Patching Preparation As An Alternative; Split Segment At Route To Bridge Section To East Is Do Nothing 1,729 23 4,418 Preservation $8.16 $36,049

PARKER ROAD 45 Level and Rubber Chip Multiple Areas Need Drainage Improvement To Keep Water Off Of Road. Conditions Warrant Reclamation However Limited Traffic Suggests Recommended Treatment. 3,650 17 6,894 Preservation $8.16 $56,259

PETTINGILL ROAD 80 Crack Seal 1,789 15 2,982 Crack Seal $0.50 $1,491 PETTINGILL ROAD 85 Crack Seal 539 20 1,198 Crack Seal $0.50 $599 PETTINGILL ROAD 40 Reclaim 462 19 976 Reclaim $24.17 $23,590 PHELPS ROAD 85 Crack Seal 2,261 20 5,023 Crack Seal $0.50 $2,512 PHELPS ROAD 60 Patch & Overlay Alligator Cracking & Distortions 468 15 781 Preservation $8.16 $6,372 PINE GROVE ROAD 90 Crack Seal 806 25 2,238 Crack Seal $0.50 $1,119 PLANETA ROAD 65 Mill & Overlay Milling Recommended To Remove Aged Pavement 491 29 1,582 Mill & Overlay $24.17 $38,242 POND VIEW 95 Do Nothing Cracks Are Well Sealed 2,128 24 5,674 Do Nothing $0.00 $0

2/1/2020

ROADNAME 2019 PCI Repair 2019 Comment 2019 Length (ft) Width Area (yds)

Treatment Band Based On Repair

Unit Cost Per SqYd

Total Cost

PORTLAND ROAD 70 Level and Rubber Chip or Overlay Existing Rubber Chip Wearing Off In Several Locations; Roadside Ditch (Or Other Storm Drainage Facility) Needs To Be Created In Some Locations To Keep Water Off Road 5,599 22 13,686 Preservation $8.16 $111,675

QUINN ROAD 65 Overlay Some Damage To Chip Seal From Snow Plows 3,544 20 7,876 Preservation $6.16 $48,513 RIDGEWOOD DRIVE 100 Do Nothing 2,196 30 7,320 Do Nothing $0.00 $0 RIVENDELL ROAD 70 Mill & Overlay Questionable Bass Condition 2,112 28 6,571 Mill & Overlay $24.17 $158,813 RIVERVIEW CIRCLE 95 Crack Seal New Pavement 2,067 27 6,201 Crack Seal $0.50 $3,101 ROBERTS ROAD 90 Crack Seal 4,919 30 16,395 Crack Seal $0.50 $8,198 SANDY LANE 90 Crack Seal Cracking Is Primarily In Cul‐De‐Sac 1,012 29 3,259 Crack Seal $0.50 $1,630 SANER ROAD 75 Crack Seal and Patch 9,904 24 26,411 Preservation $2.50 $66,027 SARAH LANE 70 Level and Overlay May Need To Adjust One Driveway 359 24 957 Preservation $8.16 $7,812 SCHOOL DRIVE 90 Crack Seal 1,816 29 5,852 Crack Seal $0.50 $2,926 SHEPARD DRIVE 85 Crack Seal 542 30 1,806 Crack Seal $0.50 $903 SHERWOOD LANE 50 Reclaim Cross Section Of Road Is Not Bad Remove And Replace Is A Possible Option 3,588 28 11,163 Reclaim $24.17 $269,801 SOUTH BUCKBOARD LANE 95 Do Nothing Cracks Are Well Sealed. Chip Seal Surface 4,124 27 12,372 Do Nothing $0.00 $0 SOUTH MAIN STREET #1 100 Do Nothing 4,285 25 11,903 Do Nothing $0.00 $0

SOUTH MAIN STREET #2 65 Mill & Overlay Possible Alternative Treatment Is Extensive Patching And Surface Seal. Surface Wear Related To Snow Plow Chatter. 6,770 26 19,558 Mill & Overlay $24.17 $472,711

SOUTH MAIN STREET #3 70 Mill & Overlay Bridge Section 699 26 2,018 Mill & Overlay $24.17 $48,775 SOUTH MAIN STREET #4 70 Mill & Overlay 402 28 1,251 Mill & Overlay $24.17 $30,245 SOUTH MAIN STREET #6 65 Mill & Overlay with some Full Depth Patching 3,685 29 11,874 Mill & Overlay $26.17 $310,731 SOUTH MAIN STREET #7 65 Mill & Overlay with some Full Depth Patching 2,860 27 8,579 Mill & Overlay $26.17 $224,524 SOUTH ROAD #1 100 Do Nothing 3,394 26 9,805 Do Nothing $0.00 $0

SOUTH ROAD #2 55 Reclaim Possible Alternative Treatment Is Overlay. Some Drainage Improvements Needed Regardless Of Treatment. 2,854 28 8,879 Reclaim $24.17 $214,608

SOUTH ROAD #5 55 Mill & Overlay with some Full Depth Patching Reclaim Could Be A Better Alternative Test Pits Recommended, Some Drainage Improvements Required 8,394 25 23,317 Mill & Overlay $26.17 $610,197 SOUTH STONY BROOK DRIVE 90 Crack Seal and Patch Cracks Are Well Sealed. Patch Is Needed In The Cul‐De‐Sac. 4,484 30 14,947 Preservation $2.50 $37,367 STAETH ROAD 40 Reclaim Will Need To Coordinate With East Hampton 305 23 779 Reclaim $24.17 $18,839 STAGE HARBOR ROAD 85 Crack Seal 2,186 30 7,287 Crack Seal $0.50 $3,643 STAGE HARBOR ROAD 90 Do Nothing Chip Seal Surface 3,921 29 12,634 Do Nothing $0.00 $0 STANDISH DRIVE 90 Do Nothing Crack Seal Within 5 Years 1,740 30 5,799 Do Nothing $0.00 $0 STONEY BROOK DRIVE 90 Crack Seal and Patch Area To Be Patched In Cul‐De‐Sac 2,814 29 9,069 Preservation $2.50 $22,672 STURBRIDGE ROAD 65 Mill & Overlay 1,115 29 3,592 Mill & Overlay $24.17 $86,814 SURREY LANE 65 Mill & Overlay Consider Rubber Chip Like Walnut? 443 29 1,427 Mill & Overlay $24.17 $34,501 THOMASSIAN DRIVE 95 Do Nothing Cracks Are Well Sealed 2,074 22 5,069 Do Nothing $0.00 $0 VICTORIA LANE 85 Crack Seal Road Has Been Extended Portion Does Not Exhibit The Same Level Of Distress 644 28 2,004 Crack Seal $0.50 $1,002 VICTORIA LANE 95 Do Nothing New Section 1,028 23 2,627 Do Nothing $0.00 $0 VIRGINIA RAIL DRIVE 85 Do Nothing Cracks Are Well Sealed 3,081 27 9,243 Do Nothing $0.00 $0 WALKER LANE 85 Crack Seal 905 20 2,011 Crack Seal $0.50 $1,005 WALNUT DRIVE 90 Do Nothing Recent Rubber Chip In Good Shape 1,742 29 5,613 Do Nothing $0.00 $0 WASHINGTON ROAD 95 Do Nothing 485 20 1,078 Do Nothing $0.00 $0 WEST ROAD #1 75 Crack Seal Crack Seal Recommended Spring Of 2020 1,022 40 4,542 Crack Seal $0.50 $2,271 WEST ROAD #2 90 Crack Seal Much Less Severe Cracking Then Section 1 2,073 30 6,910 Crack Seal $0.50 $3,455

WEST ROAD #3 80 Crack Seal Older Micro Surface? Wearing Off In Several Locations. Crack Seal Now To Preserve But Expect To Need An Additional Treatment (Overlay ?) In Five Years. 1,828 28 5,687 Crack Seal $0.50 $2,844

WEST ROAD #4 75 Crack Seal and Patch Routine Maintenance Now To Preserve But Expect Another Treatment (Overlay ?) In 5 Years 1,685 26 4,868 Preservation $2.50 $12,169

2/1/2020

ROADNAME 2019 PCI Repair 2019 Comment 2019 Length (ft) Width Area (yds)

Treatment Band Based On Repair

Unit Cost Per SqYd

Total Cost

WEST ROAD #5 70 Overlay Similar To Sections To The South But More Severe Distresses 2,807 27 8,422 Preservation $6.16 $51,881 WEST ROAD #6 55 Structural Improvement Consider Cold In‐Place Recycling. Old Chip Seal Has Worn Off In Many Places. 4,725 24 12,600 Mill & Overlay $24.17 $304,542 WILHENGER DRIVE 45 Reclaim or Mill and Overlay 1,387 29 4,469 Reclaim $24.17 $108,021 WILLIAMSBURG ROAD 90 Crack Seal 1,702 29 5,484 Crack Seal $0.50 $2,742 WILLIAMSBURG ROAD 65 Mill & Overlay Could Try To Hold Together With Crack Sealing 143 60 953 Mill & Overlay $24.17 $23,042 WILLIAMSBURG ROAD 65 Mill & Overlay 1,283 30 4,277 Mill & Overlay $24.17 $103,367

Total Miles 62 Total Cost $5,701,186