AGENDA ITEM #6
TOWN OF FAIRFAX
STAFF REPORT
February 1, 2023
TO: Mayor and Town Council
FROM: Loren Umbertis, Public Works Director,
Heather Abrams, Town Manager
SUBJECT: Receive report on Town Pavement Condition Index (PCI) Report, known as PTAP-23
RECOMMENDATION
Receive report on Town Draft Pavement Condition Index (PCI) Report, known as PTAP-23 (Pavement Technical Assistance Program).
BACKGROUND
Every two years, the Town applies for and receives a grant from the State of California to assess the pavement condition of public roads, to project the costs of needed repairs, and to assist the Town in planning how it will maintain public roads. The attached report provides an assessment of each street based on the standardized Pavement Condition Index (PCI) and provides a computer-generated recommendation of the funding needed to achieve a desired PCI rating for the Town. Please note, a Town PCI of 60, for example, leaves some individual roads with a very low PCI and some individual roads with a higher PCI rating.
DISCUSSION
The attached report provides an assessment of individual streets and an overall funding target needed to reach the identified PCI of 60, over the next five years. Staff is working with an additional consultant, PEI, to bring customized plans for pavement management to a future meeting with cost estimates. Analysis is underway to recommend the most effective use of public funds needed for paving. Type and frequency of use, location, safety considerations, safe-routes-to-schools, costs, and equity are among the considerations needed to complete the plan of roads to be treated each year. Because the cost of paving treatments increases significantly as PCI decreases, the lowest PCI streets are often not the first recommended for repair.
It should be noted that the Pavement Condition Assessment focuses only upon the observable condition of the road paving. It does not include or analyze causes of deteriorating roadways, such as subsurface erosion or instability, nor does it include other utility and ADA upgrades and does include road stabilization costs such as placement or repair of retaining walls costs that may be necessary or beneficial to include in a streets and roads improvement program.
In the attached report, the following key topics are highlighted. • $13 million is needed over the next five years to rehabilitate existing Fairfax road surfaces so that they would only need routine maintenance.
• $7.2 million is recommended over the next five years to reach a PCI of 60 (60 = fair). 2 • Fairfax currently budgets approximately $500,000 annually for road repair, i.e. $2.5 million is currently budgeted over the next five years.
• Fairfax’s current PCI is 55 and has been declining in recent years (PCI 100 = best, 0 = worst).
FISCAL IMPACT
$15,000 was granted by the State to provide the PTAP report, which has been expended. Staff is working with an additional consultant, PEI, to bring customized plans for pavement management to a future meeting with cost estimates.
ATTACHMENT
PTAP-23, Pavement Management Program Update Draft Report Town of Fairfax
142 Bolinas Rd.,
Fairfax, California 94930
PTAP-23, Pavement Management Program Update
Draft Report
NCE Project No. 55.159.55
December 2022
Richmond, CA
501 Canal Blvd. Suite I
Richmond, CA 94804
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Draft Report
PTAP-23, Pavement Management Program Update
Fairfax, CA
December 2022
Prepared for:
Town of Fairfax
142 Bolinas Rd.,
Fairfax, California 94930
Prepared by:
Abu Asib, Ph.D.
Project Engineer
Sharlan Montgomery Dunn, Ph.D., P.E.
Senior Engineer
NCE
501 Canal Blvd. Suite I
Richmond, CA 94804
(510) 215-3620
NCE Project No. 55.159.55
The preparation of this report has been financed in part by grants from the Federal Highway Administration, U.S. Department of Transportation.
The contents of this report do not necessarily reflect the official views or policy of the U.S.
Department of Transportation
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This Page Intentionally Left Blank
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PTAP-23, PAVEMENT MANAGEMENT PROGRAM UPDATE
EXECUTIVE SUMMARY FAIRFAX, CA
DRAFT REPORT DECEMBER 2022
ES-1
Executive Summary
In 2022, Nichols Consulting Engineers, Chtd. (NCE) was selected by the Metropolitan Transportation Commission (MTC) to update the Town of Fairfax’s (Town) the pavement management program (PMP) as part of the Pavement Management Technical Assistance Program, Round 23 (P-TAP 23). This report summarizes the results of the 2022 update and its purpose to help educate policy makers about the current condition of the street network and the impact of various funding scenarios on future network condition.
The Town is responsible for maintaining approximately 27.6 centerline miles of streets, which represents a substantial investment of approximately $48 million. In 2022, NCE collected pavement condition data throughout the network using the Metropolitan Transportation Commission (MTC) modified ASTM survey procedures.
The survey data were data were entered into StreetSaver®, which the Town uses as a decision-support tool.
Overall, the Town’s maintained pavement network is currently in “Fair” condition with an average pavement condition index (PCI) of 55. Approximately 25.9 percent of the network is in “Good” condition and 37.1 percent is in “Poor” or “Failed” condition.
The budget needs analysis indicated that the Town needs to spend approximately $13.0 million over the next five years to bring the street network to a condition that can be maintained with ongoing preventive maintenance in the most cost-effective way. Three alternative budget scenarios were performed to illustrate the impacts of different funding levels. The following table lists each scenario with its corresponding five-year budget, and the PCI and deferred maintenance at the end of the analysis period.
Scenario Description 5-Year
Budget ($M)
2027
PCI
2027 Deferred
Maintenance
($M)
1 Do Nothing - 44 22.5
2 Existing Funding 2.5 51 19.4
3 Improve PCI to 60 7.2 60 14.3
NCE recommends that the Town pursue Scenario 3, which will increase the overall network PCI to 60, increase the portion of the network in “Good” condition and limit the increase in deferred maintenance. This scenario will require $7.2 million over the next five years.
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TABLE OF CONTENTS FAIRFAX, CA
DRAFT REPORT DECEMBER 2022
i
Table of Contents
1 Introduction and Background ............................................................ 1 2 Network Summary ............................................................................. 2 3 Pavement Condition........................................................................... 3 4 Maintenance and Rehabilitation Strategies ........................................ 5 5 Budget Analyses ................................................................................ 6
5.1 Budget Needs Analysis..................................................................... 7
5.2 Scenario 1: Do Nothing .................................................................... 8
5.3 Scenario 2: Existing Budget ($2.5 M/5 Years) ...................................... 9
5.4 Scenario 3: Increase PCI to 60 ($7.2 M/5 Years) ................................ 10
5.5 Scenarios Comparison.................................................................... 11 6 Conclusions and Recommendations .................................................14 List of Figures
Figure 1. Examples of Streets with Different PCIs ............................................. 3 Figure 2. Pavement Network Breakdown by Functional Classification.................... 4 Figure 3. Costs of Maintaining Pavements Over Time......................................... 5 Figure 4. PCI vs Deferred Maintenance for Scenario 1 ....................................... 8 Figure 5. PCI vs Deferred Maintenance for Scenario 2 ....................................... 9 Figure 6. PCI vs Deferred Maintenance for Scenario 3 ..................................... 10 Figure 7. Comparison of Annual PCI by Scenario ............................................ 11 Figure 8. Comparison of Annual Deferred Maintenance by Scenario ................... 12 Figure 9. Comparison of Pavement Condition Breakdown by Scenario ................ 13 DRAFT
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TABLE OF CONTENTS FAIRFAX, CA
DRAFT REPORT DECEMBER 2022
ii
List of Tables
Table 1. Network Summary Statistics ............................................................. 2 Table 2. Pavement Condition Breakdown by Functional Classification ................... 4 Table 3. Summary Results for Budget Needs Analysis........................................ 7 Table 4. Summary Results for Scenario 1 ........................................................ 8 Table 5. Summary Results for Scenario 2 ........................................................ 9 Table 6. Summary Results for Scenario 3 ...................................................... 10 List of Appendices
Appendix A
Section Description Inventory
Appendix B
Maintenance and Rehabilitation Decision Tree
Appendix C
Budget Needs Analysis Results
Appendix D
Budget Scenario Results
Appendix E
Pavement Condition Maps
Appendix F
Sections Selected For Treatment – Scenario 2
Appendix G
Quality Management Report
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PTAP-23, PAVEMENT MANAGEMENT PROGRAM UPDATE
INTRODUCTION FAIRFAX, CA
DRAFT REPORT DECEMBER 2022
1 1 Introduction and Background
In 2022, Nichols Consulting Engineers, Chtd. (NCE) was selected by the Metropolitan Transportation Commission (MTC) to update the Town of Fairfax’s (Town) pavement management program (PMP) as part of the Pavement Management Technical Assistance Program, Round 23 (P-TAP 23). In general, PMPs are “designed to provide objective information and useful data so that … managers can make more consistent, cost effective and defensible decisions related to the preservation of a pavement network.1”
To update the Town’s PMP, NCE performed pavement condition surveys for the entire street network using the Metropolitan Transportation Commission (MTC) modified2 ASTM D64333 survey procedures. The surveys did not include nonpavement issues such as traffic, safety and street hazards, geometric issues, shoulders, sidewalks, curb and gutters, drainage issues, or immediate maintenance needs.
After inspection, all survey data was entered into the Town’s StreetSaver® database, and pavement condition index (PCI) calculations were performed. NCE then met with Town staff and reviewed and updated the Town’s decision tree including maintenance and rehabilitation (M&R) strategies treatment unit costs. A budget needs was then performed, and three budget scenarios were analyzed for the street network.
This report answers the following questions for Town of Fairfax:
• What does the Town’s pavement network include?
• What is the current condition of the pavement network? • What are the Town’s current M&R strategies?
• How much funding is required to perform all needed M&R treatments over the next five years?
• What effect will Town’s existing funding and other funding levels have on the network condition and deferred maintenance?
1 AASHTO “Guidelines for Pavement Management Systems.” American Association of State Highway and Transportation Officials, Washington DC, July 1990. 2 PCI Distress Identification Manuals (AC 4th Edition, PCC 3rd Edition), Metropolitan Transportation Commission, San Francisco, CA March 2016.
3 ASTM D6433-18 Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys, ASTM International, West Conshohcken, PA 2018, astm.org.
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NETWORK SUMMARY FAIRFAX, CA
DRAFT REPORT DECEMBER 2022
2 2 Network Summary
The Town is responsible for maintaining approximately 27.6 centerline miles of pavement, or 201 pavement sections. The network is composed primarily of asphalt concrete (AC) pavement with three composite (AC over portland cement concrete) pavement sections. Table 1 summarizes the street network by functional classification.
Table 1. Network Summary Statistics
The street network replacement cost is estimated to be approximately $48 million. This can be viewed as the value of the pavement network and is the amount needed to fund a reconstruction of the entire paved network. It does not include related infrastructure assets such as sidewalks, signals, markings, signs, or storm drains
Functional Class Number of
Sections
Centerline
Miles
Lane
Miles
Network
Area (%)
Arterial 29 4.8 9.6 22.6%
Collector 65 10.1 20.0 35.9%
Residential/Local 107 12.7 25.1 41.5%
Total 201 27.6 54.7 100.0%
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PAVEMENT CONDITION FAIRFAX, CA
DRAFT REPORT DECEMBER 2022
3 3 Pavement Condition
Pavement condition is typically quantified using the pavement condition index (PCI), which ranges from 100 (best) to 0 (worst). Pavement condition is affected by the environment, traffic loads and volumes, construction materials, and age. Figure 1 shows example photos of Town streets with varying PCIs.
The PCI scale is divided into four general condition categories. Pavements in “Good” condition have a PCI above 70, pavements in “Fair” condition have a PCI between 50 and 69, pavements in “Poor” condition have a PCI between 25 and 49, and finally pavements in “Failed” condition have a PCI below 25.
Figure 1. Examples of Streets with Different PCIs
Oak Road
PCI = 11
Pine Drive
PCI = 65
Scenic Road
PCI = 30
Sir Francis Drake Boulevard
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PCI = 84
PTAP-23, PAVEMENT MANAGEMENT PROGRAM UPDATE
PAVEMENT CONDITION FAIRFAX, CA
DRAFT REPORT DECEMBER 2022
4 A list of all sections in the network along with their attributes, including the PCI at the time of last inspection, is provided in Appendix A. For convenience, there are two listings – one sorted alphabetically by street name and the other sorted by descending PCI.
The current average PCI for the network is 55. This value is an area-weighted calculation performed in StreetSaver® and is based on the condition survey performed in 2022. Figure 2 breaks down the current network PCI by functional classification. As shown, the arterial streets have the highest average PCI at 58, while the residentials and collectors are just a few points lower. The average pavement condition for all functional classes fall in the “Fair” condition category.
Figure 2. Pavement Network Breakdown by Functional Classification Table 2 summarizes the network pavement condition by condition category and functional classification. Approximately a quarter of the network is in “Good” condition, a third in “Fair” condition, a quarter in “Poor” condition with 12.3 percent in “Failed” condition.
Table 2. Pavement Condition Breakdown by Functional Classification Condition
Category PCI Range Arterial (%)
Collector
(%)
Residential
(%)
Entire
Network
(%)
Good 70-100 7.7 8.3 9.9 25.9
Fair 50-69 6.6 15.1 15.3 37.0
Poor 25-49 6.6 7.2 11.0 24.8
Failed <25 1.7 5.3 5.3 12.3
Total - 22.6 35.9 41.5 100.0
Arterials
PCI = 58
Collectors
PCI = 55
Residentials
PCI = 54
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MAINTENANCE AND REHABILITATION STRATEGIES FAIRFAX, CA
DRAFT REPORT DECEMBER 2022
5 4 Maintenance and Rehabilitation Strategies
The Town’s current M&R strategies include recyclable and cost-effective treatments.
In general, crack seal and microsurfacing will be applied to pavements in “Good” condition; pavements in “Fair” condition will receive microsurfacing or a thin hot mix asphalt (HMA) overlay; pavements in “Poor” condition will receive a double microsurfacing or a cold-in-place recycling (CIR) with an overlay; and finally, pavements in “Failed” condition will receive surface reconstruction. The Town’s M&R strategies are formalized into a decision tree4 (presented in Appendix B), which is instrumental in performing the budget needs analysis and budget scenarios.
Experience and research have shown that it costs much less to maintain pavement in good condition than to repair pavement that has already failed. As shown in Figure 3, by allowing pavements to deteriorate, streets that once cost $10.50/square yard (SY) to seal may soon cost $55/SY to overlay, or $169/SY to reconstruct. In other words, delaying repairs can significantly increase repair costs.
Note that surface seal can be placed on approximately 16 times as many lane miles as those requiring reconstruction.
Figure 3. Costs of Maintaining Pavements Over Time
4 Note: The StreetSaver® Maintenance and Rehabilitation Decision Tree” divides the “Fair” condition category to separate pavements with primarily non-load related distresses (e.g. longitudinal cracking) from those with load-related distresses (alligator cracking).
Good
Fair
Poor
Failed
40% 75% 90%
Crack Seal/Microsurfacing
$1.75 – 10.50/SY
Microsurfacing/Thin Overlay
$12.50 – 55.00/SY
Double Microsurfacing/CIR w/Overlay
$24.00-78.00/SY
Surface Reconstruction
$79.00-169.00/SY
Percent of Pavement Life
Pavement Condition
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BUDGET ANALYSES FAIRFAX, CA
DRAFT REPORT DECEMBER 2022
6 5 Budget Analyses
Based on the principle that it costs less to maintain streets in good condition than it does to repair those that have failed, cost-effective PMPs employ strategies that eliminate the deferred maintenance5 and then maintain the network with on-going preventive maintenance. Such strategies bring the network condition to an optimal PCI that can be maintained over time.
The first step in developing such a cost-effective strategy is to determine the total maintenance budget needs of the network. The next step is to conduct alternative budget scenario analyses. In consultation with the Town, three funding scenarios were selected for analysis and performed using StreetSaver®:
o Scenario 1: Do Nothing – This scenario assumes the Town will not put any funding toward pavement M&R over the next five years.
o Scenario 2: Existing Budget – This scenario assumes that Town will spend approximately $0.5 million per year on pavement M&R over the next five years.
o Scenario 3: Increase PCI to 60: This scenario aims to improve the network PCI to 60 over the next five years.
The budget needs analysis and budget scenarios are presented in the following subsections. The detailed results of the budget needs analysis are provided in Appendix C. The detailed results of the budget scenarios are provided in Appendix D. Additionally, maps illustrating the current pavement condition and the projected 2027 pavement condition for each scenario are provided in Appendix E. 5 Deferred maintenance is M&R not performed due to insufficient funding.
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BUDGET ANALYSES FAIRFAX, CA
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7 5.1 BUDGET NEEDS ANALYSIS
The total budget needs for the network represents the cost associated with performing M&R treatments at the optimal time – optimal meaning the PCI is maximized and the cost is minimized – over the analysis period. This was done by performing a budget needs analysis in StreetSaver® with an inflation rate of five percent for an analysis period of five years.
The results of the budget needs analysis are presented in Table 3. The total budget needs for the entire network for the next five years are estimated to be $13.0 million. Of the total budget needs, approximately $0.8 million (6.4 percent) is devoted to preventive maintenance, while the rest is allocated for more costly rehabilitation and reconstruction treatments.
Table 3. Summary Results for Budget Needs Analysis
Year 2023 2024 2025 2026 2027 Total
Budget Needs ($M) 12.5 0.3 0.2 0.0 0.0 13.0
Treated PCI 87 83 82 80 78 N/A
Untreated PCI 55 52 49 47 44 N/A
If the Town follows this ideal strategy, the average network PCI will immediately increase, as a large amount of deferred maintenance6 is addressed in the first year, and then stabilize in the high-70s. This type of budget, that addresses all the deferred maintenance in the first year, is known as front-loaded. Alternatively, if no maintenance is performed over the next five years the network PCI will drop to 44 by 2027.
6 Note: The budget needs for the first year of the analysis represents the Town’s current deferred maintenance value.
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8 5.2 SCENARIO 1: DO NOTHING
This scenario assumes the Town will not put any funds toward pavement M&R over the next five years. As shown in Table 4 and Figure 4, the network PCI will decrease to 44 and the deferred maintenance will increase to $22.5 million by 2027. Additionally, 28.6 percent of the network will be in “Failed” condition and
18.4 percent of the network will be in “Good” condition.
Table 4. Summary Results for Scenario 1
Year 2023 2024 2025 2026 2027 Total
Budget ($M) 0.0 0.0 0.0 0.0 0.0 0.0
Deferred Maintenance($M) 12.5 14.5 16.9 19.0 22.5 N/A
Treated PCI 55 52 49 47 44 N/A
Figure 4. PCI vs Deferred Maintenance for Scenario 1
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9 5.3 SCENARIO 2: EXISTING BUDGET ($2.5 M/5 YEARS)
This scenario assumes the Town will have $0.5 million per year for pavement M&R over the next five years on top of the funds required to complete the proposed rehabilitation project on Scenic Road between Azalea Avenue and Manor Road in 2023. As shown in Table 5 and Figure 5, the network PCI will decrease to 51 and the deferred maintenance will increase to $19.4 million by 2027. Additionally, 40.5 percent of the network will be in “Good” condition with 27.9 percent in “Failed” condition. A list of sections selected for treatment are provided in Appendix F.
Table 5. Summary Results for Scenario 2
Year 2023 2024 2025 2026 2027 Total
Budget ($M) 0.5 0.5 0.5 0.5 0.5 2.5
Deferred Maintenance ($M) 11.9 13.4 15.1 16.6 19.4 NA
Treated PCI 57 56 54 53 51 NA
Figure 5. PCI vs Deferred Maintenance for Scenario 2
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10 5.4 SCENARIO 3: INCREASE PCI TO 60 ($7.2 M/5 YEARS)
This scenario aims to improve the network to 60 by 2027. As shown in Table 6 and Figure 6, the estimated financial commitment required to accomplish this goal is $7.2 million over five years. Note that the 2023 budget is on top of the funds required to complete the proposed rehabilitation project on Scenic Road between Azalea Avenue and Manor Road. This scenario will result in in 55.3 percent of the network will being in “Good” condition and the deferred maintenance increasing slightly to $14.3 million.
Table 6. Summary Results for Scenario 3
Year 2023 2024 2025 2026 2027 Total
Budget ($M) 0.7 1.0 1.5 1.8 2.2 7.2
Deferred Maintenance ($M) 11.7 12.7 13.3 13.5 14.3 NA
Treated PCI 57 57 58 59 60 NA
Figure 6. PCI vs Deferred Maintenance for Scenario 3
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11 5.5 SCENARIOS COMPARISON
Figure 7 graphically compares the annual changes in PCI for each of the scenarios.
As mentioned before, the PCI will decrease to 44 and 51 for Scenarios 1 and 2, respectively, and increase to 60 for Scenario 3.
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Figure 7. Comparison of Annual PCI by Scenario
PTAP-23, PAVEMENT MANAGEMENT PROGRAM UPDATE
BUDGET ANALYSES FAIRFAX, CA
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12 Figure 8 illustrates the changes in deferred maintenance over time for each scenario. For Scenario 1, the deferred maintenance will increase by 80 percent. In Scenario 2, the deferred maintenance will increase by 50 percent, and for Scenario 3 the deferred maintenance will slightly increase to $14.3 million by 2027.
Figure 8.
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Comparison of Annual Deferred Maintenance by Scenario
PTAP-23, PAVEMENT MANAGEMENT PROGRAM UPDATE
BUDGET ANALYSES FAIRFAX, CA
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13 Figure 9 illustrates the percent change in pavement condition for each scenario. As noted previously, currently, one quarter of the network is in “Good” condition, with
12.3 percent in “Failed” condition. For Scenario 1, the portion of the network in “Good” condition will decrease to 18.4 percent while the portion in “Failed” conditions will increase to 28.6 percent. For Scenarios 2 and 3, the portion of the network in “Good” condition will increase to 40.5 percent and 55.3 percent, respectively, while the portion in “Poor” condition will also increase to over a quarter.
Figure 9. Comparison of Pavement Condition Breakdown by Scenario DRAFT
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CONCLUSIONS AND RECOMMENDATIONS FAIRFAX, CA
DRAFT REPORT DECEMBER 2022
14 6 Conclusions and Recommendations
In summary, the Town of Fairfax has a substantial investment of $48 million in the pavement network. Overall, the pavement network is in “Fair” condition with a PCI of 55. Approximately 25.9 percent of the network is in “Good” condition and 37.1 percent is in “Poor” or “Failed” condition.
The analyses indicate that the Town needs to spend approximately $13.0 million on maintenance and rehabilitation over the next five years to essentially repair all pavement sections, thus bringing the network into a condition that can be maintained with ongoing preventive maintenance. In the long run, this strategy will save the Town money by preventing future pavement deterioration to levels requiring rehabilitation or reconstruction.
Based on the data collected and the scenarios analyzed and presented in this report, NCE offers the following recommendations.
1. Funding - The primary goal of PMPs should be to offer users a safe and functional pavement network without unduly increasing the maintenance burden in the future. With that in mind, NCE recommends the Town pursue Scenario 3, which will increase the overall network PCI to 60, increase the portion of the network in “Good” condition, and limit the increase in deferred maintenance. This scenario will require $7.2 million over the next five years.
To address the gap between the Town’s existing funding and the recommended scenario, NCE recommends the Town pursue additional funding sources.
Potential funding sources:
Federal Funding Sources
o American Rescue Plan Act (ARPA)
o Community Development Block Grants (CDBG)
o Congestion Mitigation and Air Quality Improvement Program (CMAQ) o Federal Emergency Management Agency (FEMA)
o Highway Safety Improvement Program (HSIP)
o Bipartisan Infrastructure Investment and Jobs Act (IIJA) o Regional Surface Transportation Program (RSTP)
o Surface Transportation Program (STP)
o Secure Rural Schools and Community Self-Determination Act State Funding Sources
o Active Transportation Program (ATP), which now includes the Bicycle Transportation Account (BTA) and Safe Routes to Schools (SR2S) o AB 2766 (vehicle surcharge)
o CalRecycle grants
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15 o State Transportation Improvement Program (STIP)
o State Water Resource Control Board
o Transportation Development Act (TDA)
o Traffic Safety Fund
o Transportation Uniform Mitigation Fee (TUMF)
o Vehicle License Fees (VLF)
Local/Regional Funding Sources
o Development impact fees
o Enterprise Funds (solid waste and water) MTC PTAP (Pavement Management Technical Assistance Program)
o Flood Control Districts
o General funds
o Local sales tax measures
o MTC PTAP (Pavement Management Technical Assistance Program) o OBAG (One Bay Area Grant Program)
o Parcel/property taxes
o Solid waste funds
o Traffic impact fees
o Traffic safety/circulation fees
o Transportation mitigation fees
o Transient Occupancy Taxes (TOT)
o Underground impact fees
o Utilities (e.g., stormwater, water, wastewater enterprise funds) o Various assessment districts (lighting, maintenance, flood control, community facilities)
o Vehicle registration fees
o Vehicle code fines
2. Pavement Management Strategies – Since a significant portion of the Town’s streets are currently in “Good” condition, it is important to maintain that condition to the extent possible. Preservation occurs when streets with PCIs higher than 70 receive treatments such as surface seals (slurry, chip, microsurfacing, etc.). Seals are relatively inexpensive treatments that prevent moisture ingress and thus preserve the integrity of the underlying base material. NCE recommends that the Town balance preventive maintenance with rehabilitation and reconstruction projects to preserve pavements in “Good” condition, improve pavements in “Poor” condition, and avoid increasing the deferred maintenance.
3. Reinspection Strategies – In order to make appropriate management decisions based on current data, NCE recommends that the Town perform pavement condition inspections on arterials and collectors every 2 years and DRAFT
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16 on residentials at least every 4 to 5 years. This also ensures that the Town remains compliant with MTC requirements for certification and funding.
Additionally, since StreetSaver® and other prediction models do not yet consider the effect of specialized materials such as asphalt-binders with rubber or polymers, the actual performance of Town pavements may not be fully modeled in the analysis. For this additional reason, NCE recommends regular pavement condition surveys to ensure model accuracy and relevance.
4. M&R Decision Tree – Considering the recent volatility in oil prices and curb ramp requirements, the future cost of construction is unknown and unpredictable. NCE therefore recommends that the Town annually review and update the M&R treatment strategies and associated unit costs to reflect current construction techniques and changing costs. This will ensure that the results for the budget analyses are reliable and as accurate as possible.
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Appendix A
SECTION DESCRIPTION INVENTORY
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Nichols Consulting Engineers, Chtd.
Section Description Inventory Report
This report lists a variety of section description information for each of the City’s pavement sections. It lists the street and section identifiers, limits, functional class, surface type, number of lanes, length, width, area, Inspected PCI, and PCI date.
All of the City’s pavement sections are included in the report. Two versions of the report are provided.
The first is sorted alphabetically by Street Name and Section ID and the second report is sorted by descending PCI. The field descriptions in this report are listed below:
COLUMN DESCRIPTION
Street ID
Street Identification - A code up to ten characters/digits to identify the street. Generally, the street name is truncated to six characters. The Street ID should be unique for each street.
Section ID Section Identification - A code up to ten characters/digits to identify the section number.
The Section ID must be unique for each section of one street.
Street Name Street Name - The name of the street as indicated by street signs in the field.
Begin Location Beginning limit of the section.
End Location Ending limit of the section.
No. of Lanes Number of travel lanes.
Functional Class
(FC)
Functional Classification: A = Arterial, C = Collector, R = Residential, O = Other, NCR = Non City Road
Length (ft) Length of the section in feet.
Width (ft) Average width of the section in feet.
Area (sf) Area of section in square feet.
Surface Type (ST) Surface Type (AC = Asphalt Concrete), AC/AC = Asphalt Concrete Overlay, PCC = Portland Cement Concrete, GRAVEL = Gravel).
PCI Date The last inspection date or rehabilitation date.
PCI Average PCI for the section. The value is based on the last inspection.
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Section Description Inventory – Sorted by Street Name
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City of Fairfax - PTAP 23 PMP Update
Section Description Inventory
Sorted by Street Name
Street ID Section ID Street Name Begin Location End Location # of Lanes FC ST Length (ft)
Width
(ft)
Area
(sf) PCI Date PCI
ACACIA 10 ACACIA ROAD SCENIC RD DEAD END 2 R AC 980 12 11,760 9/10/2022 89 ALDERC 10 ALDER COURT LANDSDALE AVE DEAD END 2 R AC/AC 195 12 2,340 9/10/2022 70 ARROYO 10 ARROYO ROAD LOWER SCENIC ROAD SPRUCE ROAD 2 R AC/AC 646 12 7,752 9/9/2022 84 AZALEA 10 AZALEA AVENUE SIR FRANCIS DRAKE BLVD SEQUOIA RD 2 R AC/AC 789 20 15,780 9/9/2022 77 BANKST 10 BANK STREET BROADWAY ELSIE LANE 2 R AC 280 32 8,960 9/10/2022 37 BARKER 10 BARKER AVENUE PORTEOUS AVENUE DEAD END 2 R AC/AC 345 18 6,210 8/30/2022 45 BAYROA 10 BAY ROAD SCENIC ROAD DEAD END 2 R AC 1,014 14 14,196 9/10/2022 35 BAYWOO 10 BAYWOOD COURT LANDSDALE AVENUE DEAD END 2 R AC/AC 470 18 8,460 9/9/2022 95 BELLEA 10 BELLE AVENUE PASTORI AVENUE KENT AVENUE 2 R AC/AC 295 18 5,310 9/9/2022 79 BELLEA 20 BELLE AVENUE KENT AVENUE TOWN LIMITS 2 R AC/AC 515 18 9,270 9/9/2022 82 BELMON 10 BELMONT AVENUE PASTORI AVENUE KENT AVENUE 2 R AC/AC 271 24 6,504 9/9/2022 55 BELMON 20 BELMONT AVENUE KENT AVENUE TOWN LIMITS 2 R AC/AC 543 14 7,602 9/9/2022 95 BLACKB 10 BLACKBERRY LANE CREEK ROAD FORREST AVE 2 R AC/AC 190 18 3,420 8/29/2022 54 BOLINA 10 BOLINAS ROAD BROADWAY PARK ROAD 2 A AC 962 34 32,708 8/30/2022 53 BOLINA 20 BOLINAS ROAD PARK ROAD CASCADE DRIVE 2 A AC 1,227 36 44,172 8/30/2022 54 BOLINA 30 BOLINAS ROAD CASCADE DRIVE 1120' SO. OF CASCADE DRIVE 2 A AC 1,120 20 22,400 8/30/2022 39 BOLINA 40 BOLINAS ROAD 1120' SO. OF CASCADE DRIVE 2200' SO OF CASCADE DRIVE 2 A AC 1,080 20 21,600 8/30/2022 25 BOLINA 50 BOLINAS ROAD 2200' SO OF CASCADE DRIVE TOWN LIMITS 2 A AC 1,048 20 20,960 8/30/2022 26 BOTHIN 10 BOTHIN ROAD MARIN AVENUE OLEMA ROAD 2 C AC/AC 460 26 11,960 8/29/2022 74 BOTHIN 20 BOTHIN ROAD OLEMA ROAD 1041' WEST OF OLEMA ROAD 2 C AC/AC 1,041 26 27,066 8/29/2022 61 BOTHIN 30 BOTHIN ROAD 1041' WEST OF OLEMA ROAD TOWN LIMITS 2 C AC/AC 1,031 25 25,775 8/29/2022 68 BRIDGE 10 BRIDGE COURT DOMINGA AVENUE DEAD END 2 R AC/AC 97 16 1,552 9/10/2022 95 BROADW 20 BROADWAY BANK ST MERWIN AVENUE 2 C AC 472 22 10,384 8/29/2022 25 BROADW 25 BROADWAY MERWIN AVENUE AZALEA AVENUE 2 C AC/AC 402 22 8,844 8/29/2022 38 BROADW 10a BROADWAY PACHECO AVE CLAUS DR 3 C AC 828 60 49,680 9/9/2022 63 BROADW 10b BROADWAY CLAUS DR BANK ST 3 C AC/AC 155 60 9,300 8/29/2022 71 BROADW 35A BROADWAY AZALEA AVENUE 50 FT. NW AZALEA AVE. 2 C AC/AC 50 22 1,100 8/29/2022 70 BROADW 35B BROADWAY 50 FT NW AZALEA AVE. SIR FRANCIS DRAKE BLVD. 2 C AC 340 22 7,480 8/29/2022 51 CANYON 10 CANYON ROAD CASCADE DRIVE 1017' WEST OF CASCADE DRIVE 2 C AC/AC 1,017 14 14,238 8/30/2022 76 CANYON 20 CANYON ROAD 1017' WEST OF CASCADE DRIVE 2454' WEST OF CASCADE DRIVE 2 C AC/AC 1,437 17 24,429 8/30/2022 55 CANYON 30 CANYON ROAD 2428' WEST OF CASCADE DRIVE DEAD END 2 C AC/AC 672 14 9,408 8/30/2022 50 CASCAD 10 CASCADE DRIVE BOLINAS DRIVE 1285' WEST OF BOLINAS DRIVE 2 C AC/AC 1,285 32 41,120 8/30/2022 76 CASCAD 20 CASCADE DRIVE 1285' WEST OF BOLINAS DR LAUREL DRIVE 2 C AC/AC 853 21 17,913 8/30/2022 78 CASCAD 30 CASCADE DRIVE LAUREL DRIVE MEADOW WAY 2 R AC/AC 1,295 20 25,900 8/30/2022 63 CASCAD 40 CASCADE DRIVE MEADOW WAY 690' WEST OF MEADOW WAY 2 R AC/AC 690 24 16,560 8/30/2022 61 CASCAD 50 CASCADE DRIVE 690' WEST OF MEADOW WAY CANYON ROAD 2 R AC/AC 933 21 19,593 8/30/2022 70 CASCAD 60 CASCADE DRIVE CANYON ROAD 890' WEST OF CANYON ROAD 2 R AC/AC 890 18 16,020 8/30/2022 53 CASCAD 70 CASCADE DRIVE 890' WEST OF CANYON ROAD 1770' WEST OF CANYON ROAD 2 R AC/AC 880 15 13,200 8/30/2022 64 FC (Functional Class): A (Arterial), C (Collector), NCR (Non-City Road), O (Other), R (Residential) ST (Surface Type): AC (Asphalt Concrete), AC/AC (Asphalt Concrete Overlay), GRAVEL, PCC (Portland Cement Concrete) 1/7 DRAFT
City of Fairfax - PTAP 23 PMP Update
Section Description Inventory
Sorted by Street Name
Street ID Section ID Street Name Begin Location End Location # of Lanes FC ST Length (ft)
Width
(ft)
Area
(sf) PCI Date PCI
CASCAD 80 CASCADE DRIVE 1770' WEST OF CANYON ROAD DEAD END 2 R AC/AC 833 15 12,495 8/30/2022 68 CENTER 10 CENTER BOULEVARD TOWN LIMITS PASTORI AVENUE 2 R AC 808 40 32,320 8/30/2022 91 CENTER 20 CENTER BOULEVARD PASTORI AVENUE
727' NORTH OF PASTORI
AVENUE
2 R AC 727 51 37,077 8/30/2022 52
CENTER 30 CENTER BOULEVARD
727' NORTH OF PASTORI
AVENUE
PACHECO AVENUE 2 R AC/AC 599 54 32,346 8/30/2022 31
CHESTE 10 CHESTER AVENUE WILLOW AVENUE 402' WEST OF WILLOW AVENUE 2 R AC/AC 402 14 5,628 9/10/2022 63 CHESTE 20 CHESTER AVENUE LIVE OAK AVENUE
556' NORTH OF LIVE OAK
AVENUE
2 R AC/AC 556 14 7,784 9/10/2022 39
CLAUSC 10 CLAUS CIRCLE CLAUS DRIVE CLAUS DRIVE 2 R AC 321 26 8,346 9/9/2022 20 CLAUSD 10 CLAUS DRIVE
SIR FRANCIS DRAKE
BOULEVARD
TAYLOR DRIVE 2 R AC 494 26 12,844 9/9/2022 43
COOLID 10 COOLIDGE AVENUE BELMONT AVENUE BELLE AVENUE 2 R AC/AC 227 14 3,178 9/9/2022 95 COREEL 10 COREE LANE FRUSTUCK AVENUE DEAD END 2 R AC 267 14 3,738 9/9/2022 81 COURTL 10 COURT LANE DOMINGA AVENUE DEAD END 1 R AC/AC 141 14 1,974 8/29/2022 95 CREEKR 10 CREEK ROAD PORTEOUS AVENUE BLACKBERRY LANE 2 C AC/AC 752 18 13,536 8/29/2022 26 CREEKR 20 CREEK ROAD BLACKBERRY LANE BOLINAS ROAD 2 C AC/AC 475 20 9,500 8/29/2022 14 CRESCE 10 CRESCENT CIRCLE OAK TREE LANE DEAD END 2 R AC/AC 331 29 9,599 9/10/2022 57 CRESTR 10 CREST ROAD HILLSIDE DRIVE 1422' SO.EAST OF HILLSIDE DR. 2 R AC 1,422 14 19,908 8/30/2022 36 CYPRES 10 CYPRESS DRIVE CASCADE DRIVE 760' WEST OF HICKORY ROAD 2 C AC/AC 1,264 34 42,976 9/9/2022 67 CYPRES 40 CYPRESS DRIVE 1700' NORTH OF LAUREL DRIVE 935' NORTH OF LAUREL DRIVE 2 C AC/AC 765 16 12,240 9/9/2022 51 CYPRES 50 CYPRESS DRIVE 935' NORTH OF LAUREL LAUREL DRIVE 2 C AC/AC 1,700 16 27,200 9/9/2022 69 DEERP 10 DEER PARK DR HILLSIDE DR END (E) 2 R AC 565 16 9,040 8/30/2022 61 DOMING 10 DOMINGA AVENUE CREEK ROAD BRIDGE COURT 2 C AC/AC 847 20 16,940 8/29/2022 29 DOMING 20 DOMINGA AVENUE BRIDGE COURT NAPA AVENUE 2 C AC/AC 472 20 9,440 8/29/2022 47 ELSIEL 10 ELSIE LANE BOLINAS ROAD BANK ST 2 R AC/AC 595 36 21,420 9/10/2022 16 FORREA 10 FORREST AVENUE MEERNAA AVENUE SUMMER AVENUE 2 C AC/AC 1,080 14 15,120 8/30/2022 73 FORREA 20 FORREST AVENUE SUMMER AVENUE
1230' EAST OF SUMMER
AVENUE
2 C AC/PCC 1,230 14 17,220 8/30/2022 53
FORREA 30 FORREST AVENUE
1230' EAST OF SUMMER
AVENUE
2230' EAST OF SUMMER
AVENUE
2 C AC/PCC 1,000 14 14,000 8/30/2022 65
FORREA 40 FORREST AVENUE
2230' EAST OF SUMMER
AVENUE
TOWN LIMITS 2 C AC/PCC 850 14 11,900 8/30/2022 55
FORRES 50 FORREST TERRACE MEERNA AVENUE FORREST AVENUE 2 R AC 957 14 13,398 8/30/2022 24 FRUSTU 10 FRUSTUCK AVENUE PARK ROAD WRENDEN AVENUE 2 C AC/AC 839 15 12,585 9/9/2022 56 FRUSTU 20 FRUSTUCK AVENUE WRENDEN AVENUE MANZANITA ROAD 2 C AC 1,278 14 17,892 9/9/2022 35 FRUSTU 30 FRUSTUCK AVENUE MANZANITA ROAD WILLIS LANE 2 C AC 1,029 14 14,406 9/9/2022 63 FRUSTU 40 FRUSTUCK AVENUE WILLIS LANE 500' WEST OF BOLINAS ROAD 2 C AC 396 14 5,544 9/9/2022 32 FRUSTU 50 FRUSTUCK AVENUE 500' WEST OF BOLINAS ROAD BOLINAS ROAD 2 C AC 500 14 7,000 9/9/2022 59 FC (Functional Class): A (Arterial), C (Collector), NCR (Non-City Road), O (Other), R (Residential) ST (Surface Type): AC (Asphalt Concrete), AC/AC (Asphalt Concrete Overlay), GRAVEL, PCC (Portland Cement Concrete) 2/7 DRAFT
City of Fairfax - PTAP 23 PMP Update
Section Description Inventory
Sorted by Street Name
Street ID Section ID Street Name Begin Location End Location # of Lanes FC ST Length (ft)
Width
(ft)
Area
(sf) PCI Date PCI
GEARYA 10 GEARY AVENUE TAYLOR DRIVE TAYLOR DRIVE 2 R AC/AC 666 13 8,658 9/9/2022 36 GLENDR 10 GLEN DRIVE
SIR FRANCIS DRAKE
BOULEVARD
1260' NORTH OF SFD BLVD 2 C AC/AC 1,260 35 44,100 8/29/2022 64 GLENDR 20 GLEN DRIVE 1260' NORTH OF SFD BLVD TOWN LIMIT 2 C AC/AC 1,200 40 48,000 8/29/2022 75 HAWTHORNE 10 HAWTHORNE CT OLEMA RD END 2 R AC 210 20 4,200 8/29/2022 17 HICKOR 05 HICKORY ROAD CASADE DR CYPRESS DR 2 R AC 178 20 3,560 9/9/2022 74 HICKOR 10 HICKORY ROAD CYPRESS DRIVE DEAD END 2 R AC 1,132 20 22,640 9/9/2022 7 HILLAV 10 HILL AVENUE BELLE AVENUE TOWN LIMITS 2 R AC/AC 475 18 8,550 9/9/2022 30 HILLSI 20 HILLSIDE DRIVE MEERNA AVENUE
770' NORTH OF MEERNA
AVENUE
2 C AC 770 12 9,240 8/30/2022 23
HILLSI 30 HILLSIDE DRIVE
770' NORTH OF MEERNA
AVENUE
1275' NORTH OF MEERNA
AVENUE
2 C AC 505 12 6,060 8/30/2022 25
HILLSI 40 HILLSIDE DRIVE
1275' NORTH OF MEERNA
AVENUE
CREST ROAD 2 C AC 625 12 7,500 8/30/2022 20
HILLSI 50 HILLSIDE DRIVE CREST ROAD DEAD END 2 C AC/AC 850 14 11,900 8/30/2022 40 INYOAV 10 INYO AVENUE PACHECO AVENUE END 2 R AC/AC 498 20 9,960 8/29/2022 15 IRONSP 10 IRON SPRINGS ROAD ROCK RIDGE ROAD DEAD END 2 R AC/AC 886 12 10,632 8/29/2022 69 IVYLAN 10 IVY LANE PORTEOUS AVENUE MEERNA AVENUE 2 R AC/AC 118 18 2,124 8/29/2022 54 JUNECO 10 JUNE COURT
SIR FRANCIS DRAKE
BOULEVARD
DEAD END 2 R AC 309 16 4,944 8/29/2022 34
KENTAV 10 KENT AVENUE BELMONT AVENUE SIR FRANCIS DRAKE BLVD 2 R AC 481 24 11,544 9/9/2022 66 LANSDA 10 LANSDALE AVENUE PASTORI AVENUE TOWN LIMITS 2 R AC/AC 794 18 14,292 9/9/2022 84 LAUREL 10 LAUREL DRIVE CASCADE DRIVE PINE ROAD 2 C AC 950 14 13,300 8/30/2022 71 LAUREL 20 LAUREL DRIVE PINE ROAD WOODLAND ROAD 2 C AC/AC 1,382 18 24,876 8/30/2022 58 LIVEOA 10 LIVE OAK AVENUE MAPLE AVENU 1027' WEST OF MAPLE AVENUE 2 R AC/AC 1,027 18 18,486 9/10/2022 52 LIVEOA 20 LIVE OAK AVENUE 1027' WEST OF MAPLE AVENUE DEAD END 2 R AC/AC 858 18 15,444 9/10/2022 51 MADROC 10 MADRONE COURT LAUREL DRIVE DEAD END 2 R AC 343 18 6,174 9/9/2022 32 MADROR 10 MADRONE ROAD LAUREL DRIVE 895' NORTH OF LAUREL DRIVE 2 R AC 895 14 12,530 9/9/2022 35 MADROR 20 MADRONE ROAD 895' NORTH OF LAUREL DRIVE 1625' NORTH OF LAUREL DRIVE 2 R AC 730 14 10,220 9/9/2022 36 MAINC 10 MAIN COURT PACHECO AVENUE DEAD END 2 R AC/AC 208 20 4,160 8/29/2022 68 MANORR 10 MANOR ROAD MARIN AVENUE OLEMA ROAD 2 R AC/AC 393 26 10,218 8/29/2022 76 MANORR 15 MANOR ROAD OLEMA ROAD LOWER SCENIC ROAD 2 C AC 670 23 15,410 8/29/2022 26 MANORR 25 MANOR ROAD LOWER SCENIC ROAD TAMALPIAS ROAD 2 C AC 500 23 11,500 8/29/2022 84 MANZAC 10 MANZANITA COURT MANZANITA ROAD DEAD END 2 R AC 123 10 1,230 9/9/2022 85 MANZAR 10 MANZANITA ROAD
543 FROM WRENDEN
FRUSTRUCK INT
991 FRM WRENDEN
FRUSTRUCK INT
2 R AC/AC 448 14 6,272 9/9/2022 62
MANZAR 20 MANZANITA ROAD
991 FRM WRENDEN
FRUSTRUCK INT
FRUSTUCK AVENUE 2 R AC/AC 594 14 8,316 9/9/2022 63
MAPLEA 10 MAPLE AVENUE WILLOW AVENUE LIVE OAK AVENUE 2 R AC/AC 387 15 5,805 9/10/2022 35 FC (Functional Class): A (Arterial), C (Collector), NCR (Non-City Road), O (Other), R (Residential) ST (Surface Type): AC (Asphalt Concrete), AC/AC (Asphalt Concrete Overlay), GRAVEL, PCC (Portland Cement Concrete) 3/7 DRAFT
City of Fairfax - PTAP 23 PMP Update
Section Description Inventory
Sorted by Street Name
Street ID Section ID Street Name Begin Location End Location # of Lanes FC ST Length (ft)
Width
(ft)
Area
(sf) PCI Date PCI
MAPLEA 20 MAPLE AVENUE LIVE OAK AVENUE DEAD END 2 R AC/AC 685 15 10,275 9/10/2022 27 MARINC 10 MARINDA COURT MARINDA DRIVE DEAD END 2 R AC 186 29 5,394 9/10/2022 44 MARIND 10 MARINDA DRIVE
SIR FRANCIS DRAKE
BOULEVARD
SAN GABRIEL DRIVE 2 C AC 685 30 20,550 9/10/2022 37
MARIND 20 MARINDA DRIVE SAN GABRIEL DRIVE DEAD END 2 C AC 1,398 30 41,940 9/10/2022 62 MARINR 10 MARIN ROAD OLEMA ROAD
MANOR ROAD (AROUND
CIRCLE) 2 C AC/AC 398 25 9,950 8/29/2022 83
MARINR 20 MARIN ROAD MANOR ROAD (TOP OF CIRCLE) SIR FRANCIS DRAKE BLVD 2 C AC 140 48 6,720 8/29/2022 88 MEADOW 10 MEADOW WAY (1) CASCADE DR MEADOW WAY (2) "T" 2 R AC 380 20 7,600 8/30/2022 36 MEADOW 20 MEADOW WAY (2) N E END GATE (SW END) 2 R AC/AC 805 20 16,100 8/30/2022 82 MEADOW 30 MEADOW WAY (3) MEADOW WAY (2) E END 2 R AC 642 18 11,556 8/30/2022 68 MEERNA 10 MEERNA AVENUE CREEK ROAD IVY LANE 2 C AC/AC 870 18 15,660 8/29/2022 42 MEERNA 20 MEERNA AVENUE IVY LANE HILLSIDE DRIVE 2 C AC/AC 942 18 16,956 8/30/2022 76 MEERNA 30 MEERNA AVENUE HILLSIDE DR PORTEOUS AV 2 R AC 995 19 18,905 8/30/2022 76 MERWIN 10 MERWIN AVENUE BROADWAY PARK ROAD 2 R AC 651 21 13,671 8/29/2022 40 MONOAV 05 MONO AVENUE BOLINAS RD BANK ST 2 R AC 230 11 2,530 8/29/2022 95 MONOAV 10 MONO AVENUE BOLINAS RD PACHECO AV 2 R AC/AC 525 16 8,400 8/29/2022 95 MONOAV 20 MONO AVENUE PACHECO AVE INYO AVE 2 R AC/AC 638 20 12,760 8/29/2022 38 MOUNTA 10 MOUNTAIN VIEW ROAD MANZANITA ROAD TAMALPIAS ROAD 2 R AC/AC 1,035 14 14,490 9/9/2022 89 MURIEL 10 MURIEL PLACE LOWER SCENIC ROAD DEAD END 2 R AC/AC 485 21 10,185 8/29/2022 52 NAPAAV 10 NAPA AVENUE PACHECO AVENUE DOMINGA AVENUE 2 R AC/AC 300 20 6,000 8/29/2022 48 OAKROA 10 OAK ROAD LAUREL DRIVE TOYON DRIVE 2 R AC 1,249 15 18,735 9/9/2022 11 OAKTRE 10 OAK TREE LANE
SIR FRANCIS DRAKE
BOULEVARD
DEAD END 2 R AC/AC 494 29 14,326 9/10/2022 55
OLEMAR 10 OLEMA ROAD
SIR FRANCIS DRAKE
BOULEVARD
MARIN ROAD 2 C AC 1,050 24 25,200 8/29/2022 63
OLEMAR 20 OLEMA ROAD MARIN ROAD TOWN LIMITS 2 C AC 1,480 23 34,040 8/29/2022 51 PACHEC 10 PACHECO AVENUE SIR FRANCIS DRAKE BLVD DEAD END 2 R AC/AC 596 20 11,920 8/29/2022 49 PARKRO 10 PARK ROAD BOLINAS ROAD SCHOOL STREET 2 R AC/AC 588 24 14,112 8/29/2022 47 PARKRO 20 PARK ROAD SCHOOL STREET SPRUCE ROAD 2 R AC 585 21 12,285 8/29/2022 51 PASTOR 10 PASTORI AVENUE
SIR FRANCIS DRAKE
BOULEVARD
DEAD END 2 R AC 608 32 19,456 9/9/2022 85
PINEDR 10 PINE DRIVE LAUREL DRIVE 635' WEST OF LAUREL DRIVE 2 C AC/AC 635 16 10,160 9/9/2022 59 PINEDR 20 PINE DRIVE 635' WEST OF LAUREL DRIVE 1900' WEST OF LAUREL DRIVE 2 C AC/AC 1,265 14 17,710 9/9/2022 66 PINEDR 30 PINE DRIVE 1900' WEST OF LAUREL DRIVE 2760' WEST OF LAUREL DRIVE 2 C AC/AC 860 14 12,040 9/9/2022 65 PIPERC 10 PIPER COURT PIPER LANE DEAD END 2 R AC/AC 492 23 11,316 9/10/2022 93 PIPERL 10 PIPER LANE OAK MANOR DRIVE DEAD END 2 R AC/AC 1,002 34 34,068 9/10/2022 95 PORTEO 10 PORTEOUS AVENUE BOLINAS ROAD IVY LANE 2 C AC/AC 720 18 12,960 8/30/2022 30 PORTEO 20 PORTEOUS AVENUE IVY LANE WOOD LANE 2 C AC/AC 261 18 4,698 8/30/2022 11 PORTEO 30 PORTEOUS AVENUE WOOD LANE TOWN LIMITS 2 C AC/AC 1,160 17 19,720 8/30/2022 30 FC (Functional Class): A (Arterial), C (Collector), NCR (Non-City Road), O (Other), R (Residential) ST (Surface Type): AC (Asphalt Concrete), AC/AC (Asphalt Concrete Overlay), GRAVEL, PCC (Portland Cement Concrete) 4/7 DRAFT
City of Fairfax - PTAP 23 PMP Update
Section Description Inventory
Sorted by Street Name
Street ID Section ID Street Name Begin Location End Location # of Lanes FC ST Length (ft)
Width
(ft)
Area
(sf) PCI Date PCI
REDWOO 10 REDWOOD ROAD SCENIC ROAD 420' WEST OF SCENIC ROAD 2 C AC/AC 420 12 5,040 9/10/2022 87 REDWOO 20 REDWOOD ROAD 420' WEST OF SCENIC ROAD 1240' WEST OF SCENIC ROAD 2 C AC/AC 820 12 9,840 9/10/2022 89 REDWOO 30 REDWOOD ROAD 1240' WEST OF SCENIC ROAD 1800' WEST OF SCENIC ROAD 2 C AC/AC 560 14 7,840 9/10/2022 91 RIDGER 10 RIDGE ROAD SCENIC ROAD CUL-DE-SAC 2 R AC/AC 1,536 12 18,432 9/9/2022 47 RIDGEW 10 RIDGEWAY AVENUE LIVE OAK AV END 2 R AC/AC 1,350 16 21,600 9/10/2022 73 ROCCAD 20 ROCCA DRIVE TAYLOR DRIVE TAYLOR DRIVE AT SADY LANE 2 R AC/AC 1,701 14 23,814 9/9/2022 69 ROCKRI 10 ROCK RIDGE ROAD MANOR ROAD BOTHIN ROAD 2 R AC 1,115 25 27,875 8/29/2022 8 SANGAC 10 SAN GABRIEL COURT SAN GABRIEL DRIVE DEAD END 2 R AC 177 30 5,310 9/10/2022 41 SANGAD 10 SAN GABRIEL DRIVE MARINDA DRIVE 1148' EAST OF MARINDA DRIVE 2 C AC 1,148 30 34,440 9/10/2022 26 SANGAD 20 SAN GABRIEL DRIVE 1148' EAST OF MARINDA DRIVE DEAD END 2 C AC 633 30 18,990 9/10/2022 27 SANMIG 10 SAN MIGUEL COURT
SIR FRANCIS DRAKE
BOULEVARD
DEAD END 2 R AC/AC 409 23 9,407 9/10/2022 32
SCENIC 05 SCENIC ROAD AZALEA AVENUE ACACIA ROAD 2 R AC 1,165 18 20,970 9/9/2022 30 SCENIC 10 SCENIC ROAD ACACIA ROAD TAMALPIAS ROAD 2 A AC 625 24 15,000 9/9/2022 51 SCENIC 30 SCENIC ROAD 200' WEST OF BAY ROAD 400' NORTH OF REDWOOD ROAD
2 A AC/AC 922 15 13,830 9/9/2022 51
SCENIC 40 SCENIC ROAD
400' NORTH OF REDWOOD
ROAD
REDWOOD ROAD 2 A AC/AC 458 14 6,412 9/9/2022 88
SCENIC 50 SCENIC ROAD REDWOOD ROAD TAMALPIAS ROAD 2 A AC/AC 580 14 8,120 9/9/2022 87 SCENIC 60 SCENIC ROAD TAMALPIAS ROAD UPPER SCENIC ROAD 2 A AC 1,145 15 17,175 9/9/2022 54 SCENIC 20A SCENIC ROAD TAMALPIAS ROAD BAY ROAD 2 A AC/AC 535 14 7,490 9/9/2022 85 SCENIC 20B SCENIC ROAD BAY ROAD 200 FT W. BAY ROAD 2 A AC/AC 200 14 2,800 9/9/2022 62 SCHOOL 10 SCHOOL STREET BROADWAY PARKING LOT 2 R AC 120 25 3,000 9/10/2022 17 SCHOOL 20 SCHOOL STREET PARK ROAD DEAD END 2 R AC 150 25 3,750 9/9/2022 63 SEQUOI 10 SEQUOIA ROAD LOWER SCENIC ROAD SPRUCE ROAD 2 R AC/AC 974 19 18,506 9/9/2022 70 SHEMRC 10 SHEMRAN COURT
SIR FRANCIS DRAKE
BOULEVARD
NORTH TO DEAD END 2 R AC 380 23 8,740 8/29/2022 81
SHERMA 10 SHERMAN AVENUE BOLINAS ROAD DOMINGA AVENUE 2 R AC/AC 262 18 4,716 8/29/2022 65 SIRFRA 10 SIR FRANCIS DRAKE
BOULEVARD
TOWN LIMITS PACHECO AVENUE 2 A AC/AC 1,526 36 54,936 9/9/2022 50 SIRFRA 20 SIR FRANCIS DRAKE
BOULEVARD
PACHECO AVENUE BANK STREET 2 A AC 819 35 28,665 9/9/2022 70 SIRFRA 30 SIR FRANCIS DRAKE
BOULEVARD
BANK STREET BROADWAY 2 A AC 939 36 33,804 9/9/2022 65
SIRFRA 40 SIR FRANCIS DRAKE
BOULEVARD
BROADWAY SAN MIGUEL COURT 2 A AC 939 47 44,133 9/9/2022 71 SIRFRA 50 SIR FRANCIS DRAKE
BOULEVARD
SAN MIGUEL COURT OAK TREE LANE 2 A AC 870 35 30,450 9/9/2022 76 SIRFRA 60 SIR FRANCIS DRAKE
BOULEVARD
OAK TREE LANE OAK MANOR DRIVE 2 A AC/AC 722 35 25,270 9/9/2022 34 FC (Functional Class): A (Arterial), C (Collector), NCR (Non-City Road), O (Other), R (Residential) ST (Surface Type): AC (Asphalt Concrete), AC/AC (Asphalt Concrete Overlay), GRAVEL, PCC (Portland Cement Concrete) 5/7 DRAFT
City of Fairfax - PTAP 23 PMP Update
Section Description Inventory
Sorted by Street Name
Street ID Section ID Street Name Begin Location End Location # of Lanes FC ST Length (ft)
Width
(ft)
Area
(sf) PCI Date PCI
SIRFRA 70 SIR FRANCIS DRAKE
BOULEVARD
OAK MANOR DRIVE
1003' WEST OF OAK MANOR
DRIVE
2 A AC/AC 1,003 45 45,135 9/9/2022 31
SIRFRA 80 SIR FRANCIS DRAKE
BOULEVARD
1003' WEST OF OAK MANOR
DRIVE
455' NORTH OF JUNE COURT 2 A AC/AC 1,053 35 36,855 9/9/2022 40 SIRFRA 90 SIR FRANCIS DRAKE
BOULEVARD
455' NORTH OF JUNE COURT GLEN DRIVE 2 A AC/AC 795 60 47,700 9/9/2022 88 SIRFRA 100 SIR FRANCIS DRAKE
BOULEVARD
GLEN DRIVE TOWN LIMITS 2 A AC/AC 1,302 45 58,590 9/9/2022 84 SPRING 10 SPRING LANE HILLSIDE DRIVE DEAD END 2 R AC/AC 1,376 15 20,640 8/30/2022 62 SPRUCE 10 SPRUCE ROAD AZALEA ROAD PARK ROAD 2 C AC 732 21 15,372 9/9/2022 23 SPRUCE 15 SPRUCE ROAD PARK ROAD 610 FT WEST OF PARK ROAD 1 C AC/AC 610 12 7,320 9/9/2022 83 SPRUCE 25 SPRUCE ROAD 610 FT WEST OF PARK ROAD TAMALPIAS ROAD 1 C AC/AC 765 12 9,180 9/9/2022 78 SUMMER 10 SUMMER AVENUE FOREST AVENUE DEAD END 2 R AC/AC 284 15 4,260 8/30/2022 79 TAMALP 20 TAMALPAIS ROAD SCENIC ROAD 1050' SOUTH OF SCENIC ROAD 2 A AC/AC 1,050 15 15,750 9/10/2022 52 TAMALP 30 TAMALPAIS ROAD 1050' SOUTH OF SCENIC ROAD BERRY TRAIL 2 A AC/AC 812 16 12,992 9/10/2022 95 TAMALP 40 TAMALPAIS ROAD BERRY TRAIL MOUNTAIN VIEW ROAD 2 A AC/AC 835 15 12,525 9/10/2022 95 TAMALP 50 TAMALPAIS ROAD MOUNTAIN VIEW ROAD SCENIC ROAD 2 A AC/AC 590 12 7,080 9/9/2022 81 TAMALP 60 TAMALPAIS ROAD SCENIC ROAD DEAD END 2 A AC/AC 1,135 10 11,350 9/9/2022 36 TAMALP 10A TAMALPAIS ROAD SEQUOIA ROAD SPRUCE ROAD 2 A AC 615 16 9,840 9/9/2022 20 TAMALP 10B TAMALPAIS ROAD SPRUCE ROAD INT. 60 FT W. OF SCENIC 2 A AC/AC 370 16 5,920 9/10/2022 46 TAYLOR 10 TAYLOR DRIVE
SIR FRANCIS DRAKE
BOULEVARD
CLAUS DRIVE 2 R AC 618 14 8,652 9/9/2022 37
TAYLOR 20 TAYLOR DRIVE CLAUS DRIVE PARKER LANE 2 R AC/AC 855 14 11,970 9/9/2022 28 TAYLOR 30 TAYLOR DRIVE TAYLOR DRIVE INTERSECTION ROCCA DRIVE AT SADY LANE 2 R AC/AC 840 14 11,760 9/9/2022 31 TOYONR 10 TOYON DRIVE OAK ROAD NORTH DEAD END 2 R AC 710 22 15,620 9/9/2022 56 TOYONR 20 TOYON DRIVE OAK ROAD SOUTH DEAD END 2 R AC 1,000 20 20,000 9/9/2022 55 VALLEY 10 VALLEY ROAD WILLIS LANE DEAD END 1 R AC/AC 330 14 4,620 9/10/2022 81 VANNI 10 VANNI LN RIDGEWAY AV CHESTER AV 2 R AC 760 14 10,640 9/10/2022 70 VISTAW 10 VISTA WAY SAN GABRIEL DRIVE DEAD END 2 R AC 366 32 11,712 9/10/2022 32 WESTBR 10 WESTBRAE DRIVE OLEMA ROAD OLEMA ROAD 2 R AC/AC 760 25 19,000 8/29/2022 55 WILLIS 10 WILLIS LN FRUSTUCK AV END 2 R AC 217 14 3,038 9/10/2022 16 WILLOW 10 WILLOW AVENUE
SIR FRANCIS DRAKE
BOULEVARD
MAPLE AVENUE 2 C AC/AC 837 20 16,740 9/10/2022 22
WILLOW 20 WILLOW AVENUE MAPLE AVENUE 912' NORTH OF MAPLE AVENUE 2 C AC/AC 912 20 18,240 9/10/2022 20 WILLOW 30 WILLOW AVENUE 912' NORTH OF MAPLE AVENUE CHESTER AVENUE 2 C AC/AC 527 20 10,540 9/10/2022 37 WOODLA 10 WOOD LANE PORTEOUS AVENUE
780' WEST OF PORTEOUS
AVENUE
2 R AC 780 17 13,260 8/30/2022 25
FC (Functional Class): A (Arterial), C (Collector), NCR (Non-City Road), O (Other), R (Residential) ST (Surface Type): AC (Asphalt Concrete), AC/AC (Asphalt Concrete Overlay), GRAVEL, PCC (Portland Cement Concrete) 6/7 DRAFT
City of Fairfax - PTAP 23 PMP Update
Section Description Inventory
Sorted by Street Name
Street ID Section ID Street Name Begin Location End Location # of Lanes FC ST Length (ft)
Width
(ft)
Area
(sf) PCI Date PCI
WOODLA 20 WOOD LANE
780' WEST OF PORTEOUS
AVENUE
DEAD END 2 R AC 983 17 16,711 8/30/2022 21
WOODRO 10 WOODLAND ROAD LAUREL DRIVE OAK ROAD 1 R AC/AC 1,284 10 12,840 8/30/2022 61 WREDEN 10 WREDEN AVENUE PARK ROAD FRUSTUCK AVENUE 2 R AC/AC 576 16 9,216 9/9/2022 53 WREDEN 20 WREDEN AVENUE FRUSTUCK AVENUE MANZANITA ROAD 2 R AC/AC 543 15 8,145 9/9/2022 61 FC (Functional Class): A (Arterial), C (Collector), NCR (Non-City Road), O (Other), R (Residential) ST (Surface Type): AC (Asphalt Concrete), AC/AC (Asphalt Concrete Overlay), GRAVEL, PCC (Portland Cement Concrete) 7/7 DRAFT
Nichols Consulting Engineers, Chtd.
Section Description Inventory – Sorted by Descending PCI DRAFT
City of Fairfax - PTAP 23 PMP Update
Section Description Inventory
Sorted by Descending PCI
Street ID Section ID Street Name Begin Location End Location # of Lanes FC ST Length (ft)
Width
(ft)
Area
(sf) PCI Date PCI
TAMALP 30 TAMALPAIS ROAD 1050' SOUTH OF SCENIC ROAD BERRY TRAIL 2 A AC/AC 812 16 12,992 9/10/2022 95 TAMALP 40 TAMALPAIS ROAD BERRY TRAIL MOUNTAIN VIEW ROAD 2 A AC/AC 835 15 12,525 9/10/2022 95 BAYWOO 10 BAYWOOD COURT LANDSDALE AVENUE DEAD END 2 R AC/AC 470 18 8,460 9/9/2022 95 BELMON 20 BELMONT AVENUE KENT AVENUE TOWN LIMITS 2 R AC/AC 543 14 7,602 9/9/2022 95 BRIDGE 10 BRIDGE COURT DOMINGA AVENUE DEAD END 2 R AC/AC 97 16 1,552 9/10/2022 95 COOLID 10 COOLIDGE AVENUE BELMONT AVENUE BELLE AVENUE 2 R AC/AC 227 14 3,178 9/9/2022 95 COURTL 10 COURT LANE DOMINGA AVENUE DEAD END 1 R AC/AC 141 14 1,974 8/29/2022 95 MONOAV 05 MONO AVENUE BOLINAS RD BANK ST 2 R AC 230 11 2,530 8/29/2022 95 MONOAV 10 MONO AVENUE BOLINAS RD PACHECO AV 2 R AC/AC 525 16 8,400 8/29/2022 95 PIPERL 10 PIPER LANE OAK MANOR DRIVE DEAD END 2 R AC/AC 1,002 34 34,068 9/10/2022 95 PIPERC 10 PIPER COURT PIPER LANE DEAD END 2 R AC/AC 492 23 11,316 9/10/2022 93 REDWOO 30 REDWOOD ROAD 1240' WEST OF SCENIC ROAD 1800' WEST OF SCENIC ROAD 2 C AC/AC 560 14 7,840 9/10/2022 91 CENTER 10 CENTER BOULEVARD TOWN LIMITS PASTORI AVENUE 2 R AC 808 40 32,320 8/30/2022 91 REDWOO 20 REDWOOD ROAD 420' WEST OF SCENIC ROAD 1240' WEST OF SCENIC ROAD 2 C AC/AC 820 12 9,840 9/10/2022 89 ACACIA 10 ACACIA ROAD SCENIC RD DEAD END 2 R AC 980 12 11,760 9/10/2022 89 MOUNTA 10 MOUNTAIN VIEW ROAD MANZANITA ROAD TAMALPIAS ROAD 2 R AC/AC 1,035 14 14,490 9/9/2022 89 SCENIC 40 SCENIC ROAD
400' NORTH OF REDWOOD
ROAD
REDWOOD ROAD 2 A AC/AC 458 14 6,412 9/9/2022 88
SIRFRA 90 SIR FRANCIS DRAKE
BOULEVARD
455' NORTH OF JUNE COURT GLEN DRIVE 2 A AC/AC 795 60 47,700 9/9/2022 88 MARINR 20 MARIN ROAD MANOR ROAD (TOP OF CIRCLE) SIR FRANCIS DRAKE BLVD 2 C AC 140 48 6,720 8/29/2022 88 SCENIC 50 SCENIC ROAD REDWOOD ROAD TAMALPIAS ROAD 2 A AC/AC 580 14 8,120 9/9/2022 87 REDWOO 10 REDWOOD ROAD SCENIC ROAD 420' WEST OF SCENIC ROAD 2 C AC/AC 420 12 5,040 9/10/2022 87 SCENIC 20A SCENIC ROAD TAMALPIAS ROAD BAY ROAD 2 A AC/AC 535 14 7,490 9/9/2022 85 MANZAC 10 MANZANITA COURT ` DEAD END 2 R AC 123 10 1,230 9/9/2022 85 PASTOR 10 PASTORI AVENUE
SIR FRANCIS DRAKE
BOULEVARD
DEAD END 2 R AC 608 32 19,456 9/9/2022 85
SIRFRA 100 SIR FRANCIS DRAKE
BOULEVARD
GLEN DRIVE TOWN LIMITS 2 A AC/AC 1,302 45 58,590 9/9/2022 84 MANORR 25 MANOR ROAD LOWER SCENIC ROAD TAMALPIAS ROAD 2 C AC 500 23 11,500 8/29/2022 84 ARROYO 10 ARROYO ROAD LOWER SCENIC ROAD SPRUCE ROAD 2 R AC/AC 646 12 7,752 9/9/2022 84 LANSDA 10 LANSDALE AVENUE PASTORI AVENUE TOWN LIMITS 2 R AC/AC 794 18 14,292 9/9/2022 84 MARINR 10 MARIN ROAD OLEMA ROAD
MANOR ROAD (AROUND
CIRCLE) 2 C AC/AC 398 25 9,950 8/29/2022 83
SPRUCE 15 SPRUCE ROAD PARK ROAD 610 FT WEST OF PARK ROAD 1 C AC/AC 610 12 7,320 9/9/2022 83 BELLEA 20 BELLE AVENUE KENT AVENUE TOWN LIMITS 2 R AC/AC 515 18 9,270 9/9/2022 82 MEADOW 20 MEADOW WAY (2) N E END GATE (SW END) 2 R AC/AC 805 20 16,100 8/30/2022 82 TAMALP 50 TAMALPAIS ROAD MOUNTAIN VIEW ROAD SCENIC ROAD 2 A AC/AC 590 12 7,080 9/9/2022 81 COREEL 10 COREE LANE FRUSTUCK AVENUE DEAD END 2 R AC 267 14 3,738 9/9/2022 81 SHEMRC 10 SHEMRAN COURT
SIR FRANCIS DRAKE
BOULEVARD
NORTH TO DEAD END 2 R AC 380 23 8,740 8/29/2022 81
FC (Functional Class): A (Arterial), C (Collector), NCR (Non-City Road), O (Other), R (Residential) ST (Surface Type): AC (Asphalt Concrete), AC/AC (Asphalt Concrete Overlay), GRAVEL, PCC (Portland Cement Concrete) 1/7 DRAFT
City of Fairfax - PTAP 23 PMP Update
Section Description Inventory
Sorted by Descending PCI
Street ID Section ID Street Name Begin Location End Location # of Lanes FC ST Length (ft)
Width
(ft)
Area
(sf) PCI Date PCI
VALLEY 10 VALLEY ROAD WILLIS LANE DEAD END 1 R AC/AC 330 14 4,620 9/10/2022 81 BELLEA 10 BELLE AVENUE PASTORI AVENUE KENT AVENUE 2 R AC/AC 295 18 5,310 9/9/2022 79 SUMMER 10 SUMMER AVENUE FOREST AVENUE DEAD END 2 R AC/AC 284 15 4,260 8/30/2022 79 CASCAD 20 CASCADE DRIVE 1285' WEST OF BOLINAS DR LAUREL DRIVE 2 C AC/AC 853 21 17,913 8/30/2022 78 SPRUCE 25 SPRUCE ROAD 610 FT WEST OF PARK ROAD TAMALPIAS ROAD 1 C AC/AC 765 12 9,180 9/9/2022 78 AZALEA 10 AZALEA AVENUE SIR FRANCIS DRAKE BLVD SEQUOIA RD 2 R AC/AC 789 20 15,780 9/9/2022 77 SIRFRA 50 SIR FRANCIS DRAKE
BOULEVARD
SAN MIGUEL COURT OAK TREE LANE 2 A AC 870 35 30,450 9/9/2022 76 CANYON 10 CANYON ROAD CASCADE DRIVE 1017' WEST OF CASCADE DRIVE 2 C AC/AC 1,017 14 14,238 8/30/2022 76 CASCAD 10 CASCADE DRIVE BOLINAS DRIVE 1285' WEST OF BOLINAS DRIVE 2 C AC/AC 1,285 32 41,120 8/30/2022 76 MEERNA 20 MEERNA AVENUE IVY LANE HILLSIDE DRIVE 2 C AC/AC 942 18 16,956 8/30/2022 76 MANORR 10 MANOR ROAD MARIN AVENUE OLEMA ROAD 2 R AC/AC 393 26 10,218 8/29/2022 76 MEERNA 30 MEERNA AVENUE HILLSIDE DR PORTEOUS AV 2 R AC 995 19 18,905 8/30/2022 76 GLENDR 20 GLEN DRIVE 1260' NORTH OF SFD BLVD TOWN LIMIT 2 C AC/AC 1,200 40 48,000 8/29/2022 75 BOTHIN 10 BOTHIN ROAD MARIN AVENUE OLEMA ROAD 2 C AC/AC 460 26 11,960 8/29/2022 74 HICKOR 05 HICKORY ROAD CASADE DR CYPRESS DR 2 R AC 178 20 3,560 9/9/2022 74 FORREA 10 FORREST AVENUE MEERNAA AVENUE SUMMER AVENUE 2 C AC/AC 1,080 14 15,120 8/30/2022 73 RIDGEW 10 RIDGEWAY AVENUE LIVE OAK AV END 2 R AC/AC 1,350 16 21,600 9/10/2022 73 SIRFRA 40 SIR FRANCIS DRAKE
BOULEVARD
BROADWAY SAN MIGUEL COURT 2 A AC 939 47 44,133 9/9/2022 71 BROADW 10b BROADWAY CLAUS DR BANK ST 3 C AC/AC 155 60 9,300 8/29/2022 71 LAUREL 10 LAUREL DRIVE CASCADE DRIVE PINE ROAD 2 C AC 950 14 13,300 8/30/2022 71 SIRFRA 20 SIR FRANCIS DRAKE
BOULEVARD
PACHECO AVENUE BANK STREET 2 A AC 819 35 28,665 9/9/2022 70 BROADW 35A BROADWAY AZALEA AVENUE 50 FT. NW AZALEA AVE. 2 C AC/AC 50 22 1,100 8/29/2022 70 ALDERC 10 ALDER COURT LANDSDALE AVE DEAD END 2 R AC/AC 195 12 2,340 9/10/2022 70 CASCAD 50 CASCADE DRIVE 690' WEST OF MEADOW WAY CANYON ROAD 2 R AC/AC 933 21 19,593 8/30/2022 70 SEQUOI 10 SEQUOIA ROAD LOWER SCENIC ROAD SPRUCE ROAD 2 R AC/AC 974 19 18,506 9/9/2022 70 VANNI 10 VANNI LN RIDGEWAY AV CHESTER AV 2 R AC 760 14 10,640 9/10/2022 70 CYPRES 50 CYPRESS DRIVE 935' NORTH OF LAUREL LAUREL DRIVE 2 C AC/AC 1,700 16 27,200 9/9/2022 69 IRONSP 10 IRON SPRINGS ROAD ROCK RIDGE ROAD DEAD END 2 R AC/AC 886 12 10,632 8/29/2022 69 ROCCAD 20 ROCCA DRIVE TAYLOR DRIVE TAYLOR DRIVE AT SADY LANE 2 R AC/AC 1,701 14 23,814 9/9/2022 69 BOTHIN 30 BOTHIN ROAD 1041' WEST OF OLEMA ROAD TOWN LIMITS 2 C AC/AC 1,031 25 25,775 8/29/2022 68 CASCAD 80 CASCADE DRIVE 1770' WEST OF CANYON ROAD DEAD END 2 R AC/AC 833 15 12,495 8/30/2022 68 MAINC 10 MAIN COURT PACHECO AVENUE DEAD END 2 R AC/AC 208 20 4,160 8/29/2022 68 MEADOW 30 MEADOW WAY (3) MEADOW WAY (2) E END 2 R AC 642 18 11,556 8/30/2022 68 CYPRES 10 CYPRESS DRIVE CASCADE DRIVE 760' WEST OF HICKORY ROAD 2 C AC/AC 1,264 34 42,976 9/9/2022 67 PINEDR 20 PINE DRIVE 635' WEST OF LAUREL DRIVE 1900' WEST OF LAUREL DRIVE 2 C AC/AC 1,265 14 17,710 9/9/2022 66 KENTAV 10 KENT AVENUE BELMONT AVENUE SIR FRANCIS DRAKE BLVD 2 R AC 481 24 11,544 9/9/2022 66 FC (Functional Class): A (Arterial), C (Collector), NCR (Non-City Road), O (Other), R (Residential) ST (Surface Type): AC (Asphalt Concrete), AC/AC (Asphalt Concrete Overlay), GRAVEL, PCC (Portland Cement Concrete) 2/7 DRAFT
City of Fairfax - PTAP 23 PMP Update
Section Description Inventory
Sorted by Descending PCI
Street ID Section ID Street Name Begin Location End Location # of Lanes FC ST Length (ft)
Width
(ft)
Area
(sf) PCI Date PCI
SIRFRA 30 SIR FRANCIS DRAKE
BOULEVARD
BANK STREET BROADWAY 2 A AC 939 36 33,804 9/9/2022 65
FORREA 30 FORREST AVENUE
1230' EAST OF SUMMER
AVENUE
2230' EAST OF SUMMER
AVENUE
2 C AC/PCC 1,000 14 14,000 8/30/2022 65
PINEDR 30 PINE DRIVE 1900' WEST OF LAUREL DRIVE 2760' WEST OF LAUREL DRIVE 2 C AC/AC 860 14 12,040 9/9/2022 65 SHERMA 10 SHERMAN AVENUE BOLINAS ROAD DOMINGA AVENUE 2 R AC/AC 262 18 4,716 8/29/2022 65 GLENDR 10 GLEN DRIVE
SIR FRANCIS DRAKE
BOULEVARD
1260' NORTH OF SFD BLVD 2 C AC/AC 1,260 35 44,100 8/29/2022 64 CASCAD 70 CASCADE DRIVE 890' WEST OF CANYON ROAD 1770' WEST OF CANYON ROAD 2 R AC/AC 880 15 13,200 8/30/2022 64 BROADW 10a BROADWAY PACHECO AVE CLAUS DR 3 C AC 828 60 49,680 9/9/2022 63 FRUSTU 30 FRUSTUCK AVENUE MANZANITA ROAD WILLIS LANE 2 C AC 1,029 14 14,406 9/9/2022 63 OLEMAR 10 OLEMA ROAD
SIR FRANCIS DRAKE
BOULEVARD
MARIN ROAD 2 C AC 1,050 24 25,200 8/29/2022 63
CASCAD 30 CASCADE DRIVE LAUREL DRIVE MEADOW WAY 2 R AC/AC 1,295 20 25,900 8/30/2022 63 CHESTE 10 CHESTER AVENUE WILLOW AVENUE 402' WEST OF WILLOW AVENUE 2 R AC/AC 402 14 5,628 9/10/2022 63 MANZAR 20 MANZANITA ROAD
991 FRM WRENDEN
FRUSTRUCK INT
FRUSTUCK AVENUE 2 R AC/AC 594 14 8,316 9/9/2022 63
SCHOOL 20 SCHOOL STREET PARK ROAD DEAD END 2 R AC 150 25 3,750 9/9/2022 63 SCENIC 20B SCENIC ROAD BAY ROAD 200 FT W. BAY ROAD 2 A AC/AC 200 14 2,800 9/9/2022 62 MARIND 20 MARINDA DRIVE SAN GABRIEL DRIVE DEAD END 2 C AC 1,398 30 41,940 9/10/2022 62 MANZAR 10 MANZANITA ROAD
543 FROM WRENDEN
FRUSTRUCK INT
991 FRM WRENDEN
FRUSTRUCK INT
2 R AC/AC 448 14 6,272 9/9/2022 62
SPRING 10 SPRING LANE HILLSIDE DRIVE DEAD END 2 R AC/AC 1,376 15 20,640 8/30/2022 62 BOTHIN 20 BOTHIN ROAD OLEMA ROAD 1041' WEST OF OLEMA ROAD 2 C AC/AC 1,041 26 27,066 8/29/2022 61 CASCAD 40 CASCADE DRIVE MEADOW WAY 690' WEST OF MEADOW WAY 2 R AC/AC 690 24 16,560 8/30/2022 61 DEERP 10 DEER PARK DR HILLSIDE DR END (E) 2 R AC 565 16 9,040 8/30/2022 61 WOODRO 10 WOODLAND ROAD LAUREL DRIVE OAK ROAD 1 R AC/AC 1,284 10 12,840 8/30/2022 61 WREDEN 20 WREDEN AVENUE FRUSTUCK AVENUE MANZANITA ROAD 2 R AC/AC 543 15 8,145 9/9/2022 61 FRUSTU 50 FRUSTUCK AVENUE 500' WEST OF BOLINAS ROAD BOLINAS ROAD 2 C AC 500 14 7,000 9/9/2022 59 PINEDR 10 PINE DRIVE LAUREL DRIVE 635' WEST OF LAUREL DRIVE 2 C AC/AC 635 16 10,160 9/9/2022 59 LAUREL 20 LAUREL DRIVE PINE ROAD WOODLAND ROAD 2 C AC/AC 1,382 18 24,876 8/30/2022 58 CRESCE 10 CRESCENT CIRCLE OAK TREE LANE DEAD END 2 R AC/AC 331 29 9,599 9/10/2022 57 FRUSTU 10 FRUSTUCK AVENUE PARK ROAD WRENDEN AVENUE 2 C AC/AC 839 15 12,585 9/9/2022 56 TOYONR 10 TOYON DRIVE OAK ROAD NORTH DEAD END 2 R AC 710 22 15,620 9/9/2022 56 CANYON 20 CANYON ROAD 1017' WEST OF CASCADE DRIVE 2454' WEST OF CASCADE DRIVE 2 C AC/AC 1,437 17 24,429 8/30/2022 55 FORREA 40 FORREST AVENUE
2230' EAST OF SUMMER
AVENUE
TOWN LIMITS 2 C AC/PCC 850 14 11,900 8/30/2022 55
BELMON 10 BELMONT AVENUE PASTORI AVENUE KENT AVENUE 2 R AC/AC 271 24 6,504 9/9/2022 55 FC (Functional Class): A (Arterial), C (Collector), NCR (Non-City Road), O (Other), R (Residential) ST (Surface Type): AC (Asphalt Concrete), AC/AC (Asphalt Concrete Overlay), GRAVEL, PCC (Portland Cement Concrete) 3/7 DRAFT
City of Fairfax - PTAP 23 PMP Update
Section Description Inventory
Sorted by Descending PCI
Street ID Section ID Street Name Begin Location End Location # of Lanes FC ST Length (ft)
Width
(ft)
Area
(sf) PCI Date PCI
OAKTRE 10 OAK TREE LANE
SIR FRANCIS DRAKE
BOULEVARD
DEAD END 2 R AC/AC 494 29 14,326 9/10/2022 55
TOYONR 20 TOYON DRIVE OAK ROAD SOUTH DEAD END 2 R AC 1,000 20 20,000 9/9/2022 55 WESTBR 10 WESTBRAE DRIVE OLEMA ROAD OLEMA ROAD 2 R AC/AC 760 25 19,000 8/29/2022 55 BOLINA 20 BOLINAS ROAD PARK ROAD CASCADE DRIVE 2 A AC 1,227 36 44,172 8/30/2022 54 SCENIC 60 SCENIC ROAD TAMALPIAS ROAD UPPER SCENIC ROAD 2 A AC 1,145 15 17,175 9/9/2022 54 BLACKB 10 BLACKBERRY LANE CREEK ROAD FORREST AVE 2 R AC/AC 190 18 3,420 8/29/2022 54 IVYLAN 10 IVY LANE PORTEOUS AVENUE MEERNA AVENUE 2 R AC/AC 118 18 2,124 8/29/2022 54 BOLINA 10 BOLINAS ROAD BROADWAY PARK ROAD 2 A AC 962 34 32,708 8/30/2022 53 FORREA 20 FORREST AVENUE SUMMER AVENUE
1230' EAST OF SUMMER
AVENUE
2 C AC/PCC 1,230 14 17,220 8/30/2022 53
CASCAD 60 CASCADE DRIVE CANYON ROAD 890' WEST OF CANYON ROAD 2 R AC/AC 890 18 16,020 8/30/2022 53 WREDEN 10 WREDEN AVENUE PARK ROAD FRUSTUCK AVENUE 2 R AC/AC 576 16 9,216 9/9/2022 53 TAMALP 20 TAMALPAIS ROAD SCENIC ROAD 1050' SOUTH OF SCENIC ROAD 2 A AC/AC 1,050 15 15,750 9/10/2022 52 CENTER 20 CENTER BOULEVARD PASTORI AVENUE
727' NORTH OF PASTORI
AVENUE
2 R AC 727 51 37,077 8/30/2022 52
LIVEOA 10 LIVE OAK AVENUE MAPLE AVENU 1027' WEST OF MAPLE AVENUE 2 R AC/AC 1,027 18 18,486 9/10/2022 52 MURIEL 10 MURIEL PLACE LOWER SCENIC ROAD DEAD END 2 R AC/AC 485 21 10,185 8/29/2022 52 SCENIC 10 SCENIC ROAD ACACIA ROAD TAMALPIAS ROAD 2 A AC 625 24 15,000 9/9/2022 51 SCENIC 30 SCENIC ROAD 200' WEST OF BAY ROAD 400' NORTH OF REDWOOD ROAD
2 A AC/AC 922 15 13,830 9/9/2022 51
BROADW 35B BROADWAY 50 FT NW AZALEA AVE. SIR FRANCIS DRAKE BLVD. 2 C AC 340 22 7,480 8/29/2022 51 CYPRES 40 CYPRESS DRIVE 1700' NORTH OF LAUREL DRIVE 935' NORTH OF LAUREL DRIVE 2 C AC/AC 765 16 12,240 9/9/2022 51 OLEMAR 20 OLEMA ROAD MARIN ROAD TOWN LIMITS 2 C AC 1,480 23 34,040 8/29/2022 51 LIVEOA 20 LIVE OAK AVENUE 1027' WEST OF MAPLE AVENUE DEAD END 2 R AC/AC 858 18 15,444 9/10/2022 51 PARKRO 20 PARK ROAD SCHOOL STREET SPRUCE ROAD 2 R AC 585 21 12,285 8/29/2022 51 SIRFRA 10 SIR FRANCIS DRAKE
BOULEVARD
TOWN LIMITS PACHECO AVENUE 2 A AC/AC 1,526 36 54,936 9/9/2022 50 CANYON 30 CANYON ROAD 2428' WEST OF CASCADE DRIVE DEAD END 2 C AC/AC 672 14 9,408 8/30/2022 50 PACHEC 10 PACHECO AVENUE SIR FRANCIS DRAKE BLVD DEAD END 2 R AC/AC 596 20 11,920 8/29/2022 49 NAPAAV 10 NAPA AVENUE PACHECO AVENUE DOMINGA AVENUE 2 R AC/AC 300 20 6,000 8/29/2022 48 DOMING 20 DOMINGA AVENUE BRIDGE COURT NAPA AVENUE 2 C AC/AC 472 20 9,440 8/29/2022 47 PARKRO 10 PARK ROAD BOLINAS ROAD SCHOOL STREET 2 R AC/AC 588 24 14,112 8/29/2022 47 RIDGER 10 RIDGE ROAD SCENIC ROAD CUL-DE-SAC 2 R AC/AC 1,536 12 18,432 9/9/2022 47 TAMALP 10B TAMALPAIS ROAD SPRUCE ROAD INT. 60 FT W. OF SCENIC 2 A AC/AC 370 16 5,920 9/10/2022 46 BARKER 10 BARKER AVENUE PORTEOUS AVENUE DEAD END 2 R AC/AC 345 18 6,210 8/30/2022 45 MARINC 10 MARINDA COURT MARINDA DRIVE DEAD END 2 R AC 186 29 5,394 9/10/2022 44 FC (Functional Class): A (Arterial), C (Collector), NCR (Non-City Road), O (Other), R (Residential) ST (Surface Type): AC (Asphalt Concrete), AC/AC (Asphalt Concrete Overlay), GRAVEL, PCC (Portland Cement Concrete) 4/7 DRAFT
City of Fairfax - PTAP 23 PMP Update
Section Description Inventory
Sorted by Descending PCI
Street ID Section ID Street Name Begin Location End Location # of Lanes FC ST Length (ft)
Width
(ft)
Area
(sf) PCI Date PCI
CLAUSD 10 CLAUS DRIVE
SIR FRANCIS DRAKE
BOULEVARD
TAYLOR DRIVE 2 R AC 494 26 12,844 9/9/2022 43
MEERNA 10 MEERNA AVENUE CREEK ROAD IVY LANE 2 C AC/AC 870 18 15,660 8/29/2022 42 SANGAC 10 SAN GABRIEL COURT SAN GABRIEL DRIVE DEAD END 2 R AC 177 30 5,310 9/10/2022 41 SIRFRA 80 SIR FRANCIS DRAKE
BOULEVARD
1003' WEST OF OAK MANOR
DRIVE
455' NORTH OF JUNE COURT 2 A AC/AC 1,053 35 36,855 9/9/2022 40 HILLSI 50 HILLSIDE DRIVE CREST ROAD DEAD END 2 C AC/AC 850 14 11,900 8/30/2022 40 MERWIN 10 MERWIN AVENUE BROADWAY PARK ROAD 2 R AC 651 21 13,671 8/29/2022 40 BOLINA 30 BOLINAS ROAD CASCADE DRIVE 1120' SO. OF CASCADE DRIVE 2 A AC 1,120 20 22,400 8/30/2022 39 CHESTE 20 CHESTER AVENUE LIVE OAK AVENUE
556' NORTH OF LIVE OAK
AVENUE
2 R AC/AC 556 14 7,784 9/10/2022 39
BROADW 25 BROADWAY MERWIN AVENUE AZALEA AVENUE 2 C AC/AC 402 22 8,844 8/29/2022 38 MONOAV 20 MONO AVENUE PACHECO AVE INYO AVE 2 R AC/AC 638 20 12,760 8/29/2022 38 MARIND 10 MARINDA DRIVE
SIR FRANCIS DRAKE
BOULEVARD
SAN GABRIEL DRIVE 2 C AC 685 30 20,550 9/10/2022 37
WILLOW 30 WILLOW AVENUE 912' NORTH OF MAPLE AVENUE CHESTER AVENUE 2 C AC/AC 527 20 10,540 9/10/2022 37 BANKST 10 BANK STREET BROADWAY ELSIE LANE 2 R AC 280 32 8,960 9/10/2022 37 TAYLOR 10 TAYLOR DRIVE
SIR FRANCIS DRAKE
BOULEVARD
CLAUS DRIVE 2 R AC 618 14 8,652 9/9/2022 37
TAMALP 60 TAMALPAIS ROAD SCENIC ROAD DEAD END 2 A AC/AC 1,135 10 11,350 9/9/2022 36 CRESTR 10 CREST ROAD HILLSIDE DRIVE 1422' SO.EAST OF HILLSIDE DR. 2 R AC 1,422 14 19,908 8/30/2022 36 GEARYA 10 GEARY AVENUE TAYLOR DRIVE TAYLOR DRIVE 2 R AC/AC 666 13 8,658 9/9/2022 36 MADROR 20 MADRONE ROAD 895' NORTH OF LAUREL DRIVE 1625' NORTH OF LAUREL DRIVE 2 R AC 730 14 10,220 9/9/2022 36 MEADOW 10 MEADOW WAY (1) CASCADE DR MEADOW WAY (2) "T" 2 R AC 380 20 7,600 8/30/2022 36 FRUSTU 20 FRUSTUCK AVENUE WRENDEN AVENUE MANZANITA ROAD 2 C AC 1,278 14 17,892 9/9/2022 35 BAYROA 10 BAY ROAD SCENIC ROAD DEAD END 2 R AC 1,014 14 14,196 9/10/2022 35 MADROR 10 MADRONE ROAD LAUREL DRIVE 895' NORTH OF LAUREL DRIVE 2 R AC 895 14 12,530 9/9/2022 35 MAPLEA 10 MAPLE AVENUE WILLOW AVENUE LIVE OAK AVENUE 2 R AC/AC 387 15 5,805 9/10/2022 35 SIRFRA 60 SIR FRANCIS DRAKE
BOULEVARD
OAK TREE LANE OAK MANOR DRIVE 2 A AC/AC 722 35 25,270 9/9/2022 34 JUNECO 10 JUNE COURT
SIR FRANCIS DRAKE
BOULEVARD
DEAD END 2 R AC 309 16 4,944 8/29/2022 34
FRUSTU 40 FRUSTUCK AVENUE WILLIS LANE 500' WEST OF BOLINAS ROAD 2 C AC 396 14 5,544 9/9/2022 32 MADROC 10 MADRONE COURT LAUREL DRIVE DEAD END 2 R AC 343 18 6,174 9/9/2022 32 SANMIG 10 SAN MIGUEL COURT
SIR FRANCIS DRAKE
BOULEVARD
DEAD END 2 R AC/AC 409 23 9,407 9/10/2022 32
VISTAW 10 VISTA WAY SAN GABRIEL DRIVE DEAD END 2 R AC 366 32 11,712 9/10/2022 32 SIRFRA 70 SIR FRANCIS DRAKE
BOULEVARD
OAK MANOR DRIVE
1003' WEST OF OAK MANOR
DRIVE
2 A AC/AC 1,003 45 45,135 9/9/2022 31
FC (Functional Class): A (Arterial), C (Collector), NCR (Non-City Road), O (Other), R (Residential) ST (Surface Type): AC (Asphalt Concrete), AC/AC (Asphalt Concrete Overlay), GRAVEL, PCC (Portland Cement Concrete) 5/7 DRAFT
City of Fairfax - PTAP 23 PMP Update
Section Description Inventory
Sorted by Descending PCI
Street ID Section ID Street Name Begin Location End Location # of Lanes FC ST Length (ft)
Width
(ft)
Area
(sf) PCI Date PCI
CENTER 30 CENTER BOULEVARD
727' NORTH OF PASTORI
AVENUE
PACHECO AVENUE 2 R AC/AC 599 54 32,346 8/30/2022 31
TAYLOR 30 TAYLOR DRIVE TAYLOR DRIVE INTERSECTION ROCCA DRIVE AT SADY LANE 2 R AC/AC 840 14 11,760 9/9/2022 31 PORTEO 10 PORTEOUS AVENUE BOLINAS ROAD IVY LANE 2 C AC/AC 720 18 12,960 8/30/2022 30 PORTEO 30 PORTEOUS AVENUE WOOD LANE TOWN LIMITS 2 C AC/AC 1,160 17 19,720 8/30/2022 30 HILLAV 10 HILL AVENUE BELLE AVENUE TOWN LIMITS 2 R AC/AC 475 18 8,550 9/9/2022 30 SCENIC 05 SCENIC ROAD AZALEA AVENUE ACACIA ROAD 2 R AC 1,165 18 20,970 9/9/2022 30 DOMING 10 DOMINGA AVENUE CREEK ROAD BRIDGE COURT 2 C AC/AC 847 20 16,940 8/29/2022 29 TAYLOR 20 TAYLOR DRIVE CLAUS DRIVE PARKER LANE 2 R AC/AC 855 14 11,970 9/9/2022 28 SANGAD 20 SAN GABRIEL DRIVE 1148' EAST OF MARINDA DRIVE DEAD END 2 C AC 633 30 18,990 9/10/2022 27 MAPLEA 20 MAPLE AVENUE LIVE OAK AVENUE DEAD END 2 R AC/AC 685 15 10,275 9/10/2022 27 BOLINA 50 BOLINAS ROAD 2200' SO OF CASCADE DRIVE TOWN LIMITS 2 A AC 1,048 20 20,960 8/30/2022 26 CREEKR 10 CREEK ROAD PORTEOUS AVENUE BLACKBERRY LANE 2 C AC/AC 752 18 13,536 8/29/2022 26 MANORR 15 MANOR ROAD OLEMA ROAD LOWER SCENIC ROAD 2 C AC 670 23 15,410 8/29/2022 26 SANGAD 10 SAN GABRIEL DRIVE MARINDA DRIVE 1148' EAST OF MARINDA DRIVE 2 C AC 1,148 30 34,440 9/10/2022 26 BOLINA 40 BOLINAS ROAD 1120' SO. OF CASCADE DRIVE 2200' SO OF CASCADE DRIVE 2 A AC 1,080 20 21,600 8/30/2022 25 BROADW 20 BROADWAY BANK ST MERWIN AVENUE 2 C AC 472 22 10,384 8/29/2022 25 HILLSI 30 HILLSIDE DRIVE
770' NORTH OF MEERNA
AVENUE
1275' NORTH OF MEERNA
AVENUE
2 C AC 505 12 6,060 8/30/2022 25
WOODLA 10 WOOD LANE PORTEOUS AVENUE
780' WEST OF PORTEOUS
AVENUE
2 R AC 780 17 13,260 8/30/2022 25
FORRES 50 FORREST TERRACE MEERNA AVENUE FORREST AVENUE 2 R AC 957 14 13,398 8/30/2022 24 HILLSI 20 HILLSIDE DRIVE MEERNA AVENUE
770' NORTH OF MEERNA
AVENUE
2 C AC 770 12 9,240 8/30/2022 23
SPRUCE 10 SPRUCE ROAD AZALEA ROAD PARK ROAD 2 C AC 732 21 15,372 9/9/2022 23 WILLOW 10 WILLOW AVENUE
SIR FRANCIS DRAKE
BOULEVARD
MAPLE AVENUE 2 C AC/AC 837 20 16,740 9/10/2022 22
WOODLA 20 WOOD LANE
780' WEST OF PORTEOUS
AVENUE
DEAD END 2 R AC 983 17 16,711 8/30/2022 21
TAMALP 10A TAMALPAIS ROAD SEQUOIA ROAD SPRUCE ROAD 2 A AC 615 16 9,840 9/9/2022 20 HILLSI 40 HILLSIDE DRIVE
1275' NORTH OF MEERNA
AVENUE
CREST ROAD 2 C AC 625 12 7,500 8/30/2022 20
WILLOW 20 WILLOW AVENUE MAPLE AVENUE 912' NORTH OF MAPLE AVENUE 2 C AC/AC 912 20 18,240 9/10/2022 20 CLAUSC 10 CLAUS CIRCLE CLAUS DRIVE CLAUS DRIVE 2 R AC 321 26 8,346 9/9/2022 20 HAWTHORNE 10 HAWTHORNE CT OLEMA RD END 2 R AC 210 20 4,200 8/29/2022 17 SCHOOL 10 SCHOOL STREET BROADWAY PARKING LOT 2 R AC 120 25 3,000 9/10/2022 17 ELSIEL 10 ELSIE LANE BOLINAS ROAD BANK ST 2 R AC/AC 595 36 21,420 9/10/2022 16 WILLIS 10 WILLIS LN FRUSTUCK AV END 2 R AC 217 14 3,038 9/10/2022 16 INYOAV 10 INYO AVENUE PACHECO AVENUE END 2 R AC/AC 498 20 9,960 8/29/2022 15 FC (Functional Class): A (Arterial), C (Collector), NCR (Non-City Road), O (Other), R (Residential) ST (Surface Type): AC (Asphalt Concrete), AC/AC (Asphalt Concrete Overlay), GRAVEL, PCC (Portland Cement Concrete) 6/7 DRAFT
City of Fairfax - PTAP 23 PMP Update
Section Description Inventory
Sorted by Descending PCI
Street ID Section ID Street Name Begin Location End Location # of Lanes FC ST Length (ft)
Width
(ft)
Area
(sf) PCI Date PCI
CREEKR 20 CREEK ROAD BLACKBERRY LANE BOLINAS ROAD 2 C AC/AC 475 20 9,500 8/29/2022 14 PORTEO 20 PORTEOUS AVENUE IVY LANE WOOD LANE 2 C AC/AC 261 18 4,698 8/30/2022 11 OAKROA 10 OAK ROAD LAUREL DRIVE TOYON DRIVE 2 R AC 1,249 15 18,735 9/9/2022 11 ROCKRI 10 ROCK RIDGE ROAD MANOR ROAD BOTHIN ROAD 2 R AC 1,115 25 27,875 8/29/2022 8 HICKOR 10 HICKORY ROAD CYPRESS DRIVE DEAD END 2 R AC 1,132 20 22,640 9/9/2022 7 FC (Functional Class): A (Arterial), C (Collector), NCR (Non-City Road), O (Other), R (Residential) ST (Surface Type): AC (Asphalt Concrete), AC/AC (Asphalt Concrete Overlay), GRAVEL, PCC (Portland Cement Concrete) 7/7 DRAFT
Appendix B
MAINTENANCE AND REHABILITATION DECISION TREE
DRAFT
Nichols Consulting Engineers, Chtd.
Maintenance and Rehabilitation (M&R) Decision Tree
This report presents the current maintenance and rehabilitation decision tree that exists in the database.
The decision tree forms the basis for all of the budgetary computations included in this report. Changes to the decision tree will make the results in the budget reports invalid. All pavement treatment unit costs relevant to the road types in the database were updated.
The decision tree lists the treatments and costs selected for preventive maintenance and rehabilitation activities. Each line represents a specific combination of functional classification and surface type.
The preventive maintenance portion of the report is identified as Condition Category I – Very Good. All preventive maintenance treatment listings are assigned only to sections in Condition Category I where the PCI ≥ 70. Sections with PCI values less than 70 are assigned to treatments listed in Categories II through V.
In the preventive maintenance category (PCI ≥ 70), a time sequence is used to identify the appropriate treatment and cost. Each preventive maintenance treatment description consists of three parts: 1) a CRACK treatment, 2) a SURFACE treatment, and 3) a RESTORATION treatment. These three parts allow the user to specify one of three different preventive maintenance treatments depending on the prior maintenance history of the section.
1. The CRACK treatment part can be used to specify the most frequent type of preventive maintenance activity planned (typically crack seals).
2. The SURFACE treatment part can be used to specify more extensive and less frequent preventive maintenance activities, such as chip seals or slurry seals. For example, a crack seal can be specified on a 3-year cycle with a slurry seal specified after 5 years.
3. The RESTORATION part can be used to specify a surface restoration treatment (such as an overlay) to be performed after a specified number of surface treatments. For example, after a certain number of successive slurry seals, an overlay can be specified instead of another slurry seal.
Rehabilitation treatments are assigned to sections in Condition Categories II through V (PCI less than 70).
Each line is defined by a specific combination of functional classification, surface type, and condition category.
COLUMN DESCRIPTION
Functional Class Functional Classification identifying the branch Surface Surface Type identifying the branch number.
Condition Category Condition Category (I through V).
Treatment Type
First Row (Crack Treatment) indicates localized treatment (e.g., crack sealing).
Second Row (Surface Treatment) indicates surface treatment (e.g., slurry sealing).
Third Row (Restoration Treatment) indicates surface restoration (e.g., overlay).
Treatment Name of treatments from the "Treatment Descriptions" report.
Yrs. Between Crack Seals First Row - number of years between successive treatment applications specified in the first row (i.e., CRACK treatment).
Yrs. Between Surface
Seals
Second Row - number of years between successive treatment applications specified in the second row (i.e., SURFACE treatment).
Number of Sequential
Seals
Number of times that the treatment application in the second row (i.e., SURFACE treatment) will be performed prior to performing the treatment application in the third row.
DRAFT
Nichols Consulting Engineers, Chtd.
Note that the treatments assigned to each section should not be blindly followed in preparing a road maintenance program. Engineering judgment and project level analysis should be applied to ensure that the treatment is appropriate and cost effective for the section.
DRAFT
Arterial AC I - Very Good Crack Treatment CRACK SEAL $1.75 6 Surface Treatment MICROSURFACING $10.50 6
Restoration Treatment DO NOTHING $0.00 99
II - Good, Non-Load Related MICROSURFACING w/DIGOUTS $15.00 6 III - Good, Load Related 2" HMA MILL & OVERLAY $55.00
IV - Poor CIR w/2" HMA OVERLAY $78.00
V - Very Poor 6" SURFACE RECONSTRUCT $169.00
AC/AC I - Very Good Crack Treatment CRACK SEAL $1.75 6
Surface Treatment MICROSURFACING $10.50 6
Restoration Treatment DO NOTHING $0.00 99
II - Good, Non-Load Related MICROSURFACING w/DIGOUTS $15.00 6 III - Good, Load Related 2" HMA MILL & OVERLAY $55.00
IV - Poor CIR w/2" HMA OVERLAY $78.00
V - Very Poor 6" SURFACE RECONSTRUCT $169.00
AC/PCC I - Very Good Crack Treatment SEAL CRACKS $3.00 3 Surface Treatment SLURRY SEAL $3.50 5
Restoration Treatment MILL AND THIN OVERLAY $38.00 2
II - Good, Non-Load Related MICROSURFACING $5.00 6
III - Good, Load Related MILL AND THICK OVERLAY $60.00
IV - Poor MILL AND THICK OVERLAY $48.00
V - Very Poor RECONSTRUCT STRUCTURE (AC) $80.00
PCC I - Very Good Crack Treatment DO NOTHING $0.00 4
Surface Treatment DO NOTHING $0.00 15
Restoration Treatment DO NOTHING $0.00 99
II - Good, Non-Load Related DO NOTHING $0.00
III - Good, Load Related DO NOTHING $0.00
IV - Poor DO NOTHING $0.00
V - Very Poor DO NOTHING $0.00
# of Surface
Seals before
Overlay
Functional
Class
Town of Fairfax
Printed: 11/27/2022
Decision Tree
Surface Condition Category Treatment Type Treatment Yrs Between Crack Seals
Yrs Between
Surface Seals
Cost/Sq Yd,
except Seal
Cracks in LF:
Functional Class and Surface combination not used
Criteria: 1 MTC StreetSaver
Selected Treatment is not a Surface Seal
DRAFT
Collector AC I - Very Good Crack Treatment CRACK SEAL $1.75 7 Surface Treatment CRACK SEAL w/MICROSURFACING $10.50 7
Restoration Treatment DO NOTHING $0.00 99
II - Good, Non-Load Related MICROSURFACING w/DIGOUTS $14.00 7 III - Good, Load Related 2" HMA MILL & OVERLAY $52.00
IV - Poor CIR w/2" HMA OVERLAY $75.00
V - Very Poor 4" SURFACE RECONSTRUCT $109.00
AC/AC I - Very Good Crack Treatment CRACK SEAL $1.75 7
Surface Treatment CRACK SEAL w/MICROSURFACING $10.50 7
Restoration Treatment DO NOTHING $0.00 99
II - Good, Non-Load Related MICROSURFACING w/DIGOUTS $14.00 7 III - Good, Load Related 2" HMA MILL & OVERLAY $52.00
IV - Poor CIR w/2" HMA OVERLAY $75.00
V - Very Poor 4" SURFACE RECONSTRUCT $109.00
AC/PCC I - Very Good Crack Treatment DO NOTHING $0.00 99 Surface Treatment DO NOTHING $0.00 15
Restoration Treatment DO NOTHING $0.00 99
II - Good, Non-Load Related DO NOTHING $0.00
III - Good, Load Related 2" HMA MILL & OVERLAY $43.20
IV - Poor 2" HMA MILL & OVERLAY $43.20
V - Very Poor 4" SURFACE RECONSTRUCT OVER
10" AB
$259.20
PCC I - Very Good Crack Treatment DO NOTHING $0.00 5
Surface Treatment DO NOTHING $0.00 15
Restoration Treatment DO NOTHING $0.00 99
II - Good, Non-Load Related DO NOTHING $0.00
III - Good, Load Related DO NOTHING $0.00
IV - Poor DO NOTHING $0.00
V - Very Poor DO NOTHING $0.00
Functional Class and Surface combination not used
Criteria: 2 MTC StreetSaver
Selected Treatment is not a Surface Seal
DRAFT
Residential/Local AC I - Very Good Crack Treatment CRACK SEAL $1.75 7 Surface Treatment CRACK SEAL w/MICROSURFACING $10.00 7
Restoration Treatment DO NOTHING $0.00 99
II - Good, Non-Load Related MICROSURFACING w/DIGOUTS $12.50 7 III - Good, Load Related DOUBLE MICROSURFACING
w/DIGOUTS
$21.00 7
IV - Poor 2" HMA MILL & OVERLAY $38.00
V - Very Poor 3" SURFACE RECONSTRUCT $79.00
AC/AC I - Very Good Crack Treatment CRACK SEAL $1.75 7
Surface Treatment CRACK SEAL w/MICROSURFACING $10.00 7
Restoration Treatment DO NOTHING $0.00 99
II - Good, Non-Load Related MICROSURFACING w/DIGOUTS $12.50 7 III - Good, Load Related DOUBLE MICROSURFACING
w/DIGOUTS
$21.00 7
IV - Poor 2" HMA MILL & OVERLAY $38.00
V - Very Poor 3" SURFACE RECONSTRUCT $79.00
AC/PCC I - Very Good Crack Treatment SEAL CRACKS $3.00 5 Surface Treatment SLURRY SEAL $3.50 7
Restoration Treatment MILL AND THIN OVERLAY $38.00 3
II - Good, Non-Load Related MICROSURFACING $5.00 7
III - Good, Load Related MILL AND THIN OVERLAY $35.00
IV - Poor MILL AND THICK OVERLAY $48.00
V - Very Poor RECONSTRUCT SURFACE (AC) $80.00
PCC I - Very Good Crack Treatment DO NOTHING $0.00 5
Surface Treatment DO NOTHING $0.00 15
Restoration Treatment DO NOTHING $0.00 99
II - Good, Non-Load Related DO NOTHING $0.00
III - Good, Load Related DO NOTHING $0.00
IV - Poor DO NOTHING $0.00
V - Very Poor DO NOTHING $0.00
Functional Class and Surface combination not used
Criteria: 3 MTC StreetSaver
Selected Treatment is not a Surface Seal
DRAFT
Appendix C
BUDGET NEEDS ANALYSIS RESULTS
DRAFT
Nichols Consulting Engineers, Chtd.
Budget Needs Reports
The purpose of this section is to answer the question: If the City had all the money in the world, what sections should be fixed and how much will it cost? Based on the Maintenance & Rehabilitation (M&R) decision tree and the PCIs of the sections, the program will then select a maintenance or rehabilitation action and compute the total costs over a period of five years. The Budget Needs represents the "ideal world" funding levels, while the Budget Scenario reports in the next section represent the most "cost effective" prioritization possible for the actual funding levels.
A budget needs analysis has been performed. The summary results from the analysis are shown below. An interest rate of 4% and an inflation factor of 5% were used to project the costs for the next ten years. This report shows the total five-year budget that would be required to meet the City’s standards as exemplified in the M&R decision tree.
Budget Needs reports included in this appendix are listed below:
Projected PCI/Cost Summary
Preventive Maintenance Treatment/Cost Summary
Rehabilitation Treatment/Cost Summary
DRAFT
Nichols Consulting Engineers, Chtd.
Needs - Projected PCI/Cost Summary
This report summarizes and projects the network PCI over the ten-year analysis period, both with and without treatments applied. It also reports the associated costs, which are based on the treatment unit costs presented in the M&R decision tree.
COLUMN DESCRIPTION
Year Year in the analysis period.
PCI Treated Projected network average PCI with all needed treatments applied.
PCI Untreated Projected network average PCI without any treatments applied.
PM Cost Total preventive maintenance treatment cost.
Rehab Cost Total rehabilitation treatment cost.
Cost The budget required for each year in the analysis period to meet the City’s standard as shown on the M&R decision tree.
Total Cost Total budget required over a five-year period.
DRAFT
Year PCI Treated PCI Untreated PM Cost Rehab Cost Cost
2023 87 55 $617,389 $11,908,293 $12,525,683
2024 83 52 $78,569 $173,109 $251,678
2025 82 49 $101,004 $96,314 $197,319
2026 80 47 $33,978 $0 $33,978
2027 78 44 $0 $0 $0
Total Cost
$13,008,657
PM Total Cost
$830,940
% PM
6.39% $12,177,717
Rehab Total Cost
Needs - Projected PCI/Cost
Summary
Printed: 11/27/2022
Town of Fairfax
Interest: 5.00% Inflation: 5.00%
Criteria: 1 MTC StreetSaver
DRAFT
Nichols Consulting Engineers, Chtd.
Needs - Preventive Maintenance Treatment/Cost Summary
This report summarizes each preventive maintenance treatment type, quantity of pavement affected, and total costs over the analysis period. It also summarizes the total quantities and costs over the next five years.
COLUMN DESCRIPTION
Treatment Type of preventive maintenance treatments needed.
Year Year in the analysis period (i.e., 2023, 2024, 2025, etc.).
Area Treated Quantities in linear feet (Seal Cracks) or square yard (Slurry Seal).
Cost Maintenance treatment cost.
DRAFT
Treatment Year Area Treated Cost
CRACK SEAL w/MICROSURFACING 2023 42,925.33 sq. yd. $440,905 2024 4,462.22 sq. yd. $47,311
2025 7,461.56 sq. yd. $82,264
2026 2,935.11 sq. yd. $33,978
Total 57,784.22 $604,457
MICROSURFACING 2023 16,808 sq. yd. $176,484
2024 2,835.22 sq. yd. $31,258
2025 1,618.89 sq. yd. $18,741
Total 21,262.11 $226,483
Town of Fairfax Needs - Preventive Maintenance
Treatment/Cost Summary
Printed:
11/27/2022
Interest: 5.00% Inflation: 5.00%
Criteria: 1 MTC StreetSaver
Total Quantity 79,046.33 $830,940
DRAFT
Nichols Consulting Engineers, Chtd.
Needs - Rehabilitation Treatment/Cost Summary
This report summarizes each rehabilitation treatment type, quantity of pavement affected, and total costs over the analysis period. It also summarizes the total quantities and costs over the next five years.
COLUMN DESCRIPTION
Treatment Type of rehabilitation treatments needed.
Year Year in the analysis period (i.e., 2023, 2024, 2025, etc.).
Area Treated Quantities in square yard.
Cost Rehabilitation treatment cost.
DRAFT
Treatment Year Area Treated Cost
2" HMA MILL & OVERLAY 2023 54,377.89 sq.yd. $2,291,703
2024 1,477.78 sq.yd. $80,687
2025 1,680 sq.yd. $96,314
Total 57,535.67 sq.yd. $2,468,704
3" SURFACE RECONSTRUCT 2023 18,064.78 sq.yd. $1,427,117 Total 18,064.78 sq.yd. $1,427,117
4" SURFACE RECONSTRUCT 2023 17,902.22 sq.yd. $1,951,342 Total 17,902.22 sq.yd. $1,951,342
6" SURFACE RECONSTRUCT 2023 5,822.22 sq.yd. $983,956
Total 5,822.22 sq.yd. $983,956
CIR w/2" HMA OVERLAY 2023 46,863.78 sq.yd. $3,582,072
Total 46,863.78 sq.yd. $3,582,072
DOUBLE MICROSURFACING w/DIGOUTS 2023 26,019.78 sq.yd. $546,415 Total 26,019.78 sq.yd. $546,415
MICROSURFACING w/DIGOUTS 2023 82,066.11 sq.yd. $1,125,688 2024 5,937 sq.yd. $92,423
Total 88,003.11 sq.yd. $1,218,110
Needs - Rehabilitation
Treatment/Cost Summary
Printed: 11/27/2022
Town of Fairfax
Interest: 5.00% Inflation: 5.00%
Criteria: 1 MTC StreetSaver
DRAFT
Total Cost $12,177,717
Appendix D
BUDGET SCENARIO RESULTS
DRAFT
Nichols Consulting Engineers, Chtd.
Scenario 1: Do Nothing
Cost Summary Report
DRAFT
Network Condition Summary Report
Town of Fairfax Scenarios - Cost Summary
Interest: 5.00% Inflation: 5.00% Printed: 11/22/2022
Scenario: PTAP 23: Scenario 1: Do Nothing
2023 $0
$0
$0
$0
$0
$0
$0 $0 $12,525,683 $0
$65,544
0%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2024 $0
$0
$0
$0
$0
$0
$0 $0 $14,549,066 $0
$1,203
0%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2025 $0
$0
$0
$0
$0
$0
$0 $0 $16,867,407 $0
$241
0%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2026 $0
$0
$0
$0
$0
$0
$0 $0 $19,001,470 $0
$1,130
0%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2027 $0
$0
$0
$0
$0
$0
$0 $0 $22,450,857 $0
$1,390
0%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
Functional Class Rehabilitation Prev. Maint. Stop Gap
Summary
Stop Gap
Funded Unmet
Arterial $0 $0 $0 $13,151
Collector $0 $0 $0 $27,528
Residential/Local $0 $0 $0 $28,829
Grand Total: $0 $0 $0 $69,508
Year PM Budget Rehabilitation Surplus PM Deferred Stop Gap Preventative
Maintenance
Criteria:
Scenarios Criteria:
1 MTC StreetSaver
DRAFT
Year Budget PM Year Budget PM Year Budget PM
2023 $0 0%
2024 $0 0%
2025 $0 0%
2026 $0 0%
2027 $0 0%
Projected Network Average PCI by Year
With Selected Treatment Treated Centerline
Miles
Treated Lane
Miles
Year Never Treated
2023 55 55 0 0
2024 52 52 0 0
2025 49 49 0 0
2026 47 47 0 0
2027 44 44 0 0
Percent Network Area by Functional Class and Condition Category Condition
Condition in base year 2023, prior to applying treatments.
Arterial Collector Res/Loc Other Total
I 7.7% 8.3% 9.9% 0.0% 25.9%
II / III 6.6% 15.1% 15.3% 0.0% 37.0%
IV 6.6% 7.2% 11.0% 0.0% 24.8%
V 1.7% 5.3% 5.3% 0.0% 12.3%
Total 22.6% 35.9% 41.5% 0.0% 100.0%
Condition
Condition in year 2023 after schedulable treatments applied.
Arterial Collector Res/Loc Other Total
I 7.7% 8.3% 9.9% 0.0% 25.9%
II / III 6.6% 15.1% 15.2% 0.0% 37.1%
IV 6.6% 7.2% 11.1% 0.0% 24.9%
V 1.7% 5.3% 5.3% 0.0% 12.3%
Total 22.6% 35.9% 41.5% 0.0% 100.0%
Condition
Condition in year 2027 after schedulable treatments applied.
Arterial Collector Res/Loc Other Total
I 5.2% 4.1% 9.1% 0.0% 18.4%
II / III 4.6% 11.1% 9.3% 0.0% 25.0%
IV 6.5% 10.7% 10.8% 0.0% 28.0%
V 6.3% 10.0% 12.3% 0.0% 28.6%
Total 22.6% 35.9% 41.5% 0.0% 100.0%
Scenarios - Network Condition Summary
Printed: 11/21/2022
Town of Fairfax
Scenario: PTAP 23: Scenario 1: Do Nothing
Interest: 5% Inflation: 5%
Criteria: MTC StreetSaver
Scenarios Criteria:
1 DRAFT
Nichols Consulting Engineers, Chtd.
Scenario 2: Existing Budget
Cost Summary Report
DRAFT
Network Condition Summary Report
Town of Fairfax Scenarios - Cost Summary
Interest: 5.00% Inflation: 5.00% Printed: 11/22/2022
Scenario: PTAP 23: Scenario 2 - $500,000/Yr
2023 $500,000
$449,980
$111,265
$0
$338,715
$0
$48,654 $1,346 $11,938,508 $0
$62,295
10%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2024 $500,000
$446,104
$109,275
$0
$336,829
$0
$51,807 $0 $13,434,622 $0
$393
10%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2025 $500,000
$444,780
$65,931
$0
$378,849
$0
$52,438 $0 $15,094,701 $0
$241
10%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2026 $500,000
$447,620
$78,839
$0
$368,781
$0
$52,062 $0 $16,633,918 $0
$361
10%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2027 $500,000
$449,047
$218,855
$0
$230,192
$0
$50,295 $0 $19,363,819 $0
$0
10%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
Functional Class Rehabilitation Prev. Maint. Stop Gap
Summary
Stop Gap
Funded Unmet
Arterial $369,352 $73,059 $0 $11,518
Collector $396,336 $128,671 $0 $25,250
Residential/Local $1,471,842 $53,526 $0 $26,521
Grand Total: $2,237,530 $255,256 $0 $63,289
Year PM Budget Rehabilitation Surplus PM Deferred Stop Gap Preventative
Maintenance
Criteria:
Scenarios Criteria:
1 MTC StreetSaver
DRAFT
Year Budget PM Year Budget PM Year Budget PM
2023 $500,000 10%
2024 $500,000 10%
2025 $500,000 10%
2026 $500,000 10%
2027 $500,000 10%
Projected Network Average PCI by Year
With Selected Treatment Treated Centerline
Miles
Treated Lane
Miles
Year Never Treated
2023 55 57 2.09 4.04
2024 52 56 1.39 2.81
2025 49 54 1.60 3.20
2026 47 53 1.35 2.63
2027 44 51 1.79 3.59
Percent Network Area by Functional Class and Condition Category Condition
Condition in base year 2023, prior to applying treatments.
Arterial Collector Res/Loc Other Total
I 7.7% 8.3% 9.9% 0.0% 25.9%
II / III 6.6% 15.1% 15.3% 0.0% 37.0%
IV 6.6% 7.2% 11.0% 0.0% 24.8%
V 1.7% 5.3% 5.3% 0.0% 12.3%
Total 22.6% 35.9% 41.5% 0.0% 100.0%
Condition
Condition in year 2023 after schedulable treatments applied.
Arterial Collector Res/Loc Other Total
I 8.7% 9.5% 13.2% 0.0% 31.4%
II / III 5.6% 13.9% 15.3% 0.0% 34.8%
IV 6.6% 7.2% 7.7% 0.0% 21.5%
V 1.7% 5.3% 5.3% 0.0% 12.3%
Total 22.6% 35.9% 41.5% 0.0% 100.0%
Condition
Condition in year 2027 after schedulable treatments applied.
Arterial Collector Res/Loc Other Total
I 8.3% 10.1% 22.1% 0.0% 40.5%
II / III 2.1% 6.2% 6.3% 0.0% 14.6%
IV 5.9% 9.7% 1.4% 0.0% 17.0%
V 6.3% 9.9% 11.7% 0.0% 27.9%
Total 22.6% 35.9% 41.5% 0.0% 100.0%
Scenarios - Network Condition Summary
Printed: 11/21/2022
Town of Fairfax
Scenario: PTAP 23: Scenario 2 - $500,000/Yr
Interest: 5% Inflation: 5%
Criteria: MTC StreetSaver
Scenarios Criteria:
1 DRAFT
Nichols Consulting Engineers, Chtd.
Scenario 3: Increase PCI by 5 Points
Cost Summary Report
DRAFT
Network Condition Summary Report
Town of Fairfax Scenarios - Cost Summary
Interest: 5.00% Inflation: 5.00% Printed: 11/22/2022
Scenario: PTAP 23: Scenario 3 - Increase PCI
by 5 Points
2023 $700,000
$628,172
$289,457
$0
$338,715
$0
$69,722 $278 $11,739,249 $0
$60,646
10%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2024 $1,000,000
$899,807
$273,710
$0
$626,098
$0
$97,306 $2,694 $12,726,198 $0
$393
10%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2025 $1,500,000
$1,330,222
$43,180
$40,377
$1,246,665
$0
$169,052 $0 $13,348,800 $0
$241
10%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2026 $1,800,000
$1,603,444
$34,729
$243,010
$1,325,704
$0
$196,299 $0 $13,483,036 $0
$0
10%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2027 $2,200,000
$1,951,914
$0
$0
$1,856,316
$95,598
$246,673 $0 $14,333,459 $0
$0
10%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
Functional Class Rehabilitation Prev. Maint. Stop Gap
Summary
Stop Gap
Funded Unmet
Arterial $2,126,188 $245,063 $0 $11,030
Collector $2,624,300 $282,169 $0 $24,357
Residential/Local $1,663,074 $251,819 $0 $25,892
Grand Total: $6,413,562 $779,051 $0 $61,280
Year PM Budget Rehabilitation Surplus PM Deferred Stop Gap Preventative
Maintenance
Criteria:
Scenarios Criteria:
1 MTC StreetSaver
DRAFT
Year Budget PM Year Budget PM Year Budget PM
2023 $700,000 10%
2024 $1,000,000 10%
2025 $1,500,000 10%
2026 $1,800,000 10%
2027 $2,200,000 10%
Projected Network Average PCI by Year
With Selected Treatment Treated Centerline
Miles
Treated Lane
Miles
Year Never Treated
2023 55 57 2.68 5.36
2024 52 57 3.24 6.36
2025 49 58 2.88 5.75
2026 47 59 3.14 6.16
2027 44 60 3.56 7.18
Percent Network Area by Functional Class and Condition Category Condition
Condition in base year 2023, prior to applying treatments.
Arterial Collector Res/Loc Other Total
I 7.7% 8.3% 9.9% 0.0% 25.9%
II / III 6.6% 15.1% 15.3% 0.0% 37.0%
IV 6.6% 7.2% 11.0% 0.0% 24.8%
V 1.7% 5.3% 5.3% 0.0% 12.3%
Total 22.6% 35.9% 41.5% 0.0% 100.0%
Condition
Condition in year 2023 after schedulable treatments applied.
Arterial Collector Res/Loc Other Total
I 9.8% 11.5% 13.8% 0.0% 35.1%
II / III 4.5% 11.9% 14.7% 0.0% 31.1%
IV 6.6% 7.2% 7.7% 0.0% 21.5%
V 1.7% 5.3% 5.3% 0.0% 12.3%
Total 22.6% 35.9% 41.5% 0.0% 100.0%
Condition
Condition in year 2027 after schedulable treatments applied.
Arterial Collector Res/Loc Other Total
I 14.2% 17.5% 23.6% 0.0% 55.3%
II / III 2.1% 5.1% 5.1% 0.0% 12.4%
IV 0.0% 3.3% 1.4% 0.0% 4.7%
V 6.3% 9.9% 11.4% 0.0% 27.6%
Total 22.6% 35.9% 41.5% 0.0% 100.0%
Scenarios - Network Condition Summary
Printed: 11/21/2022
Town of Fairfax
Scenario: PTAP 23: Scenario 3 - Increase PCI
by 5 Points
Interest: 5% Inflation: 5%
Criteria: MTC StreetSaver
Scenarios Criteria:
1 DRAFT
Appendix E
PAVEMENT CONDITION MAPS
DRAFT
Nichols Consulting Engineers, Chtd.
DRAFT
Current Network Condition - 2022
Fairfax
San Anselmo Crk
Deer Park Crk
Current PCI Condition
Printed: 11/27/2022
Town of Fairfax
Test
Feature Legend
Category I - Very Good
Category II - Good (Non-Load)
Category III - Good (Load)
Category IV - Poor
Category V - Very Poor
DRAFT
Nichols Consulting Engineers, Chtd.
Scenario 1: Do Nothing
DRAFT
Projected Street Network Condition - 2027
Fairfax
San Anselmo Crk
Deer Park Crk
Scenario PCI Condition
PTAP 23: Scenario 1: Do Nothing - 2027 Project Period - Total Rehab for 2027: $0 - Printed: 11/27/2022 Town of Fairfax
Test
Feature Legend
Category I - Very Good
Category II - Good (Non-Load)
Category III - Good (Load)
Category IV - Poor
Category V - Very Poor
DRAFT
Nichols Consulting Engineers, Chtd.
Scenario 2: Existing Budget
DRAFT
Projected Street Network Condition – 2027
Fairfax
San Anselmo Crk
Deer Park Crk
Scenario PCI Condition
PTAP 23: Scenario 2 - $500,000/Yr - 2027 Project Period - Total Rehab for 2027: $449,047 - Printed: 11/27/2022 Town of Fairfax
Test
Feature Legend
Category I - Very Good
Category II - Good (Non-Load)
Category III - Good (Load)
Category IV - Poor
Category V - Very Poor
DRAFT
Nichols Consulting Engineers, Chtd.
Scenario 3: Increase PCI by 5 Points
DRAFT
Projected Street Network Condition – 2027
Fairfax
San Anselmo Crk
Deer Park Crk
Scenario PCI Condition
PTAP 23: Scenario 3 - Increase PCI by 5 Points - 2027 Project Period - Total Rehab for 2027: $1,951,914 - Printed: 11/27/2022 Town of Fairfax
Test
Feature Legend
Category I - Very Good
Category II - Good (Non-Load)
Category III - Good (Load)
Category IV - Poor
Category V - Very Poor
DRAFT
Appendix F
SECTIONS SELECTED FOR TREATMENT – SCENARIO 2
DRAFT
Year Budget PM Year Budget PM Year Budget PM
2023 $500,000 10%
2024 $500,000 10%
2025 $500,000 10%
2026 $500,000 10%
2027 $500,000 10%
Area ID
Year:
Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2023
SCENIC ROAD REDWOOD ROAD TAMALPIAS
ROAD
SCENIC 50 580 14 8,120 A AC/AC 87 87 93 $9,473 16,575 MICROSURFACING Treatment Total $9,473
BOTHIN ROAD 1041' WEST OF
OLEMA ROAD
TOWN LIMITS BOTHIN 30 C AC/AC $40,094 9,445 MICROSURFACING w/DIGOUTS
1,031 25 25,775 68 67 77
PINE DRIVE 1900' WEST OF
LAUREL DRIVE
2760' WEST OF
LAUREL DRIVE
PINEDR 30 C AC/AC $18,729 8,321 MICROSURFACING
w/DIGOUTS
860 14 12,040 65 64 74
SCENIC ROAD BAY ROAD 200 FT W. BAY
ROAD
SCENIC 20B A AC/AC $4,667 9,605 MICROSURFACING
w/DIGOUTS
200 14 2,800 62 61 72
SIR FRANCIS DRAKE
BOULEVARD
PACHECO
AVENUE
BANK STREET SIRFRA 20 A AC $47,775 8,664 MICROSURFACING w/DIGOUTS
819 35 28,665 70 69 78
Treatment Total $111,265
HICKORY ROAD CASADE DR CYPRESS DR HICKOR 05 R AC $3,956 10,198 CRACK SEAL w/MICROSURFACING
178 20 3,560 74 74 82
MEERNA AVENUE IVY LANE HILLSIDE DRIVE MEERNA 20 C AC/AC $19,782 15,165 CRACK SEAL w/MICROSURFACING
942 18 16,956 76 76 84
SPRUCE ROAD 610 FT WEST OF
PARK ROAD
TAMALPIAS
ROAD
SPRUCE 25 C AC/AC $10,710 15,756 CRACK SEAL
w/MICROSURFACING
765 12 9,180 78 78 86
SUMMER AVENUE FOREST AVENUE DEAD END SUMMER 10 R AC/AC $4,733 10,370 CRACK SEAL w/MICROSURFACING
284 15 4,260 79 79 87
Treatment Total $39,181
BARKER AVENUE PORTEOUS
AVENUE
DEAD END BARKER 10 R AC/AC $26,220 8,786 2" HMA MILL &
OVERLAY
345 18 6,210 44 44 100
CLAUS DRIVE SIR FRANCIS
DRAKE
BOULEVARD
TAYLOR DRIVE CLAUSD 10 R AC $54,230 8,950 2" HMA MILL &
OVERLAY
494 26 12,844 42 42 100
MARINDA COURT MARINDA DRIVE DEAD END MARINC 10 R AC $22,775 8,902 2" HMA MILL &
OVERLAY
186 29 5,394 43 43 100
NAPA AVENUE PACHECO
AVENUE
DOMINGA
AVENUE
NAPAAV 10 R AC/AC $25,333 8,591 2" HMA MILL &
OVERLAY
300 20 6,000 48 47 100
PACHECO AVENUE SIR FRANCIS
DRAKE BLVD
DEAD END PACHEC 10 R AC/AC $50,329 8,520 2" HMA MILL &
OVERLAY
596 20 11,920 49 48 100
PARK ROAD BOLINAS ROAD SCHOOL
STREET
PARKRO 10 R AC/AC $59,584 8,661 2" HMA MILL &
OVERLAY
588 24 14,112 46 46 100
RIDGE ROAD SCENIC ROAD CUL-DE-SAC RIDGER 10 R AC/AC $77,824 8,657 2" HMA MILL &
OVERLAY
1,536 12 18,432 47 46 100
SAN GABRIEL COURT SAN GABRIEL
DRIVE
DEAD END SANGAC 10 R AC $22,420 9,032 2" HMA MILL &
OVERLAY
177 30 5,310 40 40 100
Interest: 5.00%
Town of Fairfax Scenarios - Sections Selected for Treatment Inflation: 5.00% Printed: 11/27/2022
Scenario: PTAP 23: Scenario 2 - $500,000/Yr
Scenarios Criteria:
** - Treatment from Project Selection 1 MTC StreetSaver DRAFT
Treatment Total $338,715
**SCENIC ROAD AZALEA AVENUE ACACIA ROAD SCENIC 05 R AC $0 0 MILL AND THICK
OVERLAY
1,165 18 20,970 29 29 100
Treatment Total $0
Year 2023 Area Total 212,548 Year 2023 Total $498,634
Area ID
Year:
Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2024
BROADWAY CLAUS DR BANK ST BROADW 10b C AC/AC $15,190 8,370 MICROSURFACING w/DIGOUTS
155 60 9,300 71 69 78
MEADOW WAY (3) MEADOW WAY (2) E END MEADOW 30 R AC $16,853 7,211 MICROSURFACING w/DIGOUTS
642 18 11,556 68 66 76
SIR FRANCIS DRAKE
BOULEVARD
BROADWAY SAN MIGUEL
COURT
SIRFRA 40 A AC $77,233 8,203 MICROSURFACING
w/DIGOUTS
939 47 44,133 71 68 77
Treatment Total $109,275
CASCADE DRIVE BOLINAS DRIVE 1285' WEST OF
BOLINAS DRIVE
CASCAD 10 C AC/AC $50,372 14,354 CRACK SEAL
w/MICROSURFACING
1,285 32 41,120 76 74 83
MANZANITA COURT MANZANITA ROAD DEAD END MANZAC 10 R AC $1,435 6,575 CRACK SEAL w/MICROSURFACING
123 10 1,230 85 83 90
Treatment Total $51,807
FORREST AVENUE SUMMER AVENUE 1230' EAST OF
SUMMER
AVENUE
FORREA 20 C AC/PCC $86,789 8,591 2" HMA MILL &
OVERLAY
1,230 14 17,220 52 50 100
LIVE OAK AVENUE MAPLE AVENU 1027' WEST OF
MAPLE AVENUE
LIVEOA 10 R AC/AC $81,955 8,126 2" HMA MILL &
OVERLAY
1,027 18 18,486 52 49 100
LIVE OAK AVENUE 1027' WEST OF
MAPLE AVENUE
DEAD END LIVEOA 20 R AC/AC $68,468 8,201 2" HMA MILL &
OVERLAY
858 18 15,444 51 48 100
MURIEL PLACE LOWER SCENIC
ROAD
DEAD END MURIEL 10 R AC/AC $45,154 8,096 2" HMA MILL &
OVERLAY
485 21 10,185 51 49 100
PARK ROAD SCHOOL STREET SPRUCE ROAD PARKRO 20 R AC $54,464 8,227 2" HMA MILL &
OVERLAY
585 21 12,285 50 48 100
Treatment Total $336,829
Year 2024 Area Total 180,959 Year 2024 Total $497,911
Area ID
Year:
Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2025
SCENIC ROAD TAMALPIAS ROAD BAY ROAD SCENIC 20A 535 14 7,490 A AC/AC 85 81 89 $9,634 11,673 MICROSURFACING
TAMALPAIS ROAD MOUNTAIN VIEW
ROAD
SCENIC ROAD TAMALP 50 590 12 7,080 A AC/AC 81 76 84 $9,107 10,528 MICROSURFACING Interest: 5.00%
Town of Fairfax Scenarios - Sections Selected for Treatment Inflation: 5.00% Printed: 11/27/2022
Scenario: PTAP 23: Scenario 2 - $500,000/Yr
Scenarios Criteria:
** - Treatment from Project Selection 2 MTC StreetSaver DRAFT
Treatment Total $18,741
PINE DRIVE 635' WEST OF
LAUREL DRIVE
1900' WEST OF
LAUREL DRIVE
PINEDR 20 C AC/AC $30,373 7,387 MICROSURFACING
w/DIGOUTS
1,265 14 17,710 66 62 72
SEQUOIA ROAD LOWER SCENIC
ROAD
SPRUCE ROAD SEQUOI 10 R AC/AC $28,337 6,992 MICROSURFACING w/DIGOUTS
974 19 18,506 70 67 76
SHERMAN AVENUE BOLINAS ROAD DOMINGA
AVENUE
SHERMA 10 R AC/AC $7,221 6,303 MICROSURFACING
w/DIGOUTS
262 18 4,716 65 61 72
Treatment Total $65,931
BOTHIN ROAD MARIN AVENUE OLEMA ROAD BOTHIN 10 C AC/AC $15,384 12,679 CRACK SEAL w/MICROSURFACING
460 26 11,960 74 71 80
CANYON ROAD CASCADE DRIVE 1017' WEST OF
CASCADE
DRIVE
CANYON 10 C AC/AC $18,314 11,973 CRACK SEAL
w/MICROSURFACING
1,017 14 14,238 76 73 81
Treatment Total $33,697
BLACKBERRY LANE CREEK ROAD FORREST AVE BLACKB 10 R AC/AC $15,920 7,735 2" HMA MILL &
OVERLAY
190 18 3,420 53 49 100
CASCADE DRIVE CANYON ROAD 890' WEST OF
CANYON ROAD
CASCAD 60 R AC/AC $74,573 7,843 2" HMA MILL &
OVERLAY
890 18 16,020 52 48 100
CENTER BOULEVARD PASTORI AVENUE 727' NORTH OF
PASTORI
AVENUE
CENTER 20 R AC $172,593 7,906 2" HMA MILL &
OVERLAY
727 51 37,077 51 47 100
FORREST AVENUE 2230' EAST OF
SUMMER AVENUE
TOWN LIMITS FORREA 40 C AC/PCC $62,975 8,211 2" HMA MILL &
OVERLAY
850 14 11,900 54 49 100
IVY LANE PORTEOUS
AVENUE
MEERNA
AVENUE
IVYLAN 10 R AC/AC $9,887 7,735 2" HMA MILL &
OVERLAY
118 18 2,124 53 49 100
WREDEN AVENUE PARK ROAD FRUSTUCK
AVENUE
WREDEN 10 R AC/AC $42,900 7,783 2" HMA MILL &
OVERLAY
576 16 9,216 53 48 100
Treatment Total $378,849
Year 2025 Area Total 161,457 Year 2025 Total $497,218
Area ID
Year:
Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2026
SCENIC ROAD 400' NORTH OF
REDWOOD ROAD
REDWOOD
ROAD
SCENIC 40 458 14 6,412 A AC/AC 88 82 90 $8,660 10,967 MICROSURFACING Treatment Total $8,660
CASCADE DRIVE 1770' WEST OF
CANYON ROAD
DEAD END CASCAD 80 R AC/AC $20,090 6,260 MICROSURFACING w/DIGOUTS
833 15 12,495 68 63 73
SIR FRANCIS DRAKE
BOULEVARD
SAN MIGUEL
COURT
OAK TREE LANE SIRFRA 50 A AC $58,749 7,469 MICROSURFACING w/DIGOUTS
870 35 30,450 76 69 78
Treatment Total $78,839
MANOR ROAD MARIN AVENUE OLEMA ROAD MANORR 10 R AC/AC $13,143 9,328 CRACK SEAL w/MICROSURFACING
393 26 10,218 76 72 81
Interest: 5.00%
Town of Fairfax Scenarios - Sections Selected for Treatment Inflation: 5.00% Printed: 11/27/2022
Scenario: PTAP 23: Scenario 2 - $500,000/Yr
Scenarios Criteria:
** - Treatment from Project Selection 3 MTC StreetSaver DRAFT
Area ID
Year:
Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2026
MEERNA AVENUE HILLSIDE DR PORTEOUS AV MEERNA 30 R AC $24,317 9,839 CRACK SEAL w/MICROSURFACING
995 19 18,905 76 72 81
VALLEY ROAD WILLIS LANE DEAD END VALLEY 10 R AC/AC $5,942 7,495 CRACK SEAL w/MICROSURFACING
330 14 4,620 81 76 85
Treatment Total $43,402
BELMONT AVENUE PASTORI AVENUE KENT AVENUE BELMON 10 R AC/AC $31,790 7,337 2" HMA MILL &
OVERLAY
271 24 6,504 55 49 100
OAK TREE LANE SIR FRANCIS
DRAKE
BOULEVARD
DEAD END OAKTRE 10 R AC/AC $70,022 7,379 2" HMA MILL &
OVERLAY
494 29 14,326 55 48 100
TOYON DRIVE OAK ROAD NORTH DEAD
END
TOYONR 10 R AC $76,347 7,413 2" HMA MILL &
OVERLAY
710 22 15,620 56 49 100
TOYON DRIVE OAK ROAD SOUTH DEAD
END
TOYONR 20 R AC $97,755 7,474 2" HMA MILL &
OVERLAY
1,000 20 20,000 55 48 100
WESTBRAE DRIVE OLEMA ROAD OLEMA ROAD WESTBR 10 R AC/AC $92,867 7,383 2" HMA MILL &
OVERLAY
760 25 19,000 55 48 100
Treatment Total $368,781
Year 2026 Area Total 158,550 Year 2026 Total $499,682
Area ID
Year:
Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2027
TAMALPAIS ROAD 1050' SOUTH OF
SCENIC ROAD
BERRY TRAIL TAMALP 30 812 16 12,992 A AC/AC 93 84 91 $18,424 9,091 MICROSURFACING
TAMALPAIS ROAD BERRY TRAIL MOUNTAIN VIEW
ROAD
TAMALP 40 835 15 12,525 A AC/AC 93 84 91 $17,762 9,091 MICROSURFACING Treatment Total $36,185
CYPRESS DRIVE 935' NORTH OF
LAUREL
LAUREL DRIVE CYPRES 50 C AC/AC $51,429 6,367 MICROSURFACING w/DIGOUTS
1,700 16 27,200 69 61 71
GLEN DRIVE 1260' NORTH OF
SFD BLVD
TOWN LIMIT GLENDR 20 C AC/AC $90,758 8,205 MICROSURFACING w/DIGOUTS
1,200 40 48,000 75 69 78
RIDGEWAY AVENUE LIVE OAK AV END RIDGEW 10 R AC/AC $36,465 6,754 MICROSURFACING w/DIGOUTS
1,350 16 21,600 73 68 77
ROCCA DRIVE TAYLOR DRIVE TAYLOR DRIVE
AT SADY LANE
ROCCAD 20 R AC/AC $40,203 6,151 MICROSURFACING
w/DIGOUTS
1,701 14 23,814 69 63 73
Treatment Total $218,855
MARIN ROAD OLEMA ROAD MANOR ROAD
(AROUND
CIRCLE)
MARINR 10 C AC/AC $14,110 8,761 CRACK SEAL
w/MICROSURFACING
398 25 9,950 83 76 84
Treatment Total $14,110
Interest: 5.00%
Town of Fairfax Scenarios - Sections Selected for Treatment Inflation: 5.00% Printed: 11/27/2022
Scenario: PTAP 23: Scenario 2 - $500,000/Yr
Scenarios Criteria:
** - Treatment from Project Selection 4 MTC StreetSaver DRAFT
Area ID
Year:
Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2027
CRESCENT CIRCLE OAK TREE LANE DEAD END CRESCE 10 R AC/AC $49,263 7,002 2" HMA MILL &
OVERLAY
331 29 9,599 57 49 100
Treatment Total $49,263
SCENIC ROAD TAMALPIAS ROAD UPPER SCENIC
ROAD
SCENIC 60 A AC $180,928 6,128 CIR w/2" HMA
OVERLAY
1,145 15 17,175 53 41 100
Treatment Total $180,928
Year 2027 Area Total 182,855 Year 2027 Total $499,342
Grand Total Section Area: 896,369 Grand Total $2,492,787 Interest: 5.00%
Town of Fairfax Scenarios - Sections Selected for Treatment Inflation: 5.00% Printed: 11/27/2022
Scenario: PTAP 23: Scenario 2 - $500,000/Yr
Scenarios Criteria:
** - Treatment from Project Selection 5 MTC StreetSaver DRAFT
Appendix G
QUALITY MANAGEMENT REPORT
DRAFT
City of Fairfax PTAP 23
Quality Management Report
Street ID Section ID Street Name Begin Location End Location Functional Class PCI Date PCI Re-inspected PCI
ALDERC 10 ALDER COURT LANDSDALE AVE DEAD END R 9/10/2022 70 70 BELLEA 20 BELLE AVENUE KENT AVENUE TOWN LIMITS R 9/9/2022 82 82 BOTHIN 20 BOTHIN ROAD OLEMA ROAD
1041' WEST OF OLEMA
ROAD C 8/29/2022 62 61
CASCAD 40 CASCADE DRIVE MEADOW WAY
690' WEST OF MEADOW
WAY R 8/30/2022 61 61
CASCAD 80 CASCADE DRIVE
1770' WEST OF
CANYON ROAD DEAD END R 8/30/2022 68 68
CENTER 20 CENTER BOULEVARD PASTORI AVENUE
727' NORTH OF
PASTORI AVENUE R 8/30/2022 52 52
CENTER 30 CENTER BOULEVARD
727' NORTH OF
PASTORI AVENUE PACHECO AVENUE R 8/30/2022 32 31
CYPRES 40 CYPRESS DRIVE
1700' NORTH OF
LAUREL DRIVE
935' NORTH OF LAUREL
DRIVE C 9/9/2022 37 51
DOMING 10 DOMINGA AVENUE CREEK ROAD BRIDGE COURT C 8/29/2022 29 29 FORREA 20 FORREST AVENUE SUMMER AVENUE
1230' EAST OF SUMMER
AVENUE C 8/30/2022 55 53
FRUSTU 10 FRUSTUCK AVENUE PARK ROAD WRENDEN AVENUE C 9/9/2022 26 56 HILLSI 50 HILLSIDE DRIVE CREST ROAD DEAD END C 8/30/2022 23 40 INYOAV 10 INYO AVENUE PACHECO AVENUE END R 8/29/2022 15 15 LIVEOA 10 LIVE OAK AVENUE MAPLE AVENU
1027' WEST OF MAPLE
AVENUE R 9/10/2022 21 52
MARIND 10 MARINDA DRIVE
SIR FRANCIS DRAKE
BOULEVARD SAN GABRIEL DRIVE C 9/10/2022 41 37
MURIEL 10 MURIEL PLACE LOWER SCENIC ROAD DEAD END R 8/29/2022 48 52 OAKROA 10 OAK ROAD LAUREL DRIVE TOYON DRIVE R 9/9/2022 13 11 OLEMAR 20 OLEMA ROAD MARIN ROAD TOWN LIMITS C 8/29/2022 51 51 SANGAD 10 SAN GABRIEL DRIVE MARINDA DRIVE
1148' EAST OF MARINDA
DRIVE C 9/10/2022 21 26
SIRFRA 60
SIR FRANCIS DRAKE
BOULEVARD OAK TREE LANE OAK MANOR DRIVE A 9/9/2022 35 34 TAMALP 60 TAMALPAIS ROAD SCENIC ROAD DEAD END A 9/9/2022 23 36 TOYONR 10 TOYON DRIVE OAK ROAD NORTH DEAD END R 9/9/2022 56 56 VISTAW 10 VISTA WAY SAN GABRIEL DRIVE DEAD END R 9/10/2022 41 32 WILLIS 10 WILLIS LN FRUSTUCK AV END R 9/10/2022 38 16
WREDEN 10 WREDEN AVENUE PARK ROAD FRUSTUCK AVENUE R 9/9/2022 51 53 FC (Functional Classification): A (Arterial), C (Collector), R (Residential/Local) 1 DRAFT