Belmont City Council
April 8, 2025

Update on Belmont's Pavement Management Program - Staff Report

STAFF REPORT
Meeting Date: April 8, 2025
Agency: City of Belmont
Staff Contact: Nisha Patel, Public Works Director, (650)-595-7459, [email protected]; Daniel Matthews, Assistant Civil Engineer, (650)-637-2985, [email protected]
Agenda Title: Update on Belmont’s Pavement Management Program Agenda Action: For Information Only
Recommendation
Receive an update on Belmont’s Pavement Management Plan and the condition of Belmont’s roadways, following the completion of our Pavement Distress Survey. This is an information report, and no action is required.

Strategic Focus Area
Infrastructure and Mobility
Background
In November 2016, Belmont voters approved the Belmont Streets and City Services Measure (Measure I), a ½ cent general sales tax that generates approximately $1.3 million annually for local infrastructure.

In 2017, the Governor signed into law Senate Bill (SB) 1, which is funded by the Road Maintenance and Rehabilitation Account (RMRA). SB 1 generates revenue from a statewide gas tax among other sources and provides cities with additional funding for basic road maintenance, rehabilitation, and critical safety needs. Following the implementation of Measure I and Senate Bill 1, the City created and implemented a Five Year Pavement Plan to inform Capital Improvement Program (CIP) Projects related to pavement between 2019 and 2023. In 2024, staff created an updated Five-Year Pavement Plan to inform CIP Projects between 2024 and 2029. Through the implementation of Measure I and SB 1, as well as the creation and implementation of the City’s Five Year Pavement Plans, Belmont has dramatically improved its roadway condition over the last eight years.

In order to understand and track the condition of the City’s roadway infrastructure and remain eligible for state and regional grant funds, the City participates in the Pavement Technical Assistance Program (PTAP) of the Metropolitan Transportation Commission (MTC). The City participated in PTAP Cycle 25, and received grant funding to conduct a distress survey of its roadway infrastructure throughout 2024 with the assistance of Pavement Engineering Inc. These surveys are based on the Pavement Condition Index (PCI) which uses a rating system of 0-100 to give an overall indication of the pavement condition, where 100- 70 is Good, 69-60 is Fair, 59-50 is At-Risk, 49-25 is Poor, and 24-0 is Failed.

Utilizing this data, the City plans for future years’ projects by employing ‘Critical Point Management’ to select project streets. Critical Point Management recognizes that pavements require different types of 300

Update on Belmont's Pavement Management Program - Staff Report treatments at different times along their deterioration cycle. The idea is to select and schedule the pavement’s needed treatment before the pavement deteriorates to a point where the next, more aggressive treatment is required (see Figure 1). This method is both fiscally responsible and effective at improving the City’s overall roadway network condition, given a certain annual investment.

Figure 1 - Pavement Deterioration Curve with Critical Point Management points included By following the guiding principles of Critical Point Management and with consistent investment and monitoring of our infrastructure, the City has successfully raised its overall Pavement Condition Index (PCI) from 59 in 2018 to 71 overall in 2024 (see Table 1).

Analysis
The City of Belmont has made significant investments in its roadway infrastructure over the past decade, averaging $2.2M per year between 2018 and 2024. Steady investments, funded by SB 1 and Measure I, have translated to significant improvements in Belmont’s overall roadway condition (see Figure 2). Better experience is being provided on all three classifications of roadway: arterial (major thoroughfares such as Ralston Avenue and Alameda de las Pulgas), collectors (primary feeder roadways for neighborhoods such as Hallmark Drive or Hiller Street), and residential roadways (see Table 1).

Table 1 - Comparison Between 2014 PCI and 2024 PCI by Roadway Type Functional
Classification
Centerline Miles Average 2014 PCI Average 2024 PCI
Arterial 12.7 67 70 (+3)
Collector 9.9 60 76 (+16)
Residential 48.0 52 69 (+17)
Network Weighted Average 56 71 (+15)
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Update on Belmont's Pavement Management Program - Staff Report Figure 2 - Spending Per Year versus Pavement Condition Index with Average Spending Shown Although the City has already invested heavily into our roadway infrastructure, challenges still present themselves, specifically around the rising costs of construction. The rising costs of materials and labor, along with additional regulatory requirements stemming from the stormwater Municipal Regional Permit (MRP) and the Americans with Disabilities Act (ADA), have driven the actual cost of construction work up sharply. Since the City’s 2022 Pavement Management Program update, it is estimated that the unit cost for construction has risen up to 50% (see Table 2). As costs are anticipated to continue rising, it is crucial that the City continues to invest in our roadway infrastructure now to avoid additional costs later on.

Table 2 - Cost Per Square Yard of Treatment in 2022 vs. 2025 Treatment Type 2022 PTAP Projection (per sq. yard) 2025 PTAP Projection (per sq. yard) Crack Seal* (Cost is per linear foot) $ 1.50 $ 2.25
Light Maintenance $ 4.75 $ 7.11
Heavy Maintenance $ 10.75 $ 16.11
Light Rehabilitation $ 37.00 $ 55.44
Heavy Rehabilitation $ 59.00 $ 88.47
Construction $ 161.25 $ 241.92
As a part of the PTAP Report, the City analyzed different spending scenarios over time to provide an 50 55
60 65
70 75
$0
$500,000
$1,000,000
$1,500,000
$2,000,000
$2,500,000
$3,000,000
$3,500,000
$4,000,000
$4,500,000
2015 2016 2017 2018 2019 2020 2021 2022 2023 2024
Pavement Condition Index (PCI)
Spending per Year (Construction Cost Only)
City of Belmont Spending Per Year vs. Pavement Condition Index (PCI)
Annual Spending
Average Annual Spending ($2,197,408)
PCI
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Update on Belmont's Pavement Management Program - Staff Report insight for our pavement management plan within available resources (see Figure 3). To maintain its current PCI, the City would need to spend approximately $4.9M/Yr. This figure includes design, construction, and construction management. At current spending levels and projected costs, pavement conditions will deteriorate over time. Given our budgetary constraints, the City will leverage pavement investment modeling to evaluate the most cost-effective strategies for maintaining or improving the PCI while ensuring fiscal responsibility. This approach allows staff to prioritize investments that yield the greatest benefit, balancing immediate maintenance needs with long-term sustainability. Continued and increased investments, when feasible, will further enhance the City's ability to preserve roadway conditions and extend pavement lifespan.

Figure 3 - Five Scenarios Projecting PCI based on Annual Spending The City will again participate in PTAP in 2026, following the completion of both the 2025 Pavement Rehabilitation Project and the 2026 Pavement Rehabilitation Project. In coordination with the completion of the next PTAP cycle, Public Works will update the Five-Year Pavement Plan (2024-2029) last updated in 2024 to continue guiding investment in our roadway infrastructure. Staff will continue to analyze funding scenarios to determine the most efficient allocation of resources within existing budgetary limitations. Any recommendations for increased investment will be considered within the broader context of the City's financial outlook. Staff will continue to monitor funding levels and provide updates on pavement management strategies as part of the City’s annual Capital Improvement Program. 303

Update on Belmont's Pavement Management Program - Staff Report Alternatives

1. Take No Action

2. Provide staff with alternative direction
Attachments
A. 2024 PMP Update – PTAP Round 25 Report
B. Pavement Management Program Status Update Presentation Fiscal Impact
☒ No Fiscal Impact
Receiving an update on the pavement management program has no direct fiscal impact. The update provides a roadmap to allocate resources. Funding for streets infrastructure comes from various sources, such as grants, State and County tax funding, and Measure I. Capital projects are incorporated into the annual five-year Capital Improvement Plan (CIP) process and subject to City Council approval.
☐ Funding Source Confirmed:

Source: Purpose: Public Outreach:

Staff Council Vision/Priority Posting of Agenda
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CITY OF BELMONT
You can ride on our reputation
Pavement Engineering Inc.
2024 PMP Update
PTAP Round 25
Final Report
March 2025
305

THE CITY OF BELMONT
2024 Pavement Management Program Update (PTAP-25)
Table of Contents
Section Description
I. Executive Summary
Introduction
Work Performed
Findings
Budget Analysis
Conclusions and Recommendations
II. Background
Pavement Design Basics
Pavement Deterioration
Typical Pavement Defects
Pavement Maintenance Treatments
Pavement Rehabilitation Treatments
III. Pavement Management Program Specifics
Background (StreetSaver)
Program Assumptions
Pavement Maintenance & Rehabilitation (M&R) Units Costs Annual Pavement Maintenance/ Rehabilitation Program
Visual Evaluations
Program Updates
IV. Reference Reports
PCI Condition Map
Data Quality Management Report
Street Name Alphabetical Listing
Street List PCI High to Low
Appendix A Summarized System Information
Network Summary Statistics
Network Replacement Cost
Decision Tree
Appendix B Budget Scenarios
Needs Analysis & Zero Budget
Increase PCI by 5
Maintain 71 PCI
Current Budget (Avg. $2M/Yr)
Appendix C Definitions
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Section I
Executive Summary
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EXECUTIVE SUMMARY
The City of Belmont currently maintains approximately 71 centerline miles of roads representing 9,904,175 square feet of pavement with a replacement value of approximately $619,915,000 as calculated by StreetSaver®.

Pavement Engineering Inc. (PEI) updated all the streets in the City’s Pavement Management Program, using the Metropolitan Transportation Commission's (MTC) StreetSaver® program. The purpose of a Pavement Management Program is to track inventory, store work history and furnish budget estimates to optimize funding for improving the city’s pavement system.

INTRODUCTION
A Pavement Management Program has several distinctive uses:
• As a budgeting tool, a Pavement Management Program uses treatment costs that are based on recently bid projects, by the participating agency, so that budgets reflect historical costs for the area.
• As an inventory tool, a Pavement Management Program provides a quick and easy reference for pavement areas and use.
• As a pavement condition record, a Pavement Management Program provides age, load-related, non-load related and climate-related pavement condition and deterioration information. The Pavement Management Program uses pavement deterioration curves, based on nationwide research, which allow the program to predict a pavement’s future condition.

A Pavement Management Program is not capable of providing detailed engineering designs for a street. The Pavement Management Program instead helps the user identify candidate streets for potential repair and maintenance. Project level pavement analysis and engineering is an essential feature of future pavement maintenance and rehabilitation projects. Additional investigation, or project level analysis, can optimize the City’s pavement management dollars. Project level engineering examines the pavements in significantly more detail than the visual evaluation required for the Pavement Management Program Update and optimizes designs for all of the peculiar constraints of a set of project streets.
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WORK PERFORMED
Pavement Distress Survey and Database Update
For this update, PEI performed inspections on approximately 71 centerline miles of road.

Field inspections were completed in October 2024.

PEI measured the following distress types as part of our review: alligator cracking (fatigue), block cracking, distortions, longitudinal & transverse cracking, patching & utility cut patching, rutting / depressions, weathering, and raveling. All the collected data was entered into the City’s StreetSaver® database.

As part of our field review, all the streets were measured to confirm lengths and widths.

Lengths were measured using a vehicle-mounted electronic measuring device and widths were measured using a hand-held measuring wheel. Measurement discrepancies were tabulated and reviewed with the City to determine if corrections were needed.

PEI performed a quality control (QC) check on our work. PEI’s QC check consists of performing a field review of any street segment where the PCI showed a decrease of 3 or more points per year, or an increase of 1 PCI without a documented M&R treatment, when compared to the last inspection for the same road segment in the StreetSaver® database. Each segment in the QC process was visually reviewed to determine if the StreetSaver® calculated PCI was representative of the observed overall pavement condition for that road segment. Variations found were re-inspected by a Senior Engineering Technician, or the Project Manager, and the segments’ PCI was recalculated.

FINDINGS
The updated Pavement Management Program showed that the City's overall average PCI is 71.

The breakdown by functional classification is as follows:

Functional
Classification
Centerline
Miles Lane Miles
Pavement
Area
(sq. ft.)
Percent of
System Average PCI
Arterial 12.73 24.41 2,013,560 20.33% 70
Collector 9.89 19.93 1,452,262 14.66% 76
Residential 47.95 95.26 6,438,353 65.01% 69
Totals 70.57 139.60 9,904,175 100% 71
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The pie graph below shows the percentage of each functional classification, by area.

The bar graph below shows the City’s street system broken down into 10-point PCI ranges.

Arterials
2,013,560
Collectors
1,452,262
Residentials
6,438,353
100-91 90-81 80-71 70-61 60-51 50-41 40-31 30-21 20-11 10-0

19.03%

21.62%

24.19%

9.95%

6.13%

5.20% 5.09%

4.20% 3.82%

0.77%
Area (SqFt)
PCI Range
Total System by Functional Class by PCI
Arterials Collectors Residentials
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The breakdown by Condition Category and corresponding PCI range is shown below:

Condition Category Breakdown
Condition PCI Range % Of Total Square Feet
Excellent 100-91 19.03% 1,865,010
Good 90-71 45.81% 4,537,213
Fair 70-51 16.08% 1,592,932
Poor 50-31 10.29% 1,019,178
Failed 30-0 8.78% 869,842
The analysis shows that 61.89% of the City's pavement are in Good to Fair condition, and 19.07% are in Poor to Failed condition.

Details of each street segment are provided in Section IV: Reference Reports.

BUDGET ANALYSIS
StreetSaver® uses a decision tree to model the decision-making process that agencies follow to select a maintenance or rehabilitation strategy. The decision tree contains "branches" for each functional classification, surface type and condition category.

Jurisdictions can outline their maintenance and rehabilitation strategy by choosing a treatment for each branch.

The treatments listed in the decision tree are generalized to provide a range of treatments.

Typical treatments within each generalized treatment range are listed below. The exact treatment would need to be determined during the design phase of the project.

StreetSaver® assigns a treatment action and estimated cost to each street segment based on the pavement's current PCI.
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Treatment Category Typical Treatment
Light Maintenance • Slurry Seal or Micro-Surface
• Fog Seal or Scrub Seal
Heavy Maintenance
• Chip Seal, Cape Seal
• Slurry Seal or Micro-Surface with Digouts
• Thin Maintenance Overlay (TMO)
Light Rehab. • Overlay (2” and under) or Thin Mill and Fill Heavy Rehab.
• Overlay (greater than 2”) or Thick Mill and Fill
• Cold-In-Place Recycling
• Full Depth Reclamation
• Pulverize and Resurfacing
Reconstruct • Full Section Reconstruction
Decision Tree Unit Prices
As a minimum, recent bid tabulations should be used to determine the appropriate unit costs. Further, the unit costs include other costs such as design, construction management, contingencies or other related construction costs (ADA ramps, curb & gutters, striping etc.) to form a more comprehensive unit cost for the selected treatments.

For the City of Belmont, the unit costs on the following table were used:

Treatment Arterial Collector Residential
Cost/ Sq Yd
Crack Seal ($$/LF) $2.97 $2.97 $2.97
Light Maintenance $12.38 $9.90 $9.41
Heavy Maintenance $39.19 $37.66 $33.04
Light Rehab $126.80 $122.96 $113.74
Heavy Rehab $268.20 $230.55 $181.36
Reconstruct $736.98 $622.47 $495.67
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For this update, PEI analyzed several scenarios, which are summarized below:

Budget Scenario Projections
PEI generated Five (5) scenario projections which are represented graphically below:

A summary of each of the scenario projections are as follows:

Scenario 1: Unconstrained Budget/ Funds Needed to obtain Optimum PCI ($77.6M for Year 1, $2M/Yr Avg. for Years 2-5.)
Scenario 2: Amount of funding to increase PCI by 5 (Avg. $10.6M/Yr.) Scenario 3: Amount of funding to maintain PCI of 71 (Avg. $4.9M/Yr.) Scenario 4: Impact of the current funding amount ($2M/Yr.) the current PCI would decline from 71 to 66, a 5 point overall drop.

Scenario 5: Represents the impact to the PCI if Zero dollars are spent The full report for the various budget scenarios can be found in Appendix B. 84 76
71 66
71 62
60 65
70 75
80 85
90 2024 2025 2026 2027 2028 2029
PCI Range
Year
5 Year Projections
(S1) System Needs
$77.6M/Yr 1,
$2M/Yr 2-5 Avg.
$85.6M Total
(S2) Increase PCI by 5
Avg. $10.6M/Yr
$53.1M Total
(S3) Maintain PCI
Avg. $4.9M/Yr
$24.3M Total
(S4) Current Funding
Avg. $2M/Yr
$10M Total
(S5) Zero Budget
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Budget Consequences
The following graphs illustrate the consequences to the City’s overall weighted PCI and Deferred Maintenance Amount, based on the scenario projections:

At the current funding level of $2M/Yr., the PCI of the entire system will deteriorate from 71 to 66, an 5 PCI point drop over the next 5 years. In addition, the backlog of deferred maintenance will grow from $75.6 million to $105.8 million, an increase of 40%. $75.6M $83.7M $86.7M $95.8M $105.8M
72 70
69 67
66 60
65 70
75 80
$-
$25.0
$50.0
$75.0
$100.0
$125.0
2025 2026 2027 2028 2029
PCI
Deferred Maintenance
($ Millions)
Year
Current Funding (Avg. $2M/Yr)
Deferred Maintenance vs. PCI
Deferred Maintenance Pavement Condition Index
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To maintain the current PCI of 71, it is projected that an average funding level of $4.9M/Yr is necessary. At this funding level the backlog of deferred maintenance grows from $77.6 million to $91.6 million, an increase of 18%.

To increase the PCI 5 points from 71 to 76, it is projected that an average funding level of $10.6M/YR is necessary. At this funding level the backlog of deferred maintenance shrinks from $75.6 million to $62.6 million, a decrease of 17%. $77.6M $83.8M $81.0M $82.2M $91.6M
71 71 71 71 71
60 65
70 75
80 $-
$25.0
$50.0
$75.0
$100.0
$125.0
2025 2026 2027 2028 2029
PCI
Deferred Maintenance
($ Millions)
Year
Scenario 3 - Maintain 71 PCI (Avg. $4.9M/YR)
Deferred Maintenance Pavement Condition Index
$75.6M $76.1M $64.8M $58.3M $62.6M
72 73
74 75
76 60
65 70
75 80
$-
$25.0
$50.0
$75.0
$100.0
$125.0
2025 2026 2027 2028 2029
PCI
Deferred Maintenance
($ Millions)
Year
Scenario 4 - Increase PCI by 5 (Avg. $10.6M/YR)
Deferred Maintenance Pavement Condition Index
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CONCLUSIONS AND RECOMMENDATIONS
This Executive Summary provides a review of the 2024 Pavement Management Program Update performed by PEI. PEI inspected all road segments in the City of Belmont. The average overall PCI for the City is 71. 61.89% of the City's pavement is in Good to Fair condition.

To maintain the system at its current overall PCI of 71, the City will need to spend an average of $4.9 million annually over the next 5 years. Maintaining the current funding level of approximately $2 million annually will result in a PCI loss of 5 points in 5 years to a PCI of 66.

A review of the City’s street system, by functional classification, shows that the Collector streets have the Highest average PCI of 76, the Arterial streets have an average PCI of 70, and the Residential streets have an average PCI of 69. As a general rule, agencies typically try to keep their arterials in the best condition because they carry the bulk of the traffic and loading, followed by collectors, then the residential/ local streets.

Moving forward, PEI recommends the City carefully evaluate the overall annual budget to determine the amount it wants to commit to pavement maintenance and rehabilitation projects. We recommend the City set priorities for each functional classification and perhaps certain streets within each classification.

This Pavement Management Program will assist the City in its efforts to monitor treatments and track their effectiveness and help the City in setting future priorities and treatment policies. To ensure the city is evaluating accurate data, PEI recommends that the city start an evaluation rotation which includes reviewing all of the streets every 2-3 years. As the City maintains and updates its Pavement Management Program, the program will become a valuable tool in its efforts to maximize performance and minimize the spending for pavements.
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Section II
Background
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BACKGROUND
This section is intended to introduce important pavement design definitions and calculations as a background for understanding the Pavement Management Program (PMP) assumptions.

PAVEMENT DESIGN BASICS
Pavements are a structural support system generally considered to act like a beam. But unlike beams in buildings, which generally have static loads, the pavement structure is flexed many times from traffic loading. Cars and light trucks have little impact on the pavement structure. Larger/Heavier trucks have very significant impacts on the pavement due to the high axle weights. The impact of trucks is measured in equivalent single 18,000-pound axle loads (EALs). The total EALs are converted into a design Traffic Index (TI). As an example, a design TI of 5 is equal to 7,160 EALs. A Design TI of 8 is equal to 372,000 EALs. Therefore, the design TI is the total number of EALs that the pavement will support before it begins to fail, regardless of the passage of time. Normally for a new pavement, the EALs over a 20-year period are used. For rehabilitation treatments such as overlays, 10 years is generally used.

The other element of pavement design is the support of the beam. The support is provided by the sub-grade soils. The support value is designated by the R-value test.

Using the design TI and R-value, the pavement designer chooses various materials to construct the structural section. The most common pavement section is a thin layer of asphalt concrete over aggregate base(s). Many options are available depending on specific project requirements and conditions.

The Design Life of a pavement is the period of time that a pavement is engineered, or planned, to perform at a satisfactory level. The Service Life of a pavement is the actual amount of time that a pavement performs at that satisfactory level. The design methods used in California are based on a 50 percent reliability rate. So, the average service life, of all pavements constructed using those design procedures, will be the design life. This generally means that about half of the pavements will not last the full design life and the other half will last longer than the design life. Therefore, the expected service life of a pavement is generally expressed in a range of years. For a pavement with a 20-year design life, the expected service life of that pavement will be 17 to 23 years.

PAVEMENT DETERIORATION
Pavement deteriorates from two processes, Fatigue and Aging, which occur simultaneously. In a well-designed and constructed pavement, the two processes result in the need to rehabilitate the pavement at approximately the same time. This is called the design life. The design life for most new pavements is 20 years. Each deterioration process has its own set of pavement defects, which are related to the process. 318
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Fatigue
The first deterioration process, fatigue, is caused by heavy axle loads. As the pavement structure flexes or bends from heavy wheel loads, the asphalt concrete layer’s ability to flex is consumed. With enough bending, the asphalt concrete layer begins to break at the bottom. These cracks progress upward until they reach the surface and appear as alligator cracking. These areas are repaired by removal and replacement of the asphalt concrete in the affected areas. These repairs are commonly called digouts.

As the pavement structure, its supporting soils, and the precise loading from wheel loads vary, so does the time it takes for alligator cracking to appear. As alligator cracking appears, the pavement should be repaired with digouts. Generally, when the total cumulative quantity of digouts reaches approximately 10 percent, or more, of the total area, the pavement is considered to have reached its service life and requires major rehabilitation.

Aging
The major element of the pavement structure that ages is the asphalt concrete layer. To a minor extent, aggregate bases can age if contaminated by fine soil particles, which are transported from the subsoil into the aggregate base.

Asphalt Concrete (AC) pavement is composed of aggregates and asphalt binder. The aggregates used are generally of fair quality and will experience some breakdown over time. Aggregate aging problems need to be addressed with maintenance treatments. As the asphalt binder ages, it loses volume through the loss of volatile components in the asphalt. As the volume decreases, or shrinks, the pavement will progressively crack from the resulting tensile strain in the layer. Normally, these cracks first show up as transverse cracks. They also show up in weak areas, such as paving joints. These cracks widen and increase over time until the pavement has a checkerboard appearance.

The aging process also causes the pavement to become more brittle. The increased stiffness results in additional cracking from loaded vehicles. This load induced cracking from the brittleness of the asphalt concrete is very similar to fatigue cracking in appearance.

The major agent for deterioration of the asphalt concrete binder is oxygen, whose carrier is water. Water enters the pavement either from the surface or as water vapor from underneath.

TYPICAL PAVEMENT DEFECTS
StreetSaver® identifies eight different Asphalt Concrete distress types. These are:

1. Alligator Cracking (Fatigue)

2. Block Cracking

3. Distortions

4. Longitudinal and Transverse
Cracking

5. Patching and Utility Cut Patching

6. Rutting and Depression

7. Raveling

8. Weathering
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These defects are common to virtually the entire pavement as aging progresses.

For purposes of understanding the levels of these distresses, the condition level descriptions from the ASTM D6433 “Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys” are included herein:

Alligator Cracking (Fatigue)
Description:

Alligator or fatigue cracking is a series of interconnecting cracks caused by fatigue failure of the asphalt concrete surface under repeated traffic loading. Cracking begins at the bottom of the asphalt surface (or stabilized base) where tensile stress and strain are highest under wheel load. The cracks propagate to the surface initially as a series of parallel longitudinal cracks. After repeated traffic loading, the cracks connect, forming many sided, sharp-angled pieces that develop a pattern resembling chicken wire or the skin of an alligator. The pieces are generally less than 0.6 m (2 ft) on the longest side.

Alligator cracking occurs only in areas subjected to repeated traffic loading, such as wheel paths. Therefore, it would not occur over an entire area unless the entire area were subject to traffic loading (pattern-type cracking that occurs over an entire area not subjected to loading is called “block cracking,” which is not a load-associated distress).

Severity Levels:

L Fine, longitudinal hairline cracks running parallel to each other with no, or only a few interconnecting cracks. The cracks are not spalled.

M Further development of light alligator cracks into a pattern or network of cracks that may be lightly spalled.

H Network or pattern cracking has progressed so that the pieces are well defined and spalled at the edges, with some pieces rocking under vehicle traffic.

Image 1: Alligator Cracking
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Block Cracking
Description:

Block cracks are interconnected cracks that divide the pavement into approximately rectangular pieces. The blocks may range in size from approximately 0.3 by 0.3 m (1 by 1 ft) to 3 by 3 m (10 by 10 ft). Block cracking is caused mainly by shrinkage of the asphalt concrete and daily temperature cycling (which results in daily stress/strain cycling). It is not load-associated. Block cracking usually indicates that the asphalt has hardened significantly. Block cracking normally occurs over a large portion of the pavement area, but sometimes will occur only in non-traffic areas. This type of distress differs from alligator cracking in that alligator cracks form smaller, many-sided pieces with sharp angles. Also, unlike block cracks, alligator cracks are caused by repeated traffic loadings and therefore found only in traffic areas (i.e., wheel paths).

Severity Levels: (*See definitions of longitudinal transverse cracking.) L Blocks are defined by low-severity* cracks.

M Blocks are defined by medium-severity* cracks.

H Blocks are defined by high-severity* cracks.

Image 2: Block Cracking
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Distortions
Description:

Distortions are usually caused by corrugations, bumps, sags and shoving. They are localized abrupt upward or downward displacements in the pavement surface, a series of closely spaced ridges and valley or localized longitudinal displacements of the pavement surface. Distortions affect ride quality.

Severity Levels:

L Distortion produces vehicle vibrations, which are noticeable, but no reduction in speed is necessary for comfort or safety and/or individual distortions cause the vehicle to bounce slightly but create little discomfort.

M Distortion produces vehicle vibrations, which are significant, and some reduction in speed is necessary for safety and comfort.

H Distortion produces vehicle vibrations, which are so excessive that speed must be reduced considerably for safety and comfort.

Image 3: Distortions
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Longitudinal and Transverse Cracking (Non-PCC Slab Joint Reflective) Description:

Longitudinal cracks are parallel to the pavement’s centerline or laydown direction. They may be caused by:

1. A poorly constructed paving lane joint.

2. Shrinkage of the AC surface due to low temperature or hardening of the asphalt and/or daily temperature cycling.

3. A reflective crack caused by cracking beneath the surface course, including crack in PCC slabs.

4. Decreased support or thickness near the edge of the pavement.

Transverse cracks extend across the pavement at approximately right angles to the pavement centerline or direction of laydown. These may be caused by conditions (2) and (3) above. These types of cracks are not usually load-associated.

Severity Levels:

L One of the following conditions exists:
(1) Non-filled crack where the width is less than 10 mm (3/8 in.) or (2) filled crack of any width, where crack filler in satisfactory condition.

M One of the following conditions exists:
(1) non-filled crack width is greater than or equal to 10 mm and less than 75 mm (3/8 to 3 in.)
(2) non-filled crack is less than or equal to 75 mm (3 in.) surrounded by light and random cracking, or
(3) filled crack is of any width surrounded by light random cracking.

H One of the following conditions exists:
(1) any crack filled or non-filled surrounded by medium or high severity random cracking,
(2) non-filled crack greater than 75 mm (3 in.) or
(3) A crack of any width where approximately 100 mm (4 in.) of pavement around the crack is severely broken.

Image 4: Longitudinal and Transverse Cracking
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Patching and Utility Cut Patching
Description:

A patch is an area of pavement that has been replaced with new material to repair the existing pavement. A patch is considered a defect no matter how well it is performed (a patched area or adjacent area usually does not perform as well as an original pavement section). Generally, some roughness is associated with this distress.

Severity Levels:

L Patch is in good condition and satisfactory. Ride quality* is rated as low severity or better.

M Patch is moderately deteriorated and/or ride quality* is rated as medium severity.

H Patch is badly deteriorated and/or ride quality* is rated as high severity.

Needs replacement soon.
*Ride quality is defined in the severity levels of distortions.

Image 5: Patching and Utility Cut Patching
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Rutting and Depressions
Description:

A rut is a surface depression in the wheel paths. Pavement uplift may occur along the sides of the rut, but in many instances, ruts are noticeable only after a rainfall when the paths are filled with water. Rutting stems from a permanent deformation in any of the pavement layers or sub-grades, usually caused by consolidated or lateral movement of the materials due to traffic load. Significant rutting can lead to major structural failure of the pavement.

Depressions are localized areas where the pavement structure is lower than the surrounding area, but the transition is not abrupt enough to be considered a distortion.

They are often referred to as “bird baths”.

Severity Levels: (Average Rut or Depression Depth)
L 1/2" to less than 1” (13 to 25mm).

M 1” to less than 2” (25 to 50mm).

H equal to or greater than 2” (over 50mm).

Image 6: Rutting and Depressions
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Raveling
Description:

Raveling is the dislodging of coarse aggregate particles. Raveling may be caused by insufficient asphalt binder, poor mixture quality, insufficient compaction, segregation, or stripping.

Coarse aggregate refers to the predominant coarse aggregate size of the asphalt mix, and aggregate clusters refers to when more than one adjoining coarse aggregate piece is missing. If in doubt about a severity level, three representative areas of one square yard each (square meter) should be examined and the number of missing aggregate particles/clusters is counted.

Severity Levels:

M Considerable loss of coarse aggregate greater than 20 per square yard (square meter), and/ or clusters of missing coarse aggregate are present.

H Surface is rough and pitted, and it may be completely removed in places.

Image 7: Raveling
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Weathering
Description:

Weathering is the wearing away of the asphalt binder and fine aggregate matrix.

Coarse aggregate refers to predominant coarse aggregate size of the asphalt mix. Loss or dislodging of coarse aggregate is covered under Raveling. Surface wear is normally caused by oxidation, inadequate compaction, insufficient asphalt content, excessive natural sand, surface water erosion, and traffic. Weathering occurs faster in areas with high solar radiation.

Severity Levels:

L Asphalt surface beginning to show signs of aging which may be accelerated by climatic conditions loss of fine aggregate mix is noticeable and may be accompanied by fading of the asphalt color. Edges of the aggregates are beginning to be exposed (less than 0.05 inches or 1 mm).

M Loss of the fine aggregate matrix is noticeable and the edges of the coarse aggregate have been exposed up to 1/4th of the width (of the longest side) of the coarse aggregate due to the loss of fine aggregate matrix.

H Edges of the coarse aggregate have been exposed greater than 1/4th of the width (of the longest side) of the coarse aggregate. There is considerable loss of fine aggregate matrix leading to potential or some loss of coarse aggregate.

Image 8: Weathering
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PAVEMENT MAINTENANCE TREATMENTS
Pavement maintenance treatments are designed to slow the pavement aging process.

Mainly, the treatments are designed to protect the pavement from the adverse effects of water and to some extent vehicle traffic.

Maintenance treatments, which protect the pavement from aging, are crack sealing, digouts, slurry seals, and cape seals. When pavements have extensive cracking and are beyond their design life, interim holding measures including skin patches and thin overlays are used as a stop gap prior to major rehabilitation.

The following outlines some of the more common types of maintenance treatments:

Crack Sealing
Crack sealing prevents surface water from getting beneath the asphalt concrete layer into the aggregate bases. Crack sealing is generally performed using hot rubberized crack sealing material. The procedure includes routing small cracks, cleaning and sealing.

Digouts
Digouts are small areas of deteriorated pavements, which are removed and replaced with new asphalt concrete. Pavement removal is accomplished by cold planning or saw cutting and excavation. New asphalt is installed in at least two lifts. The digout depth is determined depending on the street type and construction.

Slurry Seals
Slurry seals consist of a combination of fine aggregate and emulsified oil. A new type of slurry seal called Rubberized Asphalt Slurry (RAS) is in the development stage. Currently, the cost of RAS is 2 to 3 times as much as a conventional slurry seal, which makes the product economically unattractive. Slurry seals are used when the existing pavement surface is severely raveled.

Cape Seals
Cape seals consist of a chip seal over coated with a slurry seal. A chip seal is an application of small angular rock (chips) approximately 1/4" to 3/8” in a maximum size embedded into a thick application of asphalt emulsion. Most chip seals incorporate polymer modified binders.

Cape seals are used on residential and collector streets to maintain a pavement, which may need an overlay, but there are not sufficient funds available. Cape seals are placed over low to moderate alligator cracks and block shrinkage cracking. Due to the distress covered by the cape seal, small areas of disbanding or failure may occur and will require patching.
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Cape sealed surfaces are fairly coarse compared to new paving. Due to this characteristic, they may not be acceptable to some residential areas.

Interim Holding Measures (or “Stop Gap” in StreetSaver® Terms) Interim holding measures or stop gap treatments are used to “hold” the pavement together until funds become available for major rehabilitation. Common holding measures used include skin patches and thin overlays.

Skin patches are thin lifts of fine asphalt concrete placed over deteriorated areas.

Thin maintenance overlays are placed to hold the surface together. The asphalt concrete layer is generally 1 to 1-1/2 inches thick. A 3/8 inch aggregate is used with a rubberized asphalt binder, where the rubber has been mixed into solution with the asphalt binder during the refinement process. This is referred to as Terminally Blended Asphalt Rubber Binder.

PAVEMENT REHABILITATION TREATMENTS
Pavement rehabilitation consists of treatments used to restore the existing pavement quality or to add additional structural support to the pavement. Rehabilitation treatments include conventional overlays; pulverization and resurfacing; ARHM (asphalt rubber hot mix) overlays; AC removal and replacement (Mill and Fill); and reconstruction.

The following outlines some of the more common types of rehabilitation treatments:

Conventional Overlays
Conventional overlays generally consist of surface preparation and varying thicknesses of asphalt concrete. Surface preparation can consist of crack filling, pavement repairs of base failures and leveling courses.

The overlay thickness is determined by the structural requirement of the deflection analysis and reflective cracking criteria. The reflective cracking criteria requires the thickness of the overlay to be a minimum 1/2 the thickness of the existing bonded layers.

Pavement fabric can account for 0.10 ft of asphalt for reflective cracking criteria if the structural requirements from the deflection analysis are met.

Conventional overlays have an expected service life of 7 to 13 years if they are designed to meet structural and reflective cracking criteria and are well constructed. 329
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Pulverization and Resurfacing
Pulverization and resurfacing is an alternative to conventional overlays for streets that are structurally adequate but exhibit sufficient cracking to warrant improvement to the asphalt surface.

Pulverization and resurfacing are an intermediate step between overlays and reconstruction. The existing asphalt concrete is recycled into aggregate base and the recycled base increases the total structural section. The surface is re-graded to conform to flush facilities similar to the way the pavement is keycut for overlays. The re-grading allows for some improvement to the cross section and profile. This method eliminates the stress history and cracking of the old asphalt concrete pavement, thus eliminating negative impacts on the new asphalt concrete surface.

Some instability can be encountered when the pulverization method is used. PEI typically recommends budgeting 5 to 10 percent of the pulverized sub-grade area for stabilization.

Stabilization can be performed using 6-inch deep lift asphalt concrete.

Pulverization and resurfacing has a life expectancy of 13 to 18 years. The life expectancy is slightly less than full reconstruction because some residual deficiencies in thickness or quality of the unaffected layers may still exist. Additional testing is necessary to determine if pulverization is a viable alternative. This testing includes measuring the existing structural section and testing the native soil for bearing capacity (R-value).

RHMA Overlays
Rubberized Hot Mix Asphalt (RHMA) is a material that uses crumb rubber mixed with traditional asphalt binders to produce a more flexible paving material than conventional dense graded hot mix asphalt (HMA).

Caltrans has developed design criteria for use of this material based on accelerated performance testing using its dual wheel accelerated pavement testing equipment. The Caltrans criteria allows RHMA to be used in a one to two ratio to conventional hot mix asphalt. Thus 1 inch of RHMA is equal to 2 inches of conventional hot mix asphalt for reflective cracking criteria.

RHMA costs approximately 1-3/4 times as much as conventional asphalt and provides a similar service life to that of conventional hot mix asphalt, 7 to 13 years. RHMA is generally only feasible when vertical constraints such as curb and gutter restrict the thickness of the overlay. RHMA typically has more open surface than conventional hot mix asphalt and is more difficult to obtain a high-quality finished product. 330
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AC Removal and Replacement (Mill and Fill)
On some thick asphalt concrete pavements, the most economical approach to rehabilitating the pavement is to remove some of the existing asphalt concrete surface, which matches the existing profile. The replacement material can be either conventional hot mix asphalt (HMA) or RHMA, depending on the design criteria.

In other cases, due to drainage or other physical constraints, additional thickness cannot be placed. If the underlying base is sufficient to support anticipated loading, the asphalt layer can be removed and replaced. Depending on existing conditions, this method should have a life of 15 to 20 years.

Reconstruction
When the pavement has severe cross section deficiencies or requires significant structural strengthening, reconstruction may be the only alternative. Generally, existing pavement materials are recycled and incorporated into the new pavement structure.

Structural section material alternatives include treated soils, full depth asphalt concrete, recycled materials and Portland cement concrete.
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Section III
Pavement Management Program Specifics
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PAVEMENT MANAGEMENT PROGRAM SPECIFICS
This section discusses the characteristics of the Pavement Management Program and its application for The City of Belmont.

BACKGROUND (STREETSAVER)
During the early years of Pavement Management software development, many companies developed private software packages focused on management of municipal street systems. Though these programs were versatile and sophisticated, the user was also dependent upon the software vendor for training, program updates, and software servicing. Many of the vendors had difficulty maintaining their software, leaving agencies stranded after making a substantial investment.

In 1982, the Metropolitan Transportation Commission (MTC) completed a study of local road and street maintenance needs and revenue short falls in the San Francisco Bay Area. The results of the study indicated that local jurisdictions were spending only 60 percent of funds required to maintain roads in a condition considered adequate. This indicated a need to improve pavement maintenance and rehabilitation techniques and practices. A committee was formed to evaluate pavement management efforts. At approximately the same time, six public works directors reviewed a proposal to develop a prototype Pavement Management Program (PMP); however, it was felt that the proposed system was too complex. This group strongly emphasized that simplicity was the most important objective to be developed in a PMP if it was to be adopted and used by cities and counties.

In 1983, a consultant was retained to assist MTC in determining PMP needs, PMP resources, and problems. In addition, they were to develop three basic elements of a standardized prototype PMP: a pavement condition index (PCI), effective maintenance treatments for the Bay Area, and a network level assignment procedure. The result was the first version of the MTC PMP. Since that time, the program has evolved into StreetSaver.

Today, MTC uses StreetSaver to help local cities and counties better allocate resources, predict the future condition of their pavements at different levels of funding, and demonstrate the effects of underfunded road programs. The Bay Area was one of the first regions in the country to implement a Pavement Management Program that is used by nearly all of its localities. Using StreetSaver, cities and counties can plan and manage road improvement projects, document budget needs and shortfalls, and use the collected data to build support for additional transportation funding. 333
P a v e m e n t M a n a g e m e n t P r o g r a m S p e c i f i c s P a g e | 2 StreetSaver manages a collection of related data organized for easy storage and retrieval. The StreetSaver program includes a database comprised of several sets of related data ("tables") that contain information about the street network in the jurisdiction.

This information includes pavement condition, the available maintenance/rehabilitation treatments and their costs, and the history of the network. Based on this information, budget analyses are performed. A budget analysis allows the user to project network maintenance and rehabilitation needs, and costs to evaluate the consequences of various budget allocation alternatives. Alternatives can be evaluated in terms of maintenance and rehabilitation that can actually be performed, future pavement condition, and deferred costs. For some agencies, use of the StreetSaver program is cyclical. For others, pavement management is integrated into an ongoing effort to manage their street networks.

Implementation
There are several steps involved in implementing an effective Pavement Management Program. These tasks should be completed on a periodic basis. These tasks include:

1. Collect pavement condition and maintenance/rehabilitation data.

2. Enter re-inspection data and/or applied maintenance and rehabilitation information.

3. Check/update maintenance treatment definitions and pavement category definitions.

4. Calculate Pavement Condition Index (PCI)

5. Evaluate system and current Maintenance/Rehabilitation strategies. Determine Budget needs and if necessary, develop alternate Budget Summaries.

6. Present analysis outputs to funding bodies.

7. Acquire funds and apply maintenance/rehabilitation treatments.

PROGRAM ASSUMPTIONS
The goal of the Pavement Management Program is to furnish budgetary amounts in order to achieve system wide improvements in the overall pavement condition. The goal of project engineering is to obtain the proper structural effect, for the lowest financial amount, for a given subset of the network to be maintained. Using the Pavement Management Program, management is able to realistically budget for economically maintaining the City’s pavement Network. Annually updating maintenance activity and costs keeps the program current.
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PAVEMENT MAINTENANCE AND REHABILITATION (M&R) UNIT COSTS The reliability and accuracy of any PMP is based on the information contained in its Decision Tree. The listed treatments in the Decision Tree are generalized to provide a range of treatments. The exact treatment would need to be determined during the design phase of a project.

Typical treatments within each generalized treatment range are listed in table 3 below.

Based on a street segment’s current PCI condition, StreetSaver® assigns a treatment action and estimated cost to perform the suggested treatment. This cost is not just what is paid to the contractor but should include all the “Soft Costs” incurred by The City.

Soft Costs can include the surface preparation, engineering cost, materials testing, and construction inspection. Even if these tasks are done “in-house”, the inclusion in combination with the construction costs will tend to show the “true picture” of the cost of a specific project.

The following costs were used to develop the indicated budget numbers for each street segment PEI reviewed. The costs include, but are not limited to, miscellaneous work such as transitions, striping, and digouts.

The costs are averages. Small systems will have higher unit costs and large systems will have lower unit costs. The larger the annual project size, the better the economies of scale. Timing is also important. Bidding the work in early spring will result in significantly lower prices than bids solicited in the late summer or fall. If small packages are used, costs could be 25 to 50 percent higher.

Treatment Category Typical Treatment
I - Light Maintenance • Slurry Seal or Micro-Surface
• Fog Seal or Scrub Seal
II - Heavy Maintenance
• Chip Seal, Cape Seal
• Slurry Seal or Micro-Surface with Digouts
• Thin Maintenance Overlay (TMO)
• Double Chip Seal then Slurry Seal
III - Light Rehab. • Overlay (2” and under) or Thin Mill and Fill IV - Heavy Rehab.
• Overlay (greater than 2”) or Thick Mill and Fill
• Cold-In-Place Recycling
• Full Depth Reclamation
• Pulverize and Resurfacing
V - Reconstruct • Full Section Reconstruction
Table 3: General Treatment Categories with Typical Treatments 335
P a v e m e n t M a n a g e m e n t P r o g r a m S p e c i f i c s P a g e | 4 The unit costs used for the 2024 PMP update for the City of Belmont, started with the average cost for the treatments in each treatment category, based on recent pavement project bid tabulations. Those average construction and material costs were then increased by 35% (for Categories 2-5) to account for potential ADA Curb Ramp repairs that may be triggered by applying a maintenance or rehabilitation treatment to a street segment. Next, an increase of 15% was added (for Categories 2-5) to account for additional costs arising from the MRP 3.0 regulations that went into effect in October of 2023. An additional increase of 20% was then applied to account for “Soft Costs”. Finally, another increase of 10% was applied as a contingency factor. These prices are in today’s dollars (2024/2025) and do not account for inflation.

Treatment Category Arterial Collector Residential
Cost/ Sq Yd
Crack Seal ($$/LF) $2.97 $2.97 $2.97
I - Light Maintenance $12.38 $9.90 $9.41
II - Heavy Maintenance $39.19 $37.66 $33.04
III - Light Rehab. $126.80 $122.96 $113.74
IV - Heavy Rehab. $268.20 $230.55 $181.36
V - Reconstruct $736.98 $622.47 $495.67
Table 1: General Treatment Unit Costs used in Belmont’s StreetSaver® Database.

Decision Tree / Treatment Strategies
The Decision Tree is broken down into two main areas: Preventive Maintenance (PM) and Rehabilitation. StreetSaver® makes preventive maintenance a top priority. The longer a segment can be kept in good condition the lower the overall cost of its treatments.

Preventive Maintenance addresses the sections that have a PCI of 71 or greater. This area is further broken down to specific treatments that could be better termed Crack Sealing, Surface Treating and Restoration Treatments.

The Decision Tree allows the user to program these treatments on a cyclical basis. As part of this cyclical process, once a road has reached the point where it can no longer be maintained by a crack seal or a surface seal the program will shift to a Restoration Treatment. The program uses this treatment to restore the pavement in long term budgeting scenarios to the Very Good category.
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P a v e m e n t M a n a g e m e n t P r o g r a m S p e c i f i c s P a g e | 5 The Decision Tree for Preventive Maintenance and Rehabilitation was reviewed with The City of Belmont and updated by PEI. The decision tree customizes the logic for how and what maintenance and rehabilitation treatments StreetSaver® selects.

Five general pavement treatment categories were used to account for the various treatments in the decision tree: Reconstruction, Heavy Rehabilitation, Light Rehabilitation, Heavy Maintenance, and Light Maintenance. Specifying a general treatment category allows the user to stay focused on a budget level analysis rather than moving to a project level analysis.

The Decision Tree assumes average construction and material quality. Pavement life is very sensitive to materials and workmanship quality. Poor quality construction may result in up to a 50 percent loss in the pavement life. In other words, poor quality construction may last 10 to 15 years, whereas excellent quality construction may last 20 to 30 years.

Investing in quality, both in design and construction, provides significant returns in extended pavement life resulting in lowered annual maintenance costs.

The Decision Tree for The City of Belmont can be found in Appendix A of this report.

ANNUAL PAVEMENT MAINTENANCE / REHABILITATION PROGRAM
The PCI range of 0 to 100 is broken down into five condition categories for budget calculation purposes. StreetSaver default PCI breakpoints were used and not adjusted for the 2024 update of The City of Belmont’s Pavement Management Program.

The breakpoints are as follows:

PCI BREAKPOINTS
Arterials Collectors Residentials
100 I 100 I 100 I
90 LIGHT MAINTENANCE
90 LIGHT MAINTENANCE
90 LIGHT MAINTENANCE
70 70 70 II III II III II III
(Non-Load) (Load) (Non-Load) (Load) (Non-Load) (Load)
HEAVY

MAINTENANCE
LIGHT

REHABILITATION
HEAVY

MAINTENANCE
LIGHT

REHABILITATION
HEAVY

MAINTENANCE
LIGHT

REHABILITATION
50 50 50 IV IV IV
HEAVY REHABILITATION. HEAVY REHABILITATION HEAVY REHABILITATION 25 25 25 V V V
0 RECONSTRUCT 0 RECONSTRUCT 0 RECONSTRUCT
Figure 3: PCI Breakpoints
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P a v e m e n t M a n a g e m e n t P r o g r a m S p e c i f i c s P a g e | 6 When a pavement section is identified for maintenance or rehabilitation, a user defined network-level cost category for a pavement of that functional class, type and condition is used to determine the needed funds for that section.

For sections falling within the preventive maintenance category, or category one (I), a time sequence is used to identify the appropriate treatment and cost. For those sections falling into a rehabilitation category, or categories two (II), three (III), four (IV), or five (V), the PCI is used to determine the repair category for a pavement section.

The repair category is combined with functional classification (as a surrogate for traffic index) and surface type (as a surrogate for structural adequacy) to identify the appropriate treatment and cost. The treatment and cost identified for the section is a network-level budget planning treatment and is generally considered as a cost category for budgeting purposes rather than an actual treatment. Some sections will require more money than estimated, some will require less. A project-level analysis is used to determine the actual treatment to be used for a given section based on condition, structural capacity, and other factors.

The funding needs are summed up for all sections needing work for each year of the analysis period to determine the annual budget needs. The needs analysis provides a list of sections needing work over the selected analysis period and an estimate of the funds needed. In StreetSaver, this analysis period is 5 years. It identifies maintenance and rehabilitation needs without considering funding constraints, essentially the Needs Analysis is unconstrained by the available budget. StreetSaver identifies candidate sections and funds needed to provide the level of service to meet agency-defined goals.

When an agency has a considerable backlog of maintenance and repair needs, the firstyear needs will include the bulk of sections needing work. From a funding standpoint, this may appear unrealistic; however, the needs analysis is only the first step in planning and programming. The information from the needs analysis is generally best presented to management as the total 5-year needs or the average needs per year of the 5-year period.

Few agencies will be able to meet the first year needs as developed by the program.

The StreetSaver® Needs Analysis provides information on the condition of the network over the analysis period with and without application of the treatments. Since the application of treatments assumes no limit on funds, this can be considered the upper limit of condition that could be reached by the agency and the condition without treatment can be considered the lower limit.

StreetSaver® uses a ranking process based on cost-effectiveness concepts. Basically, the longer a pavement is in good condition, the more benefit the user gets from the pavement. This can be approximated by the area under the PCI vs Time curve. 338
P a v e m e n t M a n a g e m e n t P r o g r a m S p e c i f i c s P a g e | 7 The larger that area, the longer the pavement provides the desired level of service. That area is divided by annualized costs per unit area. This ratio is weighted for different usage so that arterial streets are selected for repair before collectors in the same condition, which are selected for repair before residential/locals in the same condition. Sections of pavements that provide the best service for the least money are then selected as those that should be repaired first. StreetSaver provides a ranked listing based on this costeffectiveness analysis. StreetSaver also shows the condition with and without treatment, the estimated costs for each section, the calculations used to determine the ranking, and a listing of sections not recommended for treatment.

VISUAL EVALUATIONS
PEI’s technical staff evaluated all of the city’s streets. The streets were rated based on the StreetSaver system described in the Background. Once the data was entered into the program, PEI completed a quality assurance review of the system and verified the results in the field. The street inventory was based on visual evaluations.

PROGRAM UPDATES
The Pavement Management Program is a dynamic program. It is expected that The City will continue to visually rate the street network and update the database at least every three years. In addition to the visual review, The City should update the database by adding new streets incorporated into The City as well as new maintenance and rehabilitation work performed to any street segment.
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Section IV
Reference Reports
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City of Belmont
2024 PMP Update (PTAP Round 25)
Data Quality Management Report
01/30/2025
For the 2024 Pavement Management Program update for the City of Belmont, Pavement Engineering Inc. (PEI) rated 70.57 centerline miles of Arterial, Collector, and Residential roadways. Those 70.57 centerline miles are broken down into 484 different management segments of varying lengths and widths. PEI completed their initial rating assessment in September, 2024.

Once the initial ratings were completed, the field crew then performed a 2nd rating on a randomly selected 10% of segments. This 2nd rating is intended as a consistency check, which ensures that our raters are performing evaluations consistent with our allowable range of +/- 5 PCI points.

Of the 49 segments that were part of the 10% QC, 7 were found to be outside of the allowable range. Those 7 segments were re-rated by The Project Manager. Following the 10% Field Crew QC, an additional randomly selected 5% of segments were reviewed by The Project Manager.

Furthermore, an analysis was performed on the initial ratings to see how each segment’s PCI has changed since the last rating was performed. Any segment found to have deteriorated more than 3 PCI points per year, or a total of 9 PCI points (since the City of Belmont’s PCIs were last updated in 2021) or have increased more than 1 PCI point without a documented M&R treatment, was then reviewed by the Senior Engineer in-charge.

Of the 484 segments reviewed, a total of 72.7% (352 segments), were outside of the allowable range, or had an M&R Treatment since the last inspection. These segments were then reviewed by a Senior Engineer. We found that of the 72.7% (352 segments), 47.7% (168 segments) had received a M&R treatment since the last inspection. 26.4% (93 segments) were determined to be accurate in the amount they had deteriorated. 16.8% (59 segments) were found to be rated harsher than the deterioration exhibited, and 9.1% (32 segments) was rated too leniently. Those segments’ PCIs were re-rated and now reflect the proper deterioration amount and coinciding PCI.
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City of Belmont - 2024 PMP Update
Street List Alphabetical
Street ID Road Name Section ID Begin Location End Location FC
Lanes Length Width Area Last MnR Date Last MnR Last PCI Date Last Calc PCI Condition Category PCI Range ACAAV ACADEMY AVENUE ACAAV1A RALSTON AVENUE WIDTH CHANGE R 2 160 35 5,600 07/30/2018 SLURRY SEAL 07/18/2024 81 Good (90-71) 90-81ACAAV ACADEMY AVENUE ACAAV1B WIDTH CHANGE S/O BELBURN DRIVE R 2 410 23 9,430 07/18/2024 79 Good (90-71) 80-71ACAAV ACADEMY AVENUE ACAAV2 s/o BELBURN DRIVE s/o ALDEN DRIVE R 2 540 28 15,120 01/01/1997 RECONSTRUCT SURFACE (AC) 07/18/2024 72 Good (90-71) 80-71ACAAV ACADEMY AVENUE ACAAV3A S/O ALDEN ST BEG OF ONE WAY R 2 585 28 16,380 09/09/2021 SLURRY SEAL 07/18/2024 75 Good (90-71) 80-71ACAAV ACADEMY AVENUE ACAAV3B BEG OF ONE WAY END OF ONE WAY R 2 665 15 9,975 07/18/2024 71 Good (90-71) 80-71ACACT ACADEMY COURT ACACT ACADEMY AVENUE ACADEMY AVENUE R 2 365 14 5,110 09/09/2021 SLURRY SEAL 07/18/2024 76 Good (90-71) 80-71ADELAI ADELAIDE WAY ADELAI CHRISTIAN DRIVE (N) CHRISTIAN DRIVE (S) R 2 1,600 30 48,000 08/06/2024 64 Fair (70-51) 70-61ALAMED ALAMEDA DE LAS PULGAS ALAM1 SAN MATEO CITY LIMIT FOREST AVENUE A 2 150 48 7,200 08/07/2014 SLURRY SEAL 07/16/2024 70 Fair (70-51) 70-61ALAMED ALAMEDA DE LAS PULGAS ALAM10 CHULA VISTA DRIVE SAN CARLOS CITY LIMIT A 3 800 46 36,800 01/01/1996 AC OVERLAY (2 INCHES) W/FABRIC 08/08/2024 46 Poor (50-31) 50-41ALAMED ALAMEDA DE LAS PULGAS ALAM2 FOREST AVENUE CIPRIANI BOULEVARD A 2 350 21 7,350 08/07/2014 SLURRY SEAL 07/16/2024 77 Good (90-71) 80-71ALAMED ALAMEDA DE LAS PULGAS ALAM3 CIPRIANI BOULEVARD NOTRE DAME AVENUE A 2 600 18 10,800 02/01/2003 SLURRY SEAL 07/16/2024 79 Good (90-71) 80-71ALAMED ALAMEDA DE LAS PULGAS ALAM4A NOTRE DAME AVENUE MEZES AVENUE A 2 700 19 13,300 08/07/2014 SLURRY SEAL 07/18/2024 70 Fair (70-51) 70-61ALAMED ALAMEDA DE LAS PULGAS ALAM4B MEZES AVENUE ARBOR DRIVE A 2 450 22 9,900 08/07/2014 SLURRY SEAL 07/18/2024 70 Fair (70-51) 70-61ALAMED ALAMEDA DE LAS PULGAS ALAM5 ARBOR AVENUE COVINGTON ROAD (N) A 2 950 20 19,000 02/01/2003 SLURRY SEAL 07/18/2024 61 Fair (70-51) 70-61ALAMED ALAMEDA DE LAS PULGAS ALAM6 COVINGTON ROAD (N) COVINGTON ROAD (S) A 2 1,150 18 20,700 08/08/2011 SLURRY SEAL 07/18/2024 71 Good (90-71) 80-71ALAMED ALAMEDA DE LAS PULGAS ALAM7 COVINGTON ROAD (S) RALSTON AVENUE A 2 500 40 20,000 03/03/2014 DEEP PATCH 07/18/2024 72 Good (90-71) 80-71ALAMED ALAMEDA DE LAS PULGAS ALAM8 RALSTON AVENUE CARLMONT DRIVE A 4 800 46 36,800 01/01/1996 AC OVERLAY (2 INCHES) W/FABRIC 08/08/2024 45 Poor (50-31) 50-41ALAMED ALAMEDA DE LAS PULGAS ALAM9 CARLMONT DRIVE CHULA VISTA DRIVE A 3 1,650 46 75,900 01/01/1996 AC OVERLAY (2 INCHES) W/FABRIC 08/08/2024 38 Poor (50-31) 40-31ALDCT ALDEN COURT ALDCT ALDEN STREET END OF CUL DE SAC R 2 190 24 4,560 09/09/2021 SLURRY SEAL 07/18/2024 77 Good (90-71) 80-71ALDST ALDEN STREET ALDST AVON STREET ALAMEDA DE LAS PULGAS R 2 1,300 28 36,400 09/09/2021 SLURRY SEAL 07/18/2024 71 Good (90-71) 80-71ALHAMB ALHAMBRA DRIVE ALHA1 BARCLAY WAY DEAD END R 2 1,450 20 29,000 07/16/2024 24 Failed (30-0) 30-21ALHAMB ALHAMBRA DRIVE ALHA2 DEAD END MONTE CRESTA DRIVE R 2 500 21 10,500 07/16/2024 36 Poor (50-31) 40-31ALLVI ALL VIEW WAY ALL1 LINCOLN AVENUE SEQUOIA AVENUE R 2 250 20 5,000 09/09/2021 SLURRY SEAL 07/16/2024 82 Good (90-71) 90-81ALLVI ALL VIEW WAY ALL2 SEQUOIA AVENUE END OF CUL DE SAC R 2 550 28 15,400 08/20/2007 SLURRY SEAL 07/16/2024 65 Fair (70-51) 70-61ALOMAR ALOMAR WAY ALOMAR LADERA WAY EL VERANO WAY R 2 725 25 18,125 07/18/2024 16 Failed (30-0) 20-11ALTURA ALTURA WAY ALTURA SOLANA DRIVE END OF CUL DE SAC R 2 675 25 16,875 08/01/1996 SLURRY SEAL 07/19/2024 34 Poor (50-31) 40-31ANIAV ANITA AVENUE ANI1 EL CAMINO REAL MALCOLM AVENUE (W) R 2 775 27 20,925 08/01/1996 SLURRY SEAL 07/11/2024 97 Excellent (100-91) 100-91ANIAV ANITA AVENUE ANI2 MALCOLM AVENUE (W) END OF CUL DE SAC R 2 540 32 17,280 08/01/1996 SLURRY SEAL 07/11/2024 98 Excellent (100-91) 100-91ANICT ANITA COURT ANICT ANITA AVENUE END OF CUL DE SAC R 2 200 32 6,400 03/03/2014 DEEP PATCH 07/11/2024 98 Excellent (100-91) 100-91ANTIQU ANTIQUE FOREST LANE ANTIQU CYPRESS AVENUE END OF CUL DE SAC R 2 700 24 16,800 07/18/2024 89 Good (90-71) 90-81ARBOR ARBOR AVENUE ARBO1 NOTRE DAME AVENUE FAIRWAY DRIVE R 2 950 18 17,100 07/30/2024 2" HMA OL 08/30/2024 100 Excellent (100-91) 100-91ARBOR ARBOR AVENUE ARBO2 FAIRWAY DRIVE ALAMEDA DE LAS PULGAS R 2 1,200 21 25,200 09/09/2021 HEAVY MAINTENANCE 07/16/2024 79 Good (90-71) 80-71ARDEN ARDEN LANE ARDEN TALBRYN DRIVE VINE STREET R 2 650 23 14,950 07/15/2018 SLURRY SEAL 07/19/2024 66 Fair (70-51) 70-61ARTHUR ARTHUR AVENUE ARTHUR ALAMEDA DE LAS PULGAS CORONET BOULEVARD R 2 1,000 20 20,000 09/09/2021 SLURRY SEAL 07/16/2024 58 Fair (70-51) 60-51AVON AVON AVENUE AVON1 RALSTON AVENUE BELBURN DRIVE R 2 600 30 18,000 08/01/1996 SLURRY SEAL 07/18/2024 29 Failed (30-0) 30-21AVON AVON AVENUE AVON2 BELBURN DRIVE FAIRWAY DRIVE R 2 750 28 21,000 09/09/2021 SLURRY SEAL 07/18/2024 71 Good (90-71) 80-71BARCLA BARCLAY WAY BARC1 MONSERAT AVENUE SEQUOIA WAY R 2 500 20 10,000 07/09/2014 DEEP PATCH 07/16/2024 62 Fair (70-51) 70-61BARCLA BARCLAY WAY BARC2 SEQUOIA WAY SAN ARDO WAY R 2 1,500 21 31,500 07/16/2024 37 Poor (50-31) 40-31BAY BAY COURT BAY EAST LAUREL CREEK ROAD LONGFELLOW DRIVE R 2 250 21 5,250 09/09/2021 SLURRY SEAL 07/16/2024 80 Good (90-71) 80-71

343
City of Belmont - 2024 PMP Update
Street List Alphabetical
Street ID Road Name Section ID Begin Location End Location FC
Lanes Length Width Area Last MnR Date Last MnR Last PCI Date Last Calc PCI Condition Category PCI Range BAYVIE BAYVIEW AVENUE BAYV1 END OF CUL DE SAC MILLER AVENUE R 2 675 19 12,825 09/09/2021 SLURRY SEAL 07/11/2024 83 Good (90-71) 90-81BAYVIE BAYVIEW AVENUE BAYV2 MILLER AVENUE FOREST AVENUE R 2 1,235 19 23,465 06/15/2019 AC OVERLAY 07/11/2024 95 Excellent (100-91) 100-91BELBUR BELBURN DRIVE BELB1 NOTRE DAME AVENUE ACADEMY AVENUE R 2 1,500 27 40,500 07/30/2018 SLURRY SEAL 07/18/2024 81 Good (90-71) 90-81BELBUR BELBURN DRIVE BELB2 ACADEMY AVENUE VILLA AVENUE R 2 300 27 8,100 08/08/2011 SLURRY SEAL 07/18/2024 85 Good (90-71) 90-81BELLE BELLE MONTI AVENUE BELLE NOTRE DAME AVENUE ALAMEDA DE LAS PULGAS R 2 950 19 18,050 06/15/2019 AC OVERLAY 07/16/2024 93 Excellent (100-91) 100-91BELMON BELMONT CANYON ROAD BELM1 RALSTON AVENUE EAST INT BELMONT CANYON ROAD R 2 2,640 22 58,080 09/09/2021 HEAVY MAINTENANCE 08/06/2024 71 Good (90-71) 80-71BELMON BELMONT CANYON ROAD BELM2 RALSTON AVENUE MIDDLE INT HILLCREST DRIVE R 2 425 27 11,475 10/19/2021 DEEP PATCH 08/06/2024 74 Good (90-71) 80-71BELMON BELMONT CANYON ROAD BELM3 HILLCREST DRIVE 2744 BELMONT CANYON ROAD R 2 950 27 25,650 08/13/2014 SLURRY SEAL 08/06/2024 79 Good (90-71) 80-71BELMON BELMONT CANYON ROAD BELM4 2744 BELMONT CANYON ROAD RALSTON AVENUE WEST INT R 2 1,090 29 31,610 08/06/2024 96 Excellent (100-91) 100-91BENSON BENSON WAY BENSON HALLMARK DRIVE ST. JAMES ROAD R 2 800 37 29,600 07/12/2024 40 Poor (50-31) 40-31BERESF BERESFORD AVENUE BERESF HILLCREST DRIVE LOWER LOCK AVENUE R 2 1,000 25 25,000 09/09/2021 HEAVY REHABILITATION 08/06/2024 96 Excellent (100-91) 100-91BETTIN BETTINA AVENUE BETTIN SAN MATEO CITY LIMIT THURM AVENUE R 2 450 21 9,450 09/09/2021 SLURRY SEAL 07/16/2024 81 Good (90-71) 90-81BIDDUL BIDDULPH WAY BIDDUL HILLER STREET ENTRANCE TO MAE NESBIT SCHOOL R 2 125 27 3,375 09/09/2021 HEAVY REHABILITATION 08/07/2024 96 Excellent (100-91) 100-91BISHOP BISHOP ROAD BISHOP ROBERT AVENUE BISHOP ROAD R 2 1,850 25 46,250 09/09/2021 SLURRY SEAL 08/06/2024 86 Good (90-71) 90-81BRIARF BRIARFIELD WAY BRIARF CHESTERTON AVENUE HILLER STREET R 2 425 32 13,600 09/09/2021 SLURRY SEAL 08/07/2024 88 Good (90-71) 90-81BRIARW BRIARWOOD WAY BRIARW SEAGATE WAY OXFORD WAY R 2 385 32 12,320 09/09/2021 SLURRY SEAL 08/07/2024 84 Good (90-71) 90-81BRIDGE BRIDGE COURT BRIDGE HASTINGS DRIVE DEAD END R 2 250 19 4,750 07/15/2018 SLURRY SEAL 08/07/2024 85 Good (90-71) 90-81BROADW BROADWAY BROA1A EL CAMINO REAL 5TH AVE R 2 240 48 11,520 09/09/2021 SLURRY SEAL 08/07/2024 88 Good (90-71) 90-81BROADW BROADWAY BROA1B 5TH AVE 6TH AVE R 2 260 48 12,480 08/07/2024 88 Good (90-71) 90-81BROADW BROADWAY BROA2 SIXTH AVENUE SUNNYSLOPE AVENUE R 2 300 28 8,400 08/07/2024 25 Failed (30-0) 30-21BROADW BROADWAY BROA3 SUNNYSLOPE AVENUE PALOMA AVENUE R 2 300 22 6,600 08/07/2024 9 Failed (30-0) 10-0BRYCE BRYCE COURT BRYCE TAHOE DRIVE END OF CUL DE SAC R 2 200 27 5,400 02/01/2003 AC OVERLAY 07/11/2024 79 Good (90-71) 80-71BUCKLA BUCKLAND AVENUE BUCKLA TALBRYN DRIVE SAN CARLOS CITY LIMIT R 2 350 27 9,450 07/19/2024 29 Failed (30-0) 30-21BUENA BUENA VISTA AVENUE BUEN1 CIPRIANI BOULEVARD 2329 BUENA VISTA AVENUE R 2 800 17 13,600 09/09/2021 SLURRY SEAL 07/16/2024 82 Good (90-71) 90-81BUENA BUENA VISTA AVENUE BUEN2 2329 BUENA VISTA AVENUE NEWLANDS AVENUE R 2 400 16 6,400 09/09/2021 SLURRY SEAL 07/16/2024 81 Good (90-71) 90-81BUENA BUENA VISTA AVENUE BUEN3 NEWLANDS AVENUE CIPRIANI BOULEVARD R 2 570 20 11,400 09/09/2021 SLURRY SEAL 07/16/2024 78 Good (90-71) 80-71BUENA BUENA VISTA AVENUE BUEN4 CIPRIANI BOULEVARD 2511 BUENA VISTA AVENUE R 2 400 30 12,000 09/09/2021 HEAVY REHABILITATION 07/16/2024 95 Excellent (100-91) 100-91BUENA BUENA VISTA AVENUE BUEN5 2511 BUENA VISTA AVENUE MONSERAT AVENUE R 2 450 42 18,900 03/19/2021 FDR WITH HMA OVERLAY 07/16/2024 93 Excellent (100-91) 100-91CAMBRI CAMBRIDGE STREET CAMBRI HILLER STREET MARINE VIEW AVENUE R 2 1,500 32 48,000 08/01/1996 SLURRY SEAL 08/07/2024 74 Good (90-71) 80-71CAMINO CAMINO VISTA COURT CAMINO MIDDLE ROAD END OF CUL DE SAC R 2 225 26 5,850 07/18/2024 26 Failed (30-0) 30-21CARLMO CARLMONT DRIVE CARL 2 HASTINGS DRIVE MERRY MOPPET LN C 2 600 38 22,800 09/09/2021 SLURRY SEAL 08/07/2024 78 Good (90-71) 80-71CARLMO CARLMONT DRIVE CARL 3 MERRY MOPPET LN LAKE RD R 2 800 37 29,600 09/09/2021 SLURRY SEAL 08/08/2024 79 Good (90-71) 80-71CARLMO CARLMONT DRIVE CARL1 ALAMEDA DE LAS PULGAS HASTINGS DRIVE C 2 800 38 30,400 09/09/2021 SLURRY SEAL 08/07/2024 81 Good (90-71) 90-81CARLMO CARLMONT DRIVE CARL4 LAKE ROAD 2601 CARLMONT DR R 2 1,550 37 57,350 09/01/2020 SLURRY SEAL 08/08/2024 72 Good (90-71) 80-71CARLMO CARLMONT DRIVE CARL5 2601 CARLMONT DR HIDDEN CANYON PARK R 2 940 37 34,780 09/09/2021 SLURRY SEAL 08/08/2024 76 Good (90-71) 80-71CARMEL CARMELITA AVENUE CARM1 READ AVENUE CIPRIANI BOULEVARD R 2 1,300 20 26,000 09/09/2021 SLURRY SEAL 07/16/2024 81 Good (90-71) 90-81CARMEL CARMELITA AVENUE CARM2 CIPRIANI BOULEVARD PALMER AVE R 2 200 29 5,800 09/09/2021 SLURRY SEAL 07/16/2024 81 Good (90-71) 90-81CASA CASA BONA AVENUE CASA CORONET BOULEVARD PONCE AVENUE R 2 2,300 20 46,000 09/09/2021 HEAVY MAINTENANCE 07/16/2024 78 Good (90-71) 80-71CHESTE CHESTERTON AVENUE CHES1 HILLER STREET MARINE VIEW AVENUE R 2 1,750 32 56,000 09/09/2021 SLURRY SEAL 08/07/2024 87 Good (90-71) 90-81

344
City of Belmont - 2024 PMP Update
Street List Alphabetical
Street ID Road Name Section ID Begin Location End Location FC
Lanes Length Width Area Last MnR Date Last MnR Last PCI Date Last Calc PCI Condition Category PCI Range CHESTE CHESTERTON AVENUE CHES2A MARINE VIEW AVENUE 540 CHESTERTON AVENUE / COP R 2 1,050 32 33,600 09/09/2021 SLURRY SEAL 08/07/2024 87 Good (90-71) 90-81CHESTE CHESTERTON AVENUE CHES2B 540 CHESTERTON AVENUE / COP OXFORD WAY R 2 670 32 21,440 09/09/2021 SLURRY SEAL 08/07/2024 87 Good (90-71) 90-81CHEVY CHEVY STREET CHEVY BELBURN DRIVE RALSTON AVENUE R 2 600 28 16,800 08/08/2011 PATCH AND SLURRY SEAL 07/18/2024 96 Excellent (100-91) 100-91CHRCT CHRISTIAN COURT CHRCT CHRISTIAN DRIVE END OF CUL DE SAC R 2 390 30 11,700 09/09/2021 HEAVY MAINTENANCE 08/06/2024 71 Good (90-71) 80-71CHRDR CHRISTIAN DRIVE CHRDR RALSTON AVENUE MARSTEN AVENUE C 2 1,050 31 32,550 09/09/2021 SLURRY SEAL 08/06/2024 66 Fair (70-51) 70-61CHULA CHULA VISTA DRIVE CHUL1A RALSTON AVENUE 1251 CHULA VISTA DRIVE / COP C 2 1,130 25 28,250 08/01/2022 SLURRY SEAL 07/19/2024 85 Good (90-71) 90-81CHULA CHULA VISTA DRIVE CHUL1B 1251 CHULA VISTA DRIVE / COP SOLANA DRIVE C 2 470 26 12,220 08/01/2022 SLURRY SEAL 07/19/2024 86 Good (90-71) 90-81CHULA CHULA VISTA DRIVE CHUL2A SOLANA DRIVE FERNWOOD WAY C 2 800 38 30,400 08/01/2022 SLURRY SEAL 07/19/2024 84 Good (90-71) 90-81CHULA CHULA VISTA DRIVE CHUL2B FERNWOOD WAY ALAMEDA DE LAS PULGAS C 2 1,235 38 46,930 08/01/2022 SLURRY SEAL 07/19/2024 85 Good (90-71) 90-81CIPRIA CIPRIANI BOULEVARD CIPR1 ALAMEDA DE LAS PULGAS NEWLANDS AVENUE C 2 1,750 20 35,000 12/01/2015 AC OVERLAY (2 INCHES) W/FABRIC 07/16/2024 81 Good (90-71) 90-81CIPRIA CIPRIANI BOULEVARD CIPR2 NEWLANDS AVENUE PONCE AVENUE C 2 1,600 22 35,200 09/09/2021 SLURRY SEAL 07/16/2024 79 Good (90-71) 80-71CIPRIA CIPRIANI BOULEVARD CIPR3 PONCE AVENUE RALSTON AVENUE C 2 896 22 19,712 11/01/1993 AC OVERLAY (2 INCHES) W/FABRIC 07/16/2024 74 Good (90-71) 80-71CIPRIA CIPRIANI BOULEVARD CIPR4 RALSTON AVENUE CONTINENTALS WAY R 2 150 58 8,700 08/08/2024 73 Good (90-71) 80-71CIVIC CIVIC LANE CIVIC O'NEILL AVENUE BROADWAY R 2 500 18 9,000 08/07/2024 91 Excellent (100-91) 100-91CLEE CLEE STREET CLEE NOTRE DAME AVENUE CHEVY STREET R 2 475 28 13,300 08/01/1996 SLURRY SEAL 07/18/2024 96 Excellent (100-91) 100-91CLIFFS CLIFFSIDE COURT CLIFFS HASTINGS DRIVE DEAD END R 2 850 22 18,700 09/09/2021 SLURRY SEAL 08/07/2024 79 Good (90-71) 80-71CLIPPE CLIPPER DRIVE CLIPP1 CONCOURSE DRIVE (W) CONCOURSE DRIVE (E) R 2 1,550 37 57,350 07/15/2018 SLURRY SEAL 08/06/2024 83 Good (90-71) 90-81COBBLE COBBLESTONE LANE COBBLE CYPRESS AVENUE *END OF CUL DE SAC R 2 650 24 15,600 07/18/2024 89 Good (90-71) 90-81COLLEG COLLEGE VIEW WAY COLLEG SOUTH ROAD END OF TURN A ROUND R 2 1,050 22 23,100 07/18/2024 25 Failed (30-0) 30-21COMSTO COMSTOCK CIRCLE COMS1A REFUGE BOUNDARY WALTHAM CROSS R 2 400 37 14,800 07/01/1986 SLURRY SEAL 07/12/2024 19 Failed (30-0) 20-11COMSTO COMSTOCK CIRCLE COMS1B WALTHAM CROSS HALLMARK DRIVE (S) R 2 300 37 11,100 07/15/2018 SLURRY SEAL 07/12/2024 78 Good (90-71) 80-71COMSTO COMSTOCK CIRCLE COMS2 HALLMARK DRIVE (S) HALLMARK DRIVE (W) R 2 2,300 29 66,700 07/12/2024 19 Failed (30-0) 20-11CONCOU CONCOURSE DRIVE CONCO1 CLIPPER DRIVE (W) CLIPPER DRIVE (E) C 2 800 48 38,400 08/06/2024 70 Fair (70-51) 70-61CONTIN CONTINENTALS WAY CONT1 LYALL WAY CIPRIANI BOULEVARD R 2 700 38 26,600 07/19/2020 AC OVERLAY 08/08/2024 93 Excellent (100-91) 100-91CONTIN CONTINENTALS WAY CONT2A CIPRIANI BOULEVARD 1040 CONTINENTALS WAY (WEST) R 2 600 38 22,800 09/09/2021 SLURRY SEAL 08/08/2024 83 Good (90-71) 90-81CONTIN CONTINENTALS WAY CONT2B 1040 CONTINENTALS WAY (WEST) 1048 CONTINENTALS WAY E R 2 400 38 15,200 09/09/2021 SLURRY SEAL 08/08/2024 85 Good (90-71) 90-81CONTIN CONTINENTALS WAY CONT2C 1048 CONTINENTALS WAY LYALL WAY R 2 400 38 15,200 09/09/2021 SLURRY SEAL 08/08/2024 87 Good (90-71) 90-81CORMOR CORMORANT ROAD CORMOR SHOREWAY ROAD REDWOOD CITY LIMIT R 2 415 32 12,450 09/01/1994 SLURRY SEAL 08/06/2024 81 Good (90-71) 90-81CORNIS CORNISH WAY CORNIS CHESTERTON AVENUE HILLER STREET R 2 550 32 17,600 09/09/2021 SLURRY SEAL 08/07/2024 88 Good (90-71) 90-81CORONE CORONET BOULEVARD CORO1 ALAMEDA DE LAS PULGAS LYON AVENUE R 2 950 21 19,950 04/05/2007 MILL AND OVERLAY 07/16/2024 96 Excellent (100-91) 100-91CORONE CORONET BOULEVARD CORO2A LYON AVENUE CASA BONA AVE R 2 855 20 17,100 07/15/2018 SLURRY SEAL 07/16/2024 78 Good (90-71) 80-71CORONE CORONET BOULEVARD CORO2B CASA BONA AVE ARTHUR AVENUE R 2 825 20 16,500 07/15/2018 SLURRY SEAL 07/16/2024 77 Good (90-71) 80-71CORONE CORONET BOULEVARD CORO3 ARTHUR AVENUE PRINDLE ROAD R 2 1,550 21 32,550 07/16/2024 43 Poor (50-31) 50-41CORONE CORONET BOULEVARD CORO4 PRINDLE ROAD RALSTON AVENUE R 2 1,400 20 28,000 07/19/2020 AC OVERLAY 07/16/2024 94 Excellent (100-91) 100-91COURTL COURTLAND ROAD COURTL VINE STREET DEAD END R 2 800 24 19,200 01/23/2014 DEEP PATCH 07/19/2024 74 Good (90-71) 80-71COVING COVINGTON ROAD COVING ALAMEDA DE LAS PULGAS (N) ALAMEDA DE LAS PULGAS (S) R 2 1,450 19 27,550 07/15/2018 SLURRY SEAL 07/18/2024 96 Excellent (100-91) 100-91CREST CREST VIEW AVENUE CREST HILLER STREET OLD COUNTY ROAD R 2 450 32 14,400 07/15/2018 SLURRY SEAL 08/07/2024 95 Excellent (100-91) 100-91CYPRES CYPRESS AVENUE CYPRES MIDDLE ROAD LAUREL AVENUE A 2 350 22 7,700 08/01/2022 SLURRY SEAL 07/18/2024 85 Good (90-71) 90-81DALE DALE VIEW AVENUE DALE1 DEAD END HILLER STREET R 2 150 32 4,800 09/09/2021 SLURRY SEAL 08/07/2024 87 Good (90-71) 90-81

345
City of Belmont - 2024 PMP Update
Street List Alphabetical
Street ID Road Name Section ID Begin Location End Location FC
Lanes Length Width Area Last MnR Date Last MnR Last PCI Date Last Calc PCI Condition Category PCI Range DALE DALE VIEW AVENUE DALE2 HILLER STREET OLD COUNTY ROAD C 2 460 32 14,720 08/01/2022 SLURRY SEAL 08/07/2024 91 Excellent (100-91) 100-91DAVEY DAVEY GLEN ROAD DAVEY EL CAMINO REAL MIDDLE ROAD C 2 1,700 35 59,500 07/30/2018 SLURRY SEAL 07/18/2024 74 Good (90-71) 80-71DAVIS DAVIS DRIVE DAVI1 RALSTON AVENUE 10 DAVIS DRIVE R 2 700 40 28,000 07/15/2018 SLURRY SEAL 08/07/2024 96 Excellent (100-91) 100-91DAVIS DAVIS DRIVE DAVI2 10 DAVIS DRIVE END OF CUL DE SAC R 2 450 40 18,000 07/15/2018 SLURRY SEAL 08/07/2024 65 Fair (70-51) 70-61DEKOV DE KOVEN AVENUE DEKOV1 LINCOLN AVENUE MONSERAT AVENUE R 2 1,080 20 21,600 07/15/2018 SLURRY SEAL 07/16/2024 74 Good (90-71) 80-71DEKOV DE KOVEN AVENUE DEKOV2 MONSERAT AVENUE NEWLANDS AVENUE R 2 730 21 15,330 07/15/2018 SLURRY SEAL 07/16/2024 79 Good (90-71) 80-71DEBBIE DEBBIE LANE DEBBIE SOUTH ROAD END OF CUL DE SAC R 2 220 26 5,720 08/01/1996 SLURRY SEAL 07/18/2024 73 Good (90-71) 80-71DESVIO DESVIO WAY DESVIO SOLANA DRIVE END OF CUL DE SAC R 2 650 25 16,250 07/19/2024 24 Failed (30-0) 30-21DIONNE DIONNE COURT DIONNE SKYMONT DRIVE END OF CUL DE SAC R 2 120 37 4,440 08/06/2024 39 Poor (50-31) 40-31EST E STREET EST FIFTH AVENUE SIXTH AVENUE R 2 300 29 8,700 08/07/2024 9 Failed (30-0) 10-0EASTL EAST LAUREL CREEK ROAD EAST1 SAN JUAN BOULEVARD 3114 EAST LAUREL CREEK ROAD / COP C 2 420 25 10,500 09/01/1989 SLURRY SEAL 07/15/2024 15 Failed (30-0) 20-11EASTL EAST LAUREL CREEK ROAD EAST2 3114 EAST LAUREL CREEK ROAD / COP 3138 EAST LAUREL CREEK ROAD C 2 600 20 12,000 07/15/2024 36 Poor (50-31) 40-31EASTL EAST LAUREL CREEK ROAD EAST3 3138 EAST LAUREL CREEK ROAD BAY COURT C 2 140 20 2,800 09/09/2021 SLURRY SEAL 07/15/2024 76 Good (90-71) 80-71EASTL EAST LAUREL CREEK ROAD EAST4 BAY COURT HASKINS DRIVE C 2 1,000 20 20,000 09/09/2021 SLURRY SEAL 07/15/2024 82 Good (90-71) 90-81ELVER EL VERANO WAY ELV1 CHULA VISTA DRIVE MAYWOOD DRIVE R 2 1,650 25 41,250 07/19/2024 27 Failed (30-0) 30-21ELVER EL VERANO WAY ELV2 MAYWOOD DRIVE LADERA WAY R 2 750 25 18,750 02/01/2003 AC OVERLAY 07/19/2024 70 Fair (70-51) 70-61ELVER EL VERANO WAY ELV3 LADERA WAY ALAMEDA DE LAS PULGAS R 2 250 37 9,250 02/01/2003 AC OVERLAY 07/19/2024 70 Fair (70-51) 70-61ELDER ELDER DRIVE ELDER WAKEFIELD DRIVE (W) WAKEFIELD DRIVE (E) R 2 800 29 23,200 09/09/2021 SLURRY SEAL 07/10/2024 77 Good (90-71) 80-71ELMER ELMER STREET ELMER1 RALSTON AVENUE O'NEILL AVENUE C 2 850 28 23,800 08/01/2022 SLURRY SEAL 07/18/2024 86 Good (90-71) 90-81ELMER ELMER STREET ELMER2 O NEILL AV KAREN RD C 2 360 38 13,680 07/18/2024 91 Excellent (100-91) 100-91ELMER ELMER STREET ELMER3 KAREN RD HARBOR BLVD C 2 430 38 16,340 07/18/2024 91 Excellent (100-91) 100-91EMMETT EMMETT AVENUE EMMETT EL CAMINO REAL SIXTH AVENUE R 2 530 35 18,550 06/01/2007 SLURRY SEAL 08/07/2024 50 Poor (50-31) 50-41ENCLIN ENCLINE WAY ENCLIN BELMONT CANYON ROAD NAUGHTON AVENUE R 2 600 29 17,400 09/09/2021 SLURRY SEAL 08/06/2024 80 Good (90-71) 80-71ENGLISH ENGLISH CT ENGL1 HARBOR BOULEVARD WEST END R 2 221 32 7,072 08/07/2024 61 Fair (70-51) 70-61ESCOND ESCONDIDO WAY ESCOND CHULA VISTA DRIVE END OF CUL DE SAC R 2 1,450 29 42,050 09/09/2021 SLURRY SEAL 08/07/2024 84 Good (90-71) 90-81EWELL EWELL ROAD EWELL PULLMAN AVENUE CORONET BOULEVARD R 2 650 16 10,400 09/09/2021 SLURRY SEAL 07/15/2024 81 Good (90-71) 90-81FST F STREET FST EL CAMINO REAL SIXTH AVENUE R 2 325 42 13,650 08/07/2024 25 Failed (30-0) 30-21FAIRWA FAIRWAY DRIVE FAIRWA NOTRE DAME AVENUE ARBOR AVENUE R 2 1,400 19 26,600 09/09/2021 SLURRY SEAL 07/18/2024 70 Fair (70-51) 70-61FERNWO FERNWOOD WAY FERNWO CHULA VISTA DRIVE EL VERANO WAY R 2 780 26 20,280 07/19/2024 24 Failed (30-0) 30-21FIFTH FIFTH AVENUE FIFT1A O'NEIL AVENUE BROADWAY R 2 500 36 18,000 06/01/2022 SLURRY SEAL 08/07/2024 87 Good (90-71) 90-81FIFTH FIFTH AVENUE FIFT1B BROADWAY HARBOR BOULEVARD R 2 550 48 26,400 08/07/2024 53 Fair (70-51) 60-51FIFTH FIFTH AVENUE FIFT2 HARBOR BOULEVARD EL CAMINO REAL R 2 1,200 48 57,600 08/07/2024 47 Poor (50-31) 50-41FLASHN FLASHNER LANE FLASHN EL CAMINO REAL RALSTON AVENUE R 2 300 19 5,700 09/01/1990 SLURRY SEAL 07/18/2024 61 Fair (70-51) 70-61FOLGER FOLGER DRIVE FOLGER NOTRE DAME AVENUE (N) NOTRE DAME AVENUE (S) R 2 1,050 16 16,800 09/09/2021 SLURRY SEAL 07/10/2024 81 Good (90-71) 90-81FOREST FOREST AVENUE FORE1 MONROE AVENUE ALAMEDA DE LAS PULGAS R 2 550 19 10,450 07/15/2018 SLURRY SEAL 07/11/2024 82 Good (90-71) 90-81FOREST FOREST AVENUE FORE2 ALAMEDA DE LAS PULGAS CIPRIANI BOULEVARD R 1 950 16 15,200 07/16/2024 22 Failed (30-0) 30-21FRAAV FRANCIS AVENUE FRAAV NOTRE DAME AVENUE FAIRWAY DRIVE R 2 600 19 11,400 07/30/2018 SLURRY SEAL 07/18/2024 86 Good (90-71) 90-81FRACT FRANCIS COURT FRACT FRANCIS AVENUE END OF CUL DE SAC R 2 185 24 4,440 07/30/2018 SLURRY SEAL 07/18/2024 92 Excellent (100-91) 100-91FURLON FURLONG STREET FURLON RALSTON AVENUE O'NEILL AVENUE R 2 800 27 21,600 10/22/2008 SLURRY SEAL 07/19/2024 95 Excellent (100-91) 100-91

346
City of Belmont - 2024 PMP Update
Street List Alphabetical
Street ID Road Name Section ID Begin Location End Location FC
Lanes Length Width Area Last MnR Date Last MnR Last PCI Date Last Calc PCI Condition Category PCI Range GARDEN GARDEN COURT GARDEN ALAMEDA DE LAS PULGAS END OF CUL DE SAC R 2 225 34 7,650 09/09/2021 SLURRY SEAL 08/07/2024 79 Good (90-71) 80-71GERALD GERALDINE WAY GERALD VILLAGE DRIVE VALERGA DRIVE R 2 300 34 10,200 09/09/2021 SLURRY SEAL 08/07/2024 81 Good (90-71) 90-81GORDON GORDON AVENUE GORDON CYPRESS AVENUE HILL STREET R 2 425 31 13,175 02/04/2014 DEEP PATCH 07/18/2024 84 Good (90-71) 90-81GRANAD GRANADA STREET GRAN1A RALSTON AVE MASONIC WAY R 2 155 16 2,480 08/07/2024 86 Good (90-71) 90-81GRANAD GRANADA STREET GRAN1B MASONIC WAY DEAD END R 2 410 32 13,120 09/09/2021 SLURRY SEAL 08/07/2024 87 Good (90-71) 90-81GRANAD GRANADA STREET GRAN2 RALSTON AVENUE O'NEILL AVENUE R 2 840 27 22,680 10/22/2008 SLURRY SEAL 07/19/2024 95 Excellent (100-91) 100-91HAINLI HAINLINE DRIVE HAINLI MIDDLE ROAD SOUTH ROAD R 2 350 27 9,450 08/01/1996 SLURRY SEAL 07/18/2024 35 Poor (50-31) 40-31HALLMA HALLMARK DRIVE HALL010 END OF CUL DE SAC START OF MEDIAN (NB) A 2 290 47 13,630 07/15/2018 SLURRY SEAL 07/10/2024 74 Good (90-71) 80-71HALLMA HALLMARK DRIVE HALL030 END OF MEDIAN (NB) LEIGH WAY A 2 500 37 18,500 07/15/2018 SLURRY SEAL 07/12/2024 75 Good (90-71) 80-71HALLMA HALLMARK DRIVE HALL040 LEIGH WAY WAKEFIELD DRIVE A 2 850 37 31,450 07/15/2018 SLURRY SEAL 07/12/2024 76 Good (90-71) 80-71HALLMA HALLMARK DRIVE HALL050 WAKEFIELD DRIVE COMSTOCK CIRCLE A 2 1,720 37 63,640 07/15/2018 SLURRY SEAL 07/12/2024 75 Good (90-71) 80-71HALLMA HALLMARK DRIVE HALL060 COMSTOCK CIRCLE WEMBERLY DRIVE A 2 1,225 37 45,325 07/15/2018 SLURRY SEAL 07/12/2024 77 Good (90-71) 80-71HALLMA HALLMARK DRIVE HALL070 WEMBERLY DRIVE BENSON WAY A 2 1,150 37 42,550 07/15/2018 SLURRY SEAL 07/12/2024 78 Good (90-71) 80-71HALLMA HALLMARK DRIVE HALL080 BENSON WAY RALSTON AVENUE A 2 975 48 46,800 07/15/2018 SLURRY SEAL 07/12/2024 79 Good (90-71) 80-71HALLMA NB HALLMARK DRIVE NB HALL020N START OF MEDIAN (NB) END OF MEDIAN (NB) A 1 760 19 14,440 07/15/2018 SLURRY SEAL 07/12/2024 71 Good (90-71) 80-71HALLMA SB HALLMARK DRIVE SB HALL020S START OF MEDIAN (SB) END OF MEDIAN (SB) A 1 760 19 14,440 07/15/2018 SLURRY SEAL 07/12/2024 74 Good (90-71) 80-71HARBOR HARBOR BOULEVARD 130910 OLD COUNTY RD EL CAMINO REAL R 2 215 54 11,610 07/19/2024 66 Fair (70-51) 70-61HARBOR HARBOR BOULEVARD HARB1 EL CAMINO REAL SIXTH AVENUE A 2 500 49 24,500 08/01/2022 SLURRY SEAL 07/19/2024 85 Good (90-71) 90-81HARBOR HARBOR BOULEVARD HARB2 SIXTH AVENUE SUNNYSLOPE AVENUE C 2 300 35 10,500 08/01/2022 SLURRY SEAL 07/19/2024 83 Good (90-71) 90-81HARBOR HARBOR BOULEVARD HARB3 SUNNYSLOPE AVENUE MOLITOR ROAD C 2 670 23 15,410 08/01/2022 SLURRY SEAL 07/19/2024 86 Good (90-71) 90-81HARBOR HARBOR BOULEVARD HARB4 MOLITOR ROAD LANE STREET C 2 650 20 13,000 09/01/1990 SLURRY SEAL 07/19/2024 39 Poor (50-31) 40-31HASKIN HASKINS DRIVE HASKIN EAST LAUREL CREEK ROAD MONTE CRESTA DRIVE R 2 1,400 21 29,400 09/09/2021 SLURRY SEAL 07/16/2024 79 Good (90-71) 80-71HASTIN HASTINGS DRIVE HAST1 CARLMONT DRIVE 2213 HASTINGS DRIVE C 2 650 31 20,150 07/15/2018 SLURRY SEAL 08/08/2024 81 Good (90-71) 90-81HASTIN HASTINGS DRIVE HAST2 2213 HASTINGS DRIVE BRIDGE COURT C 2 2,610 30 78,300 07/15/2018 SLURRY SEAL 08/08/2024 82 Good (90-71) 90-81HASTIN HASTINGS DRIVE HAST3 BRIDGE COURT SAN CARLOS CITY LIMIT C 2 1,620 30 48,600 07/15/2018 SLURRY SEAL 08/08/2024 82 Good (90-71) 90-81HAYDON HAYDON COURT HAYDON SHERBORNE DRIVE END OF CUL DE SAC R 2 250 29 7,250 09/09/2021 SLURRY SEAL 07/10/2024 86 Good (90-71) 90-81HERITA HERITAGE COURT HERITA ST. JAMES ROAD END OF TURN A ROUND R 2 500 26 13,000 07/09/2024 55 Fair (70-51) 60-51HIGHGA HIGHGATE AVENUE HIGHGA DEAD END MONTE CRESTA DRIVE R 2 250 20 5,000 07/15/2018 SLURRY SEAL 07/16/2024 78 Good (90-71) 80-71HIGHLA HIGHLANDS COURT HIGHLA SOMERSET DRIVE END OF CUL DE SAC R 2 300 30 9,000 09/01/1994 SLURRY SEAL 07/10/2024 85 Good (90-71) 90-81HILL HILL STREET HILL EL CAMINO REAL DEAD END R 2 650 31 20,150 07/18/2024 44 Poor (50-31) 50-41HCRES HILLCREST DRIVE HCRES BELMONT CANYON ROAD LOWER LOCK AVE R 2 2,450 27 66,150 09/09/2021 SLURRY SEAL 08/06/2024 79 Good (90-71) 80-71HER HILLER STREET HER1A DEAD END STERLING VIEW AVENUE R 2 100 38 3,800 06/01/2007 SLURRY SEAL 08/06/2024 96 Excellent (100-91) 100-91HER HILLER STREET HER1B STERLING VIEW AVENUE DALE VIEW AVENUE R 2 200 38 7,600 10/16/2014 SLURRY SEAL 08/06/2024 96 Excellent (100-91) 100-91HER HILLER STREET HER2A DALE VIEW AVENUE MOUNTAIN VIEW AVENUE C 2 1,230 40 49,200 10/16/2014 SLURRY SEAL 08/06/2024 96 Excellent (100-91) 100-91HER HILLER STREET HER2B MOUNTAINVIEW AVENUE MARINE VIEW AVENUE C 2 725 38 27,550 10/16/2014 SLURRY SEAL 08/06/2024 92 Excellent (100-91) 100-91HER HILLER STREET HER3 MARINE VIEW AVENUE RALSTON AVENUE C 2 2,450 38 93,100 10/16/2014 SLURRY SEAL 08/06/2024 93 Excellent (100-91) 100-91HER HILLER STREET HER4 RALSTON AVENUE RALSTON FRONTAGE RD R 2 100 46 4,600 07/19/2024 77 Good (90-71) 80-71HER HILLER STREET HER5 RALSTON FRONTAGE RD O'NEILL AVENUE R 2 830 28 23,240 07/15/2018 SLURRY SEAL 07/19/2024 82 Good (90-71) 90-81HMAN HILLMAN AVENUE HMA1 NORTH ROAD MILLS AVENUE R 2 800 21 16,800 07/30/2024 2-1/4" MILL, 1/2" LC, 1-3/4" HMA OL 08/11/2024 100 Excellent (100-91) 100-91

347
City of Belmont - 2024 PMP Update
Street List Alphabetical
Street ID Road Name Section ID Begin Location End Location FC
Lanes Length Width Area Last MnR Date Last MnR Last PCI Date Last Calc PCI Condition Category PCI Range HMAN HILLMAN AVENUE HMA2 MILLS AVENUE NOTRE DAME AVENUE C 2 1,200 24 28,800 07/30/2024 2-1/4" MILL, 1/2" LC, 1-3/4" HMA OL 08/11/2024 100 Excellent (100-91) 100-91HMAN HILLMAN AVENUE HMA3 NOTRE DAME AVENUE TERRACE DRIVE R 2 1,300 20 26,000 08/30/2022 AC OVERLAY 07/11/2024 96 Excellent (100-91) 100-91HOLLY HOLLY ROAD HOLL2A CUL DE SAC NW SOUTH ROAD R 2 300 21 6,300 07/18/2024 23 Failed (30-0) 30-21HOLLY HOLLY ROAD HOLL2B SOUTH ROAD EASEMENT TO MIRAMAR TERRACE R 2 500 18 9,000 08/30/2022 AC OVERLAY 07/18/2024 95 Excellent (100-91) 100-91HOLLY HOLLY ROAD HOLL2C EASEMENT TO MIRAMAR TERRACE SOUTH ROAD R 2 800 18 14,400 08/30/2022 AC OVERLAY 07/18/2024 95 Excellent (100-91) 100-91INDSTR INDUSTRIAL WY 006410 HARBOR BLVD CNTY BNDRY S/HARBOR / COP C 4 375 62 23,250 08/07/2024 80 Good (90-71) 80-71IRENE IRENE COURT IRENE NORTH ROAD END OF CUL DE SAC R 2 600 35 21,000 08/01/1996 SLURRY SEAL 07/11/2024 22 Failed (30-0) 30-21IRWIN IRWIN STREET IRWIN RALSTON AVENUE O'NEILL AVENUE R 2 825 27 22,275 06/01/2007 SLURRY SEAL 07/19/2024 95 Excellent (100-91) 100-91ISLAND ISLAND PARKWAY (NB) ISLAND1 RALSTON AVENUE BEGINNING OF PCC C 2 210 28 5,880 08/06/2024 67 Fair (70-51) 70-61ISLAND ISLAND PARKWAY (NB) ISLAND2 BEGINNING OF PCC END PCC C 2 420 70 29,400 08/06/2024 89 Good (90-71) 90-81ISLAND ISLAND PARKWAY (NB) ISLAND3 END PCC BEGINNING PCC C 2 185 28 5,180 08/06/2024 65 Fair (70-51) 70-61ISLAND ISLAND PARKWAY (NB) ISLAND4 BEGINNING SECOND PCC END PCC C 2 300 60 18,000 08/06/2024 87 Good (90-71) 90-81ISLAND ISLAND PARKWAY (NB) ISLAND5 END PCC CONCOURSE DRIVE C 2 600 28 16,800 08/06/2024 54 Fair (70-51) 60-51ISLAND ISLAND PARKWAY (SB) ISLAND10 END 2ND PCC RALSTON AVENUE C 2 210 37 7,770 08/06/2024 68 Fair (70-51) 70-61ISLAND ISLAND PARKWAY (SB) ISLAND6 CONCOURSE DRIVE START PCC C 2 600 28 16,800 08/06/2024 54 Fair (70-51) 60-51ISLAND ISLAND PARKWAY (SB) ISLAND7 START PCC END PCC C 2 300 30 9,000 08/06/2024 87 Good (90-71) 90-81ISLAND ISLAND PARKWAY (SB) ISLAND8 END PCC START 2ND PCC C 2 185 28 5,180 08/06/2024 64 Fair (70-51) 70-61ISLAND ISLAND PARKWAY (SB) ISLAND9 START 2ND PCC END 2ND PCC C 2 420 30 12,600 08/06/2024 89 Good (90-71) 90-81JUDSON JUDSON STREET JUDSON RALSTON AVENUE O'NEILL AVENUE R 2 830 27 22,410 06/01/2007 SLURRY SEAL 07/19/2024 95 Excellent (100-91) 100-91JULIA JULIA COURT JULIA MALCOLM AVENUE END OF CUL DE SAC R 2 150 27 4,050 03/25/2014 DEEP PATCH 07/11/2024 26 Failed (30-0) 30-21KEDITH KEDITH STREET KEDITH RALSTON AVENUE O'NEILL AVENUE R 2 830 27 22,410 07/15/2018 SLURRY SEAL 07/19/2024 75 Good (90-71) 80-71KIMMIE KIMMIE COURT KIMMIE CORONET BOULEVARD END OF CUL DE SAC R 2 500 30 15,000 06/15/2019 AC OVERLAY 07/18/2024 92 Excellent (100-91) 100-91KING KING STREET KING SIXTH AVENUE SAN CARLOS CITY LIMIT / SOUTH END R 2 425 20 8,500 08/07/2024 14 Failed (30-0) 20-11KITTIE KITTIE LANE KITTIE MAYWOOD DRIVE DEAD END R 2 450 19 8,550 08/07/2024 96 Excellent (100-91) 100-91KORBEL KORBEL WAY KORBEL SOUTH ROAD END OF CUL DE SAC R 2 250 20 5,000 07/18/2024 22 Failed (30-0) 30-21LADERA LADERA WAY LADERA MAYWOOD DRIVE EL VERANO WAY R 2 1,200 25 30,000 08/07/2024 22 Failed (30-0) 30-21LAKE LAKE ROAD LAKE CARLMONT DRIVE LYALL WAY R 2 450 28 12,600 02/01/2003 AC OVERLAY 08/07/2024 58 Fair (70-51) 60-51LANE LANE STREET LANE1 SIXTH AVENUE SUNNYSLOPE AVENUE R 2 300 20 6,000 09/09/2021 SLURRY SEAL 08/07/2024 85 Good (90-71) 90-81LANE LANE STREET LANE2 MOLITOR ROAD PROSPECT STREET R 2 350 20 7,000 07/19/2024 24 Failed (30-0) 30-21LASSEN LASSEN DRIVE LASS010 RALSTON AVENUE 1117 LASSEN DRIVE R 2 1,150 28 32,200 09/09/2021 SLURRY SEAL 07/11/2024 83 Good (90-71) 90-81LASSEN NB LASSEN DRIVE NB LASS020N 1117 LASSEN DRIVE TAHOE AVENUE R 1 675 18 12,150 06/01/2007 SLURRY SEAL 07/11/2024 44 Poor (50-31) 50-41LASSEN SB LASSEN DRIVE SB LASS020S TAHOE AVENUE 1117 LASSEN DRIVE R 1 650 18 11,700 07/11/2024 35 Poor (50-31) 40-31LAUAV LAUREL AVENUE LAUAV CYPRESS AVENUE HILL STREET A 2 400 28 11,200 07/18/2024 14 Failed (30-0) 20-11LAUCT LAUREL COURT LAUCT MIDDLE ROAD END OF CUL DE SAC R 2 160 17 2,720 07/18/2024 48 Poor (50-31) 50-41LEIGH LEIGH WAY LEIGH HALLMARK DRIVE SOMERSET DRIVE R 2 250 29 7,250 09/09/2021 SLURRY SEAL 07/10/2024 82 Good (90-71) 90-81LINCOL LINCOLN AVENUE LINC1 CIPRIANI BOULEVARD MONSERAT AVENUE R 2 700 20 14,000 09/09/2021 SLURRY SEAL 07/16/2024 76 Good (90-71) 80-71LINCOL LINCOLN AVENUE LINC2 MONSERAT AVENUE ALL VIEW WAY R 2 1,060 20 21,200 09/09/2021 SLURRY SEAL 07/16/2024 76 Good (90-71) 80-71LINCOL LINCOLN AVENUE LINC3 ALL VIEW WAY NEWLANDS AVENUE R 2 925 21 19,425 09/09/2021 SLURRY SEAL 07/16/2024 77 Good (90-71) 80-71LODGE LODGE DRIVE LODG1 BELMONT CANYON ROAD END OF CUL DE SAC R 2 930 22 20,460 09/09/2021 SLURRY SEAL 08/06/2024 82 Good (90-71) 90-81

348
City of Belmont - 2024 PMP Update
Street List Alphabetical
Street ID Road Name Section ID Begin Location End Location FC
Lanes Length Width Area Last MnR Date Last MnR Last PCI Date Last Calc PCI Condition Category PCI Range LONGFE LONGFELLOW DRIVE LONGFE BAY COURT HASKINS DRIVE R 2 750 20 15,000 08/08/2011 SLURRY SEAL 07/16/2024 72 Good (90-71) 80-71LORCT LORI COURT LORCT LORI DRIVE END OF CUL DE SAC R 2 150 30 4,500 08/06/2024 96 Excellent (100-91) 100-91LORDR LORI DRIVE LORDR MARSTEN AVENUE END OF CUL DE SAC R 2 400 30 12,000 08/06/2024 96 Excellent (100-91) 100-91LOWER LOWER LOCK AVENUE LOWER1 END OF PAVED ROAD W/O BERESFORD AVENUE R 2 365 24 8,760 07/15/2018 SLURRY SEAL 08/06/2024 42 Poor (50-31) 50-41LOWER LOWER LOCK AVENUE LOWER2 W/O BERESFORD AVENUE E/O PLATEAU DR R 2 355 26 9,230 08/06/2024 42 Poor (50-31) 50-41LOWER LOWER LOCK AVENUE LOWER3 E/O PLATEAU DR HILL CREST DR (W) R 2 230 26 5,980 08/06/2024 42 Poor (50-31) 50-41LYALL LYALL WAY LYAL1 RALSTON AVENUE LAKE ROAD R 2 850 29 24,650 09/09/2021 SLURRY SEAL 08/08/2024 83 Good (90-71) 90-81LYALL LYALL WAY LYAL2 LAKE ROAD CONTINENTALS WAY R 2 750 30 22,500 06/15/2019 AC OVERLAY 08/08/2024 90 Good (90-71) 90-81LYNDHU LYNDHURST AVENUE LYNDHU CITY LIMIT / LYNDHURST CT / COP BUCKLAND AVENUE R 2 700 26 18,200 07/19/2024 23 Failed (30-0) 30-21LYON LYON AVENUE LYON1 MEZES AVENUE ALAMEDA DE LAS PULGAS R 2 1,875 18 33,750 07/30/2024 1/2" LC, 1-3/4" HMA OL 08/30/2024 100 Excellent (100-91) 100-91LYON LYON AVENUE LYON2 ALAMEDA DE LAS PULGAS CORONET BOULEVARD R 2 1,125 21 23,625 04/05/2007 MILL AND OVERLAY 07/16/2024 81 Good (90-71) 90-81MALCOL MALCOLM AVENUE MALC1 NORTH ROAD RUTH AVENUE R 2 250 26 6,500 08/01/1996 SLURRY SEAL 07/11/2024 22 Failed (30-0) 30-21MALCOL MALCOLM AVENUE MALC2 RUTH AVENUE ANITA AVENUE (E) R 2 1,400 27 37,800 08/01/1996 SLURRY SEAL 07/11/2024 48 Poor (50-31) 50-41MANZAN MANZANITA AVENUE MANZAN NOTRE DAME AVENUE PINE KNOLL DRIVE R 2 1,200 19 22,800 07/15/2018 SLURRY SEAL 07/11/2024 81 Good (90-71) 90-81MARINE MARINE VIEW AVENUE MARI1 DEAD END W/C 400' S/O DEAD END R 2 400 38 15,200 09/09/2021 SLURRY SEAL 08/07/2024 77 Good (90-71) 80-71MARINE MARINE VIEW AVENUE MARI2 W/C 400' S/O DEAD END HILLER STREET R 2 350 32 11,200 09/09/2021 SLURRY SEAL 08/07/2024 85 Good (90-71) 90-81MARINE MARINE VIEW AVENUE MARI3 HILLER STREET OLD COUNTY ROAD R 2 1,075 32 34,400 09/09/2021 SLURRY SEAL 08/07/2024 76 Good (90-71) 80-71MARSTE MARSTEN AVENUE MARSTE CHRISTIAN DRIVE ROBERT AVENUE C 2 1,470 22 32,340 08/06/2024 40 Poor (50-31) 40-31MASONI MASONIC WAY MASO1 HILLER STREET GRANADA ST R 2 225 32 7,200 08/30/2022 AC OVERLAY 08/07/2024 70 Fair (70-51) 70-61MASONI MASONIC WAY MASO2 GRANADA ST OLD COUNTY ROAD R 2 860 32 27,520 08/30/2022 AC OVERLAY 08/07/2024 96 Excellent (100-91) 100-91MAYWOO MAYWOOD DRIVE MAYWOO RALSTON AVENUE EL VERANO WAY R 2 1,100 25 27,500 07/15/2018 SLURRY SEAL 07/19/2024 75 Good (90-71) 80-71MEADOW MEADOW PARK CIRCLE MEADOW ST. JAMES ROAD END OF TURN A ROUND R 2 475 26 12,350 10/01/2014 DEEP PATCH 07/09/2024 58 Fair (70-51) 60-51MERRY MERRY MOPPET LANE MERR010 LYALL WAY CARLMONT DRIVE R 1 675 17 11,475 10/15/2014 AC OVERLAY 08/07/2024 86 Good (90-71) 90-81MERRY MERRY MOPPET LANE MERR020 CARLMONT DR RALSTON AVE R 1 465 16 7,440 09/09/2021 SLURRY SEAL 08/07/2024 81 Good (90-71) 90-81MEZES MEZES AVENUE MEZE1 DEAD END NOTRE DAME AVENUE R 2 1,015 21 21,315 08/30/2022 AC OVERLAY 07/16/2024 96 Excellent (100-91) 100-91MEZES MEZES AVENUE MEZE2 NOTRE DAME AVENUE ALAMEDA DE LAS PULGAS R 2 1,400 18 25,200 08/30/2022 AC OVERLAY 07/16/2024 96 Excellent (100-91) 100-91MIDDLE MIDDLE ROAD MIDD1A NOTRE DAME AVENUE SOUTH ROAD C 2 300 29 8,700 07/30/2024 2-1/4" HMA OL 08/10/2024 100 Excellent (100-91) 100-91MIDDLE MIDDLE ROAD MIDD1B SOUTH ROAD DAVEY GLEN ROAD C 2 700 26 18,200 08/01/2024 2-1/4" HMA OL 08/10/2024 100 Excellent (100-91) 100-91MIDDLE MIDDLE ROAD MIDD2 DAVEY GLEN ROAD CYPRESS AVE R 2 2,370 25 59,250 07/30/2024 2-1/4" HMA OL 08/10/2024 100 Excellent (100-91) 100-91MIDDLE MIDDLE ROAD MIDD3 CYPRESS AVE EL CAMINO REAL A 2 150 28 4,200 07/10/2024 36 Poor (50-31) 40-31MSEX MIDDLESEX ROAD MSEX HILLER STREET CAMBRIDGE STREET R 2 585 32 18,720 08/01/1996 SLURRY SEAL 08/07/2024 94 Excellent (100-91) 100-91MILLER MILLER AVENUE MILLER GREENFIELD COURT NOTRE DAME AVENUE R 2 875 18 15,750 07/30/2024 2-1/2" HMA OL 08/30/2024 100 Excellent (100-91) 100-91MILLS MILLS AVENUE MILLS SAN MATEO CITY LIMIT HILLMAN AVENUE C 2 350 21 8,050 07/11/2024 27 Failed (30-0) 30-21MIRAMA MIRAMAR TERRACE MIRAMA SOUTH ROAD HOLLY ROAD R 2 1,204 21 25,284 09/01/1994 SLURRY SEAL 07/18/2024 48 Poor (50-31) 50-41MOLITO MOLITOR ROAD MOLITO HARBOR BOULEVARD SAN CARLOS CITY LIMIT / COP C 2 1,100 20 22,000 07/19/2024 25 Failed (30-0) 30-21MONROE MONROE AVENUE MONROE MILLER AVENUE ALAMEDA DE LAS PULGAS R 2 1,450 18 26,100 09/09/2021 SLURRY SEAL 07/11/2024 84 Good (90-71) 90-81MONSER MONSERAT AVENUE MONS1 NEWLANDS AVENUE LINCOLN AVENUE R 2 820 20 16,400 09/01/1990 SLURRY SEAL 07/16/2024 96 Excellent (100-91) 100-91MONSER MONSERAT AVENUE MONS2 LINCOLN AVENUE CIPRIANI BOULEVARD R 2 2,440 20 48,800 09/01/1990 SLURRY SEAL 07/16/2024 96 Excellent (100-91) 100-91MONTE MONTE CRESTA DRIVE MONT1 SAN JUAN BOULEVARD BARCLAY WAY R 2 1,600 21 33,600 08/01/1996 SLURRY SEAL 07/16/2024 43 Poor (50-31) 50-41

349
City of Belmont - 2024 PMP Update
Street List Alphabetical
Street ID Road Name Section ID Begin Location End Location FC
Lanes Length Width Area Last MnR Date Last MnR Last PCI Date Last Calc PCI Condition Category PCI Range MONTE MONTE CRESTA DRIVE MONT2 BARCLAY WAY MONTE CRESTA COURT R 2 225 20 4,500 01/01/1996 AC OVERLAY (2 INCHES) W/FABRIC 07/16/2024 72 Good (90-71) 80-71MONTE MONTE CRESTA DRIVE MONT3 MONTE CRESTA COURT DEAD END R 2 600 20 12,000 08/01/1996 SLURRY SEAL 07/16/2024 35 Poor (50-31) 40-31MONTE MONTE CRESTA DRIVE MONT4 END S/O SEQUOIA WAY HASKINS DRIVE R 2 650 21 13,650 07/15/2018 SLURRY SEAL 07/16/2024 68 Fair (70-51) 70-61MOUNTA MOUNTAIN VIEW AVENUE MOUN1 DEAD END CHESTERTON AVENUE R 2 100 32 3,200 07/15/2018 SLURRY SEAL 08/07/2024 84 Good (90-71) 90-81MOUNTA MOUNTAIN VIEW AVENUE MOUN2 CHESTERTON AVENUE HILLER STREET R 2 300 32 9,600 07/15/2018 SLURRY SEAL 08/07/2024 86 Good (90-71) 90-81MOUNTA MOUNTAIN VIEW AVENUE MOUN3 HILLER STREET OLD COUNTY ROAD R 2 700 32 22,400 07/15/2018 SLURRY SEAL 08/07/2024 86 Good (90-71) 90-81MUIR MUIR WAY MUIR YOSEMITE DRIVE TAHOE DRIVE R 2 335 26 8,710 02/01/2003 AC OVERLAY 07/11/2024 84 Good (90-71) 90-81MULBER MULBERRY COURT MULBER CARLMONT DRIVE END OF CUL DE SAC R 2 300 29 8,700 09/09/2021 SLURRY SEAL 08/07/2024 80 Good (90-71) 80-71NAUGHT NAUGHTON AVENUE NAUG1 HILLCREST DRIVE ENCLINE WAY R 2 510 25 12,750 09/09/2021 SLURRY SEAL 08/06/2024 84 Good (90-71) 90-81NAUGHT NAUGHTON AVENUE NAUG2 ENCLINE WAY CULDESAC R 2 610 27 16,470 09/09/2021 SLURRY SEAL 08/06/2024 82 Good (90-71) 90-81NEWLAN NEWLANDS AVENUE NEWL1 CASA BONA AVENUE CIPRIANI BOULEVARD R 2 600 20 12,000 09/09/2021 SLURRY SEAL 07/16/2024 80 Good (90-71) 80-71NEWLAN NEWLANDS AVENUE NEWL2 CIPRIANI BOULEVARD SAN MATEO CITY LIMIT R 2 1,500 22 33,000 09/09/2021 SLURRY SEAL 07/16/2024 80 Good (90-71) 80-71NORTH NORTH ROAD NORT1A EL CAMINO REAL MALCOLM AVENUE R 2 565 26 14,690 08/01/1996 SLURRY SEAL 07/10/2024 64 Fair (70-51) 70-61NORTH NORTH ROAD NORT1B MALCOLM AVENUE BERESFORD STREET R 2 635 26 16,510 07/10/2024 63 Fair (70-51) 70-61NORTH NORTH ROAD NORT2 BERESFORD STREET IRENE CT (CENTER @ MEDIAN) R 2 180 37 6,660 07/10/2024 30 Failed (30-0) 30-21NORTH NORTH ROAD NORT3 IRENE COURT (CENTER @ MEDIAN) RUTH AVENUE R 2 155 33 5,115 07/10/2024 68 Fair (70-51) 70-61NORTH NORTH ROAD NORT4 RUTH AVENUE HILLMAN AVENUE R 2 470 24 11,280 08/01/1996 SLURRY SEAL 07/10/2024 36 Poor (50-31) 40-31NORTH NORTH ROAD NORT5A HILLMAN AVENUE ROSS STREET R 2 1,550 18 27,900 07/15/2018 SLURRY SEAL 07/10/2024 79 Good (90-71) 80-71NORTH NORTH ROAD NORT5B ROSS STREET NOTRE DAME AVENUE R 2 970 21 20,370 07/10/2024 80 Good (90-71) 80-71NOTRE NOTRE DAME AVENUE NOTR1 RALSTON AVENUE ARBOR AVENUE C 2 1,750 20 35,000 12/01/2015 RECONSTRUCT STRUCTURE (AC) 07/18/2024 92 Excellent (100-91) 100-91NOTRE NOTRE DAME AVENUE NOTR2 ARBOR AVENUE NORTH ROAD C 2 1,700 19 32,300 08/01/2022 SLURRY SEAL 07/10/2024 83 Good (90-71) 90-81NOTRE NOTRE DAME AVENUE NOTR3 NORTH ROAD HILLMAN AVENUE C 2 1,530 20 30,600 08/01/2022 SLURRY SEAL 07/10/2024 86 Good (90-71) 90-81NOTRE NOTRE DAME AVENUE NOTR4A HILLMAN AVENUE MILLER AVENUE C 2 1,160 19 22,040 08/01/2022 SLURRY SEAL 07/10/2024 86 Good (90-71) 90-81NOTRE NOTRE DAME AVENUE NOTR4B MILLER AVENUE ALAMEDA DE LAS PULGAS C 2 790 19 15,010 12/01/2015 RECONSTRUCT STRUCTURE (AC) 07/10/2024 91 Excellent (100-91) 100-91OAKCT OAK COURT OAKCT EAST LAUREL CREEK ROAD END OF CUL DE SAC R 2 200 21 4,200 09/09/2021 SLURRY SEAL 07/16/2024 77 Good (90-71) 80-71OAKKN OAK KNOLL DRIVE OAK1 PINE KNOLL DRIVE VALLEY VIEW AVENUE R 2 1,000 18 18,000 07/30/2024 1/2" LC, 1-3/4" HMA OL 08/30/2024 100 Excellent (100-91) 100-91OAKKN OAK KNOLL DRIVE OAK2 VALLEY VIEW AVENUE END OF LOOP R 2 1,590 19 30,210 08/08/2011 SLURRY SEAL 07/11/2024 75 Good (90-71) 80-71OLD OLD COUNTY ROAD OLD1 SAN MATEO CITY LIMIT DALE VIEW AVENUE A 2 350 40 14,000 08/30/2022 AC OVERLAY 08/06/2024 96 Excellent (100-91) 100-91OLD OLD COUNTY ROAD OLD2 DALE VIEW AVENUE MARINE VIEW AVENUE A 2 1,900 38 72,200 08/30/2022 AC OVERLAY 08/06/2024 96 Excellent (100-91) 100-91OLD OLD COUNTY ROAD OLD3 MARINE VIEW AVENUE MASONIC WAY A 2 2,000 38 76,000 08/30/2022 AC OVERLAY 08/06/2024 96 Excellent (100-91) 100-91OLD OLD COUNTY ROAD OLD4 MASONIC WAY RALSTON AVENUE A 2 285 38 10,830 08/30/2022 AC OVERLAY 08/06/2024 66 Fair (70-51) 70-61OLD OLD COUNTY ROAD OLD5 RALSTON AVE O'NEILL AVENUE A 2 875 37 32,375 05/29/2009 MILL AND THICK OVERLAY 08/07/2024 96 Excellent (100-91) 100-91OLD OLD COUNTY ROAD OLD6 O'NEILL AVENUE COP 130' S/O KAREN A 2 475 58 27,550 05/29/2009 MILL AND THICK OVERLAY 08/07/2024 97 Excellent (100-91) 100-91OLD OLD COUNTY ROAD OLD7 COP 130' S/O KAREN CITY LIMIT 300' S/O HARBOR BLVD A 2 630 58 36,540 08/22/2019 65 Fair (70-51) 70-61ONEIL ONEILL AVE ONE010 EL CAMINO REAL 100' WEST OF FIFTH AVE R 2 370 35 12,950 06/01/2022 SLURRY SEAL 08/07/2024 85 Good (90-71) 90-81ONEIL ONEILL AVE ONE020 100' WEST OF FIFTH AVE SIXTH AVE (W) R 2 170 34 5,780 08/07/2024 85 Good (90-71) 90-81ONEIL ONEILL AVE ONE030 SIXTH AVENUE (W) SUNNYSLOPE AVENUE R 2 300 25 7,500 11/03/2011 RECONSTRUCT STRUCTURE (AC) 08/07/2024 82 Good (90-71) 90-81ONEIL ONEILL AVE ONE040 SUNNYSLOPE AVENUE WEST CUL DE SAC R 2 218 25 5,450 08/07/2024 70 Fair (70-51) 70-61ONEIL ONEILL AVE ONE200 OLD COUNTY ROAD ELMER ST R 2 400 20 8,000 12/17/2013 DEEP PATCH 07/18/2024 96 Excellent (100-91) 100-91

350
City of Belmont - 2024 PMP Update
Street List Alphabetical
Street ID Road Name Section ID Begin Location End Location FC
Lanes Length Width Area Last MnR Date Last MnR Last PCI Date Last Calc PCI Condition Category PCI Range ONEIL ONEILL AVE ONE210 ELMER STREET FURLONG STREET R 2 260 33 8,580 09/01/1990 SLURRY SEAL 07/18/2024 87 Good (90-71) 90-81ONEIL ONEILL AVE ONE220 FURLONG STREET GRANADA STREET R 2 233 33 7,689 07/18/2024 85 Good (90-71) 90-81ONEIL ONEILL AVE ONE230 GRANADA STREET HILLER STREET R 2 238 33 7,854 07/18/2024 85 Good (90-71) 90-81ONEIL ONEILL AVE ONE240 HILLER STREET IRWIN STREET R 2 238 33 4,046 07/18/2024 89 Good (90-71) 90-81ONEIL ONEILL AVE ONE250 IRWIN STREET JUDSON STREET R 2 237 33 7,821 07/18/2024 89 Good (90-71) 90-81ONEIL ONEILL AVE ONE260 JUDSON STREET KEDITH STREET R 2 235 33 7,755 07/18/2024 89 Good (90-71) 90-81ONEIL ONEILL AVE ONE270 KEDITH STREET DAIRY LANE R 2 154 33 5,082 07/18/2024 89 Good (90-71) 90-81OXFCTN OXFORD CT (NORTH) OXFN1 OXFORD WAY NORTH END R 2 209 26 5,434 08/07/2024 77 Good (90-71) 80-71OXFCTS OXFORD CT (SOUTH) OXFS1 OXFORD WAY SOUTH END R 2 138 25 3,450 08/07/2024 75 Good (90-71) 80-71OXFPL OXFORD PL OXF1 OXFORD WAY OXFORD WAY R 2 860 32 27,520 08/07/2024 96 Excellent (100-91) 100-91OXFORD OXFORD WAY OXFO1A OXFORD PL (COP) OXFORD CT R 2 700 32 22,400 08/07/2024 86 Good (90-71) 90-81OXFORD OXFORD WAY OXFO1B OXFORD CT CHESTERTON AVE R 2 540 38 20,520 09/09/2021 SLURRY SEAL 08/07/2024 86 Good (90-71) 90-81OXFORD OXFORD WAY OXFO2 CHESTERTON AVE HILLER STREET R 2 700 32 22,400 09/09/2021 SLURRY SEAL 08/07/2024 88 Good (90-71) 90-81PADDIN PADDINGTON COURT PADDIN HALLMARK DRIVE END OF CUL DE SAC R 2 150 30 4,500 07/15/2018 SLURRY SEAL 07/12/2024 77 Good (90-71) 80-71PALM PALM AVENUE (FIFTH) PALM010 ONEIL AVE COP 100' N/O ONEIL AVE R 2 100 28 2,800 08/07/2024 19 Failed (30-0) 20-11PALM PALM AVENUE (FIFTH) PALM020 COP 100' N/O ONIEL AVE WALTERMIRE ST R 2 143 26 3,718 09/09/2021 SLURRY SEAL 08/07/2024 68 Fair (70-51) 70-61PALMER PALMER AVENUE PALMER CARMELITA AVENUE BUENA VISTA DRIVE R 2 440 30 13,200 09/09/2021 HEAVY MAINTENANCE 07/16/2024 81 Good (90-71) 90-81PALOMA PALOMA AVENUE PALOMA DEAD END VINE STREET R 2 850 20 17,000 07/19/2024 25 Failed (30-0) 30-21PARKRI PARKRIDGE COURT PARKRI HASTINGS DRIVE DEAD END R 2 250 17 4,250 07/15/2018 SLURRY SEAL 08/07/2024 83 Good (90-71) 90-81PHYLLI PHYLLIS COURT PHYLLI COLLEGE VIEW WAY END OF CUL DE SAC R 2 200 24 4,800 07/18/2024 20 Failed (30-0) 20-11PINE PINE KNOLL DRIVE PINE END OF CUL DE SAC HILLMAN AVENUE R 2 1,510 18 27,180 09/09/2021 HEAVY REHABILITATION 07/11/2024 96 Excellent (100-91) 100-91PLATEA PLATEAU DRIVE PLATEA UPPER LOCK AVENUE LOWER LOCK AVENUE R 2 1,600 25 40,000 07/15/2018 SLURRY SEAL 08/06/2024 78 Good (90-71) 80-71PONCE PONCE AVENUE PONC1 PRINDLE ROAD READ AVENUE R 2 1,450 17 24,650 06/15/2019 AC OVERLAY 07/16/2024 91 Excellent (100-91) 100-91PONCE PONCE AVENUE PONC2 READ AVENUE CIPRIANI BOULEVARD R 2 450 20 9,000 06/15/2019 AC OVERLAY 07/16/2024 89 Good (90-71) 90-81PONCE PONCE AVENUE PONC3 CIPRIANI BOULEVARD END OF CUL DE SAC R 2 600 29 17,400 09/09/2021 SLURRY SEAL 07/16/2024 77 Good (90-71) 80-71PRINDL PRINDLE ROAD PRIND1 CORONET BOULEVARD PONCE R 2 1,327 21 27,867 07/15/2024 17 Failed (30-0) 20-11PRINDL PRINDLE ROAD PRIND2 PONCE CIPRIANI BOULEVARD R 2 323 21 6,783 07/15/2024 88 Good (90-71) 90-81PROSPE PROSPECT STREET PROSPE LANE STREET SAN CARLOS CITY LIMIT / COP R 2 500 20 10,000 07/19/2024 30 Failed (30-0) 30-21PULLMA PULLMAN AVENUE PULL1A COVINGTON ROAD EWELL ROAD R 2 1,350 19 25,650 07/18/2024 46 Poor (50-31) 50-41PULLMA PULLMAN AVENUE PULL1B EWELL ROAD CORONET BOULEVARD R 2 815 21 17,115 07/18/2024 46 Poor (50-31) 50-41PULLMA PULLMAN AVENUE PULL2 CORONET BOULEVARD RALSTON AVENUE R 2 200 20 4,000 07/18/2024 25 Failed (30-0) 30-21RALSE EB RALSTON AVENUE, EB RALS010 CHRISTIAN DRIVE HALLMARK DRIVE A 2 2,150 24 51,600 07/12/2024 64 Fair (70-51) 70-61RALSE EB RALSTON AVENUE, EB RALS020 HALLMARK DRIVE BELMONT CANYON ROAD A 2 1,050 22 23,100 09/01/1986 AC OVERLAY (2 INCHES) 07/12/2024 60 Fair (70-51) 60-51RALSE EB RALSTON AVENUE, EB RALS030 BELMONT CANYON ROAD DAVIS DRIVE A 2 1,800 23 41,400 09/01/1986 AC OVERLAY (2 INCHES) 08/08/2024 53 Fair (70-51) 60-51RALSE EB RALSTON AVENUE, EB RALS040 DAVIS DRIVE CIPRIANI BOULEVARD A 2 1,525 23 35,075 09/01/1986 AC OVERLAY (2 INCHES) 08/08/2024 53 Fair (70-51) 60-51RALSE EB RALSTON AVENUE, EB RALS050 CIPRIANI BOULEVARD LYALL WAY A 2 2,030 25 50,750 08/08/2011 PATCH AND SLURRY SEAL 08/08/2024 49 Poor (50-31) 50-41RALSE EB RALSTON AVENUE, EB RALS060 LYALL WAY ALAMEDA DE LAS PULGAS A 2 950 25 23,750 08/08/2011 PATCH AND SLURRY SEAL 08/08/2024 47 Poor (50-31) 50-41RALSE EB RALSTON AVENUE, EB RALS070 ALAMEDA DE LAS PULGAS VILLA AVENUE A 2 350 23 8,050 08/08/2011 PATCH AND SLURRY SEAL 08/08/2024 47 Poor (50-31) 50-41RALSE EB RALSTON AVENUE, EB RALS080 VILLA AVENUE MAYWOOD DRIVE A 1 350 20 7,000 07/30/2023 CIPR 08/08/2024 97 Excellent (100-91) 100-91

351
City of Belmont - 2024 PMP Update
Street List Alphabetical
Street ID Road Name Section ID Begin Location End Location FC
Lanes Length Width Area Last MnR Date Last MnR Last PCI Date Last Calc PCI Condition Category PCI Range RALSE EB RALSTON AVENUE, EB RALS090 MAYWOOD DRIVE NOTRE DAME AVENUE A 1 1,400 23 32,200 07/30/2023 CIPR 08/08/2024 97 Excellent (100-91) 100-91RALSE EB RALSTON AVENUE, EB RALS100 NOTRE DAME AVENUE CHULA VISTA DRIVE A 1 1,250 23 28,750 07/30/2023 CIPR 08/08/2024 97 Excellent (100-91) 100-91RALSE EB RALSTON AVENUE, EB RALS110 CHULA VISTA DRIVE SOUTH ROAD A 1 1,600 23 36,800 07/30/2023 CIPR 08/08/2024 97 Excellent (100-91) 100-91RALSE EB RALSTON AVENUE, EB RALS120 SOUTH ROAD TWIN PINES LN A 2 650 30 19,500 08/08/2011 PATCH AND SLURRY SEAL 08/08/2024 58 Fair (70-51) 60-51RALSE EB RALSTON AVENUE, EB RALS130 TWIN PINES LN SIXTH AVENUE A 2 300 32 9,600 08/08/2011 PATCH AND SLURRY SEAL 08/08/2024 65 Fair (70-51) 70-61RALSE EB RALSTON AVENUE, EB RALS140 SIXTH AVENUE EL CAMINO REAL A 2 600 32 19,200 08/08/2011 PATCH AND SLURRY SEAL 08/08/2024 58 Fair (70-51) 60-51RALSE EB RALSTON AVENUE, EB RALS150 EL CAMINO REAL OLD COUNTRY ROAD A 3 275 37 10,175 08/08/2024 79 Good (90-71) 80-71RALSE EB RALSTON AVENUE, EB RALS160 OLD COUNTY ROAD ELMER STREET A 2 400 37 16,000 08/08/2024 81 Good (90-71) 90-81RALSE EB RALSTON AVENUE, EB RALS170 ELMER STREET GRANADA STREET A 2 500 35 17,500 08/08/2024 70 Fair (70-51) 70-61RALSE EB RALSTON AVENUE, EB RALS180 GRANADA STREET HILLER STREET A 2 300 40 12,600 02/01/2003 AC OVERLAY 08/08/2024 77 Good (90-71) 80-71RALSE EB RALSTON AVENUE, EB RALS190 HILLER STREET REDWOOD CITY LIMIT A 2 2,125 32 68,000 02/01/2003 AC OVERLAY 08/08/2024 72 Good (90-71) 80-71RALSE WB RALSTON AVENUE, WB RALS010 REDWOOD CITY LIMIT HILLER STREET A 2 2,125 32 68,000 02/01/2003 AC OVERLAY 08/08/2024 59 Fair (70-51) 60-51RALSE WB RALSTON AVENUE, WB RALS020 HILLER STREET GRANADA STREET A 2 300 34 10,200 02/01/2003 AC OVERLAY 08/08/2024 75 Good (90-71) 80-71RALSE WB RALSTON AVENUE, WB RALS030 GRANADA STREET ELMER STREET A 2 500 33 16,500 08/08/2024 77 Good (90-71) 80-71RALSE WB RALSTON AVENUE, WB RALS040 ELMER STREET OLD COUNTY ROAD A 2 400 37 14,800 08/08/2024 67 Fair (70-51) 70-61RALSE WB RALSTON AVENUE, WB RALS050 OLD COUNTY ROAD EL CAMINO REAL A 4 275 44 12,100 08/08/2024 73 Good (90-71) 80-71RALSE WB RALSTON AVENUE, WB RALS060 EL CAMINO REAL SIXTH AVENUE A 2 600 28 16,800 08/08/2011 PATCH AND SLURRY SEAL 08/08/2024 60 Fair (70-51) 60-51RALSE WB RALSTON AVENUE, WB RALS070 SIXTH AVENUE TWIN PINES LN A 2 300 38 11,400 08/08/2011 PATCH AND SLURRY SEAL 08/08/2024 63 Fair (70-51) 70-61RALSE WB RALSTON AVENUE, WB RALS080 TWIN PINES LN SOUTH ROAD A 2 620 27 16,740 08/08/2011 PATCH AND SLURRY SEAL 08/08/2024 60 Fair (70-51) 60-51RALSE WB RALSTON AVENUE, WB RALS090 SOUTH ROAD CHULA VISTA DRIVE A 1 1,600 20 32,000 07/30/2023 CIPR 08/08/2024 97 Excellent (100-91) 100-91RALSE WB RALSTON AVENUE, WB RALS100 CHULA VISTA DRIVE NOTRE DAME AVENUE A 1 1,250 19 23,750 07/30/2023 CIPR 08/08/2024 97 Excellent (100-91) 100-91RALSE WB RALSTON AVENUE, WB RALS110 NOTRE DAME AVENUE MAYWOOD DRIVE A 1 1,400 19 26,600 07/30/2023 CIPR 08/08/2024 97 Excellent (100-91) 100-91RALSE WB RALSTON AVENUE, WB RALS120 MAYWOOD DRIVE VILLA AVENUE A 1 350 31 10,850 07/30/2023 CIPR 08/08/2024 97 Excellent (100-91) 100-91RALSE WB RALSTON AVENUE, WB RALS130 VILLA AVENUE ALAMEDA DE LAS PULGAS A 3 350 34 11,900 08/08/2011 PATCH AND SLURRY SEAL 08/08/2024 50 Poor (50-31) 50-41RALSE WB RALSTON AVENUE, WB RALS140 ALAMEDA DE LAS PULGAS PULLMAN AVENUE A 2 900 23 20,700 08/08/2011 PATCH AND SLURRY SEAL 08/08/2024 54 Fair (70-51) 60-51RALSE WB RALSTON AVENUE, WB RALS150 PULLMAN AVENUE CIPRIANI BOULEVARD A 2 2,030 25 50,750 08/08/2011 PATCH AND SLURRY SEAL 08/08/2024 64 Fair (70-51) 70-61RALSE WB RALSTON AVENUE, WB RALS160 CIPRIANI BOULEVARD DAVIS DRIVE A 2 1,540 25 38,500 09/01/1986 AC OVERLAY (2 INCHES) 08/08/2024 66 Fair (70-51) 70-61RALSE WB RALSTON AVENUE, WB RALS170 DAVIS DRIVE BELMONT CANYON ROAD A 2 1,800 25 45,000 09/01/1986 AC OVERLAY (2 INCHES) 08/08/2024 57 Fair (70-51) 60-51RALSE WB RALSTON AVENUE, WB RALS180 BELMONT CANYON ROAD HALLMARK DRIVE A 2 1,075 25 26,875 09/01/1986 AC OVERLAY (2 INCHES) 08/08/2024 63 Fair (70-51) 70-61RALSE WB RALSTON AVENUE, WB RALS190 HALLMARK DRIVE CHRISTIAN DRIVE A 2 2,150 25 53,750 08/08/2024 62 Fair (70-51) 70-61RALSFR RALSTON FRONTAGE RD RAFR1 GRANADA ST HILLER R 2 200 18 3,600 07/19/2024 45 Poor (50-31) 50-41RALSFR RALSTON FRONTAGE RD RAFR2 HILLER KEDITH ST R 2 675 36 24,300 07/19/2024 6 Failed (30-0) 10-0RALSTR RALSTON RANCH RALRA1 CHRISTIAN DRIVE RALSTON AVE R 2 1,950 31 60,450 07/15/2018 SLURRY SEAL 08/06/2024 85 Good (90-71) 90-81READ READ AVENUE READ1 CASA BONA AVENUE CARMELITA AVENUE R 2 700 16 11,200 09/09/2021 SLURRY SEAL 07/16/2024 79 Good (90-71) 80-71READ READ AVENUE READ2 CARMELITA AVENUE PONCE AVENUE R 2 790 18 14,220 09/09/2021 SLURRY SEAL 07/16/2024 80 Good (90-71) 80-71READ READ AVENUE READ3 PONCE AVENUE END OF CUL DE SAC R 2 650 20 13,000 08/20/2007 SLURRY SEAL 07/16/2024 83 Good (90-71) 90-81REPOSO REPOSO WAY REPOSO HILLCREST DRIVE ENCLINE WAY R 2 600 24 14,400 09/09/2021 SLURRY SEAL 08/06/2024 84 Good (90-71) 90-81RIDGE RIDGE ROAD RIDGE END OF CUL DE SAC NOTRE DAME AVENUE R 2 900 21 18,900 01/01/1996 AC OVERLAY (2 INCHES) W/FABRIC 07/11/2024 51 Fair (70-51) 60-51RIDGEW RIDGEWOOD COURT RIDGEW HASTINGS DRIVE DEAD END R 2 175 17 2,975 07/15/2018 SLURRY SEAL 08/07/2024 83 Good (90-71) 90-81

352
City of Belmont - 2024 PMP Update
Street List Alphabetical
Street ID Road Name Section ID Begin Location End Location FC
Lanes Length Width Area Last MnR Date Last MnR Last PCI Date Last Calc PCI Condition Category PCI Range RINCON RINCONADA CIRCLE RINCON ST. JAMES ROAD END OF TURN A ROUND R 2 800 29 23,200 07/09/2024 66 Fair (70-51) 70-61ROBBIN ROBBIN WHIPPLE WAY ROBBIN BELBURN DRIVE END OF CUL DE SAC R 2 1,150 27 31,050 09/09/2021 SLURRY SEAL 07/18/2024 89 Good (90-71) 90-81ROBERT ROBERT AVENUE ROBERT SKYMONT DRIVE BISHOP ROAD R 2 150 30 4,500 08/06/2024 55 Fair (70-51) 60-51ROSS ROSS STREET ROSS WINDING WAY NORTH ROAD R 2 275 18 4,950 10/01/1986 AC OVERLAY (2 INCHES) W/FABRIC 07/11/2024 41 Poor (50-31) 50-41ROXBUR ROXBURY WAY ROXBUR HILLER STREET CAMBRIDGE STREET R 2 700 32 22,400 08/01/1996 SLURRY SEAL 08/07/2024 76 Good (90-71) 80-71RUTH RUTH AVENUE RUTH EL CAMINO REAL NORTH ROAD R 2 1,325 24 31,800 07/19/2020 AC OVERLAY 07/11/2024 96 Excellent (100-91) 100-91SANAR SAN ARDO WAY SANAR MONTE CRESTA DRIVE BARCLAY WAY R 2 850 20 17,000 09/09/2021 SLURRY SEAL 07/16/2024 76 Good (90-71) 80-71SANJU SAN JUAN BOULEVARD SAN1 CIPRIANI BOULEVARD MONTE CRESTA DRIVE C 2 1,600 24 38,400 07/15/2024 33 Poor (50-31) 40-31SANJU SAN JUAN BOULEVARD SAN2 MONTE CRESTA DRIVE EAST LAUREL CREEK ROAD C 2 2,614 25 65,350 07/15/2024 38 Poor (50-31) 40-31SEAPL SEAGATE PLACE SEAPL SEAGATE WAY END OF CUL DE SAC R 2 140 32 4,480 09/09/2021 SLURRY SEAL 08/07/2024 83 Good (90-71) 90-81SEAWY SEAGATE WAY SEAWY DEAD END OXFORD WAY R 2 750 32 24,000 09/09/2021 SLURRY SEAL 08/07/2024 85 Good (90-71) 90-81SEM SEM LANE SEM DEAD END SHOREWAY DRIVE R 2 650 32 20,800 09/01/1994 SLURRY SEAL 08/06/2024 57 Fair (70-51) 60-51SEMERI SEMERIA AVENUE SEMERI CIPRIANI BOULEVARD CASA BONA AVENUE R 2 1,350 17 22,950 07/19/2020 AC OVERLAY 07/16/2024 94 Excellent (100-91) 100-91SEQUOI SEQUOIA AVENUE SEQU1 BARCLAY WAY ALL VIEW WAY R 2 600 21 12,600 01/01/1996 AC OVERLAY (2 INCHES) W/FABRIC 07/16/2024 66 Fair (70-51) 70-61SEQUOI SEQUOIA AVENUE SEQU2 ALL VIEW WAY MONTE CRESTA DRIVE R 2 1,000 21 21,000 07/15/2018 SLURRY SEAL 07/16/2024 76 Good (90-71) 80-71SHARON SHARON AVENUE SHARON ALAMEDA DE LAS PULGAS CORONET BOULEVARD R 2 290 21 6,090 07/15/2018 SLURRY SEAL 07/16/2024 76 Good (90-71) 80-71SHERBO SHERBORNE DRIVE SHERBO SOMERSET DRIVE (W) SOMERSET DRIVE (S) R 2 1,120 29 32,480 09/09/2021 SLURRY SEAL 07/10/2024 84 Good (90-71) 90-81SHIRLE SHIRLEY ROAD SHIRLE FOREST AVENUE FOREST AVENUE R 2 700 17 11,900 08/20/2007 SLURRY SEAL 07/16/2024 65 Fair (70-51) 70-61SHOREW SHOREWAY ROAD SHOR1 REDWOOD CITY LIMIT COP N/O SEM LANE R 2 1,015 36 36,540 09/01/1994 SLURRY SEAL 08/06/2024 12 Failed (30-0) 20-11SHOREW SHOREWAY ROAD SHOR2 COP N/O SEM LANE SAN CARLOS CITY LIMIT R 2 2,710 31 84,010 09/01/1994 SLURRY SEAL 08/06/2024 84 Good (90-71) 90-81SIXTH SIXTH AVENUE SIXT1 HILL STREET RALSTON AVENUE A 2 500 38 19,000 08/01/2022 SLURRY SEAL 07/18/2024 82 Good (90-71) 90-81SIXTH SIXTH AVENUE SIXT2 RALSTON AVENUE EMMETT AVENUE A 2 275 49 13,475 08/07/2024 86 Good (90-71) 90-81SIXTH SIXTH AVENUE SIXT3 EMMETT AVENUE WALTERMIRE STREET A 2 300 54 16,200 08/01/2022 SLURRY SEAL 08/07/2024 83 Good (90-71) 90-81SIXTH SIXTH AVENUE SIXT4 WALTERMIRE STREET O'NEILL AVENUE A 2 285 20 5,700 08/01/2022 SLURRY SEAL 08/07/2024 88 Good (90-71) 90-81SIXTH SIXTH AVENUE SIXT5 O'NEILL AVENUE HARBOR BOULEVARD A 2 1,100 38 41,800 08/01/2022 SLURRY SEAL 08/07/2024 72 Good (90-71) 80-71SIXTH SIXTH AVENUE SIXT6A HARBOR BOULEVARD LANE STREET A 2 450 26 11,700 08/08/2013 RUBBERIZED CHIP SEAL 08/07/2024 75 Good (90-71) 80-71SIXTH SIXTH AVENUE SIXT6B LANE STREET E STREET A 2 300 19 5,700 08/07/2024 77 Good (90-71) 80-71SIXTH SIXTH AVENUE SIXT7 E STREET SAN CARLOS CITY LIMIT A 2 575 28 16,100 08/07/2024 96 Excellent (100-91) 100-91SKYCT SKYMONT COURT SKYCT SKYMONT DRIVE END OF CUL DE SAC R 2 150 32 4,800 08/06/2024 60 Fair (70-51) 60-51SKYDR SKYMONT DRIVE SKYDR MARSTEN AVENUE DEAD END R 2 1,350 30 40,500 08/06/2024 58 Fair (70-51) 60-51SOHO SOHO CIRCLE SOHO HALLMARK DRIVE END OF CUL DE SAC R 2 120 30 3,600 07/15/2018 SLURRY SEAL 07/12/2024 78 Good (90-71) 80-71SOLCT SOLANA COURT SOLCT SOLANA DRIVE END OF CUL DE SAC R 2 130 25 3,250 07/19/2024 20 Failed (30-0) 20-11SOLDR SOLANA DRIVE SOLD1 CHULA VISTA DRIVE SOLANA COURT R 2 400 25 10,000 07/19/2024 25 Failed (30-0) 30-21SOLDR SOLANA DRIVE SOLD2 SOLANA COURT END OF CUL DE SAC R 2 800 25 20,000 08/01/1996 SLURRY SEAL 07/19/2024 36 Poor (50-31) 40-31SOMCT SOMERSET COURT SOMCT SOMERSET DRIVE END OF CUL DE SAC R 2 200 29 5,800 09/09/2021 SLURRY SEAL 07/10/2024 82 Good (90-71) 90-81SOMDR SOMERSET DRIVE SOM1 SOMERSET COURT LEIGH WAY R 2 700 29 20,300 09/09/2021 SLURRY SEAL 07/10/2024 80 Good (90-71) 80-71SOMDR SOMERSET DRIVE SOM2 LEIGH WAY WAKEFIELD DRIVE R 2 1,150 29 33,350 09/09/2021 SLURRY SEAL 07/10/2024 73 Good (90-71) 80-71SOUTH SOUTH ROAD SOUT1 MIDDLE ROAD COLLEGE VIEW WAY C 2 1,020 20 20,400 09/01/1994 SLURRY SEAL 07/18/2024 58 Fair (70-51) 60-51SOUTH SOUTH ROAD SOUT2 COLLEGE VIEW WAY HOLLY ROAD (N) C 2 1,200 21 25,200 07/30/2024 2" HMA OL 08/18/2024 100 Excellent (100-91) 100-91

353
City of Belmont - 2024 PMP Update
Street List Alphabetical
Street ID Road Name Section ID Begin Location End Location FC
Lanes Length Width Area Last MnR Date Last MnR Last PCI Date Last Calc PCI Condition Category PCI Range SOUTH SOUTH ROAD SOUT3 HOLLY ROAD (N) RALSTON AVENUE C 2 1,950 20 39,000 09/09/2021 SLURRY SEAL 07/18/2024 66 Fair (70-51) 70-61SOUTHV SOUTHVIEW COURT SOUTHV SOUTH ROAD END OF CUL DE SAC R 2 450 27 12,150 01/01/1996 AC OVERLAY (2 INCHES) W/FABRIC 07/18/2024 63 Fair (70-51) 70-61SPRING SPRING LANE SPRING VINE STREET END OF CUL DE SAC R 2 270 25 6,750 09/09/2021 SLURRY SEAL 07/19/2024 85 Good (90-71) 90-81STJA ST. JAMES ROAD ST1 COMSTOCK CIRCLE WALTHAM CROSS R 2 1,130 37 41,810 07/01/1986 SLURRY SEAL 07/12/2024 14 Failed (30-0) 20-11STJA ST. JAMES ROAD ST2 WALTHAM CROSS REFUGE BOUNDARY R 2 600 37 22,200 09/01/1994 SLURRY SEAL 07/12/2024 37 Poor (50-31) 40-31STJA ST. JAMES ROAD ST3 REFUGE BOUNDARY ENTRANCE TO FOX SCHOOL R 2 1,850 37 68,450 07/12/2024 39 Poor (50-31) 40-31STERLI STERLING VIEW AVENUE STERLI HILLER STREET OLD COUNTY ROAD R 2 425 32 13,600 09/09/2021 SLURRY SEAL 08/07/2024 89 Good (90-71) 90-81SUNNYS SUNNYSLOPE AVENUE SUNN1 O'NEILL AVENUE HARBOR BOULEVARD R 2 870 28 24,360 08/07/2024 21 Failed (30-0) 30-21SUNNYS SUNNYSLOPE AVENUE SUNN2A HARBOR BOULEVARD 1572 SUNNYSLOPE AVENUE R 2 600 20 12,000 08/07/2024 16 Failed (30-0) 20-11SUNNYS SUNNYSLOPE AVENUE SUNN2B 1572 SUNNYSLOPE AVENUE LANE STREET R 2 200 20 4,000 09/09/2021 SLURRY SEAL 08/07/2024 66 Fair (70-51) 70-61SUNNYS SUNNYSLOPE AVENUE SUNN2C LANE STREET SAN CARLOS CITY LIMIT R 2 860 20 17,200 08/07/2024 20 Failed (30-0) 20-11SUSSEX SUSSEX COURT SUSSEX HILLER STREET END OF CUL DE SAC R 2 150 32 4,800 09/09/2021 HEAVY REHABILITATION 08/07/2024 97 Excellent (100-91) 100-91TAHOE TAHOE DRIVE TAHOE RALSTON AVENUE LASSEN DRIVE R 2 1,900 26 49,400 09/09/2021 SLURRY SEAL 07/11/2024 79 Good (90-71) 80-71TALBRY TALBRYN DRIVE TALB1A PALOMA AVENUE ARDEN LN R 2 1,325 17 22,525 07/15/2018 SLURRY SEAL 07/19/2024 84 Good (90-71) 90-81TALBRY TALBRYN DRIVE TALB1B ARDEN LN ARON COURT R 2 326 19 6,194 07/19/2024 40 Poor (50-31) 40-31TALBRY TALBRYN DRIVE TALB2 ARON COURT BUCKLAND AVENUE R 2 358 24 8,592 07/19/2024 60 Fair (70-51) 60-51TERRAC TERRACE DRIVE TERR1 NOTRE DAME AVENUE HILLMAN AVENUE R 2 2,275 19 43,225 04/23/2014 DEEP PATCH 07/16/2024 74 Good (90-71) 80-71TERRAC TERRACE DRIVE TERR2 HILLMAN AVENUE MEZES AVENUE R 2 375 18 6,750 09/09/2021 HEAVY REHABILITATION 07/16/2024 95 Excellent (100-91) 100-91THURM THURM AVENUE THURM SAN MATEO CITY LIMIT WOOSTER AVENUE R 2 750 21 15,750 09/09/2021 SLURRY SEAL 07/16/2024 89 Good (90-71) 90-81TIOGA TIOGA WAY TIOGA YOSEMITE DRIVE END OF CUL DE SAC R 2 300 27 8,100 08/01/1996 SLURRY SEAL 07/11/2024 79 Good (90-71) 80-71UPPER UPPER LOCK AVENUE UPPER BELMONT CANYON ROAD 3242 UPPER LOCK AVENUE R 2 1,185 24 28,440 07/30/2024 2" HMA OL 08/11/2024 100 Excellent (100-91) 100-91VALDEZ VALDEZ AVENUE VALDEZ FERNWOOD WAY EL VERANO WAY R 2 900 25 22,500 09/01/1990 SLURRY SEAL 08/07/2024 26 Failed (30-0) 30-21VALERG VALERGA DRIVE VALERG ALAMEDA DE LAS PULGAS Dead End R 2 600 38 22,800 09/09/2021 HEAVY REHABILITATION 08/07/2024 96 Excellent (100-91) 100-91VALLEY VALLEY VIEW AVENUE VALL1 NOTRE DAME AVENUE 1727 VALLEY VIEW AVENUE R 2 1,050 19 19,950 09/09/2021 SLURRY SEAL 07/11/2024 78 Good (90-71) 80-71VALLEY VALLEY VIEW AVENUE VALL2 1727 VALLEY VIEW AVENUE OAK KNOLL DRIVE R 2 1,150 18 20,700 09/09/2021 SLURRY SEAL 07/11/2024 80 Good (90-71) 80-71VANNIE VANNIER DRIVE VANNIE SOUTH ROAD (W) SOUTH ROAD (E) R 2 875 20 17,500 07/18/2024 27 Failed (30-0) 30-21VILLA VILLA AVENUE VILLA1 ACADEMY AVENUE BELBURN DRIVE R 2 1,150 28 32,200 01/01/1996 AC OVERLAY (2 INCHES) W/FABRIC 07/18/2024 67 Fair (70-51) 70-61VILLA VILLA AVENUE VILLA2 BELBURN DRIVE RALSTON AVENUE R 2 375 28 10,500 09/09/2021 SLURRY SEAL 07/18/2024 90 Good (90-71) 90-81VILCT VILLAGE COURT VILCT VILLAGE DRIVE END OF CUL DE SAC R 2 350 34 11,900 09/09/2021 SLURRY SEAL 08/07/2024 66 Fair (70-51) 70-61VILDR VILLAGE DRIVE VILDR CARLMONT DRIVE DEAD END R 2 1,000 34 34,000 09/09/2021 SLURRY SEAL 08/07/2024 84 Good (90-71) 90-81VINE VINE STREET VINE1A HARBOR BOULEVARD SPRING LANE R 2 1,010 25 25,250 07/19/2024 29 Failed (30-0) 30-21VINE VINE STREET VINE1B SPRING LANE 1537 VINE ST (COP) R 2 548 25 13,700 07/09/2024 29 Failed (30-0) 30-21VINE VINE STREET VINE2 1537 VINE STREET / COP SAN CARLOS CITY LIMIT / COP R 2 955 25 23,875 09/09/2021 SLURRY SEAL 07/19/2024 85 Good (90-71) 90-81VIRGIN VIRGINIA AVENUE VIRGIN MIDDLE ROAD DEAD END R 2 630 21 13,230 07/30/2024 2" HMA OL 08/18/2024 100 Excellent (100-91) 100-91WAKCT WAKEFIELD COURT WAKCT WAKEFIELD DRIVE END OF CUL DE SAC R 2 250 29 7,250 09/09/2021 SLURRY SEAL 07/10/2024 86 Good (90-71) 90-81WAKDR WAKEFIELD DRIVE WAK1 HALLMARK DRIVE SOMERSET DRIVE R 2 600 29 17,400 09/09/2021 SLURRY SEAL 07/10/2024 81 Good (90-71) 90-81WAKDR WAKEFIELD DRIVE WAK2 SOMERSET DRIVE WAKEFIELD DRIVE R 2 2,800 29 81,200 09/09/2021 SLURRY SEAL 07/10/2024 78 Good (90-71) 80-71WALTER WALTERMIRE STREET WALT1 ELMER STREET OLD COUNTY ROAD R 2 400 22 8,800 07/18/2024 49 Poor (50-31) 50-41WALTER WALTERMIRE STREET WALT2 FIFTH AVENUE EL CAMINO REAL R 2 241 32 7,712 09/09/2021 SLURRY SEAL 08/07/2024 82 Good (90-71) 90-81

354
City of Belmont - 2024 PMP Update
Street List Alphabetical
Street ID Road Name Section ID Begin Location End Location FC
Lanes Length Width Area Last MnR Date Last MnR Last PCI Date Last Calc PCI Condition Category PCI Range WALTER WALTERMIRE STREET WALT3 SIXTH AVENUE FIFTH AVENUE R 2 259 35 9,065 09/09/2021 SLURRY SEAL 08/07/2024 84 Good (90-71) 90-81WALTHA WALTHAM CROSS WALTH1 COMSTOCK CIRCLE 2748 WALTHAM CROSS R 2 1,000 29 29,000 07/15/2018 SLURRY SEAL 07/12/2024 85 Good (90-71) 90-81WALTHA WALTHAM CROSS WALTH2 2748 WALTHAM CROSS ST. JAMES ROAD R 2 435 29 12,615 07/15/2018 SLURRY SEAL 07/12/2024 84 Good (90-71) 90-81WATERL WATERLOO COURT WATERL HALLMARK DRIVE END OF CUL DE SAC R 2 700 32 22,400 07/15/2018 SLURRY SEAL 07/12/2024 83 Good (90-71) 90-81WEMBER WEMBERLY DRIVE WEMB1 COMSTOCK CIRCLE HALLMARK DRIVE R 2 1,250 29 36,250 07/12/2024 17 Failed (30-0) 20-11WEMBER WEMBERLY DRIVE WEMB2 HALLMARK DRIVE ST. JAMES ROAD R 2 1,000 29 29,000 07/15/2018 SLURRY SEAL 07/12/2024 83 Good (90-71) 90-81WESSEX WESSEX WAY WESS1 END OF CUL DE SAC HILLER STREET R 2 600 32 19,200 09/09/2021 HEAVY REHABILITATION 08/07/2024 96 Excellent (100-91) 100-91WESSEX WESSEX WAY WESS2 HILLER STREET GRANADA STREET R 2 400 32 12,800 02/01/2003 AC OVERLAY 08/07/2024 85 Good (90-71) 90-81WESSEX WESSEX WAY WESS3 GRANADA STREET ENTRANCE TO POST OFFICE R 2 400 32 12,800 09/09/2021 HEAVY REHABILITATION 08/07/2024 96 Excellent (100-91) 100-91WESTN WEST NAUGHTON AVENUE WESTN1 BELMONT CANYON RD CULDESAC R 2 975 32 31,200 08/20/2007 SLURRY SEAL 08/06/2024 70 Fair (70-51) 70-61WILLIA WILLIAMS AVENUE WILLIA NORTH ROAD RIDGE ROAD R 2 785 20 15,700 01/01/1996 AC OVERLAY (2 INCHES) W/FABRIC 07/11/2024 53 Fair (70-51) 60-51WINDIN WINDING WAY WIND1 WILLIAMS AVENUE ROSS STREET R 2 500 18 9,000 08/01/1996 SLURRY SEAL 07/11/2024 51 Fair (70-51) 60-51WINDIN WINDING WAY WIND2 ROSS STREET HILLMAN AVENUE R 2 2,320 16 41,760 08/01/1996 SLURRY SEAL 07/11/2024 34 Poor (50-31) 40-31WOOSTE WOOSTER AVENUE WOOSTE SAN MATEO CITY LIMIT CIPRIANI BOULEVARD R 2 900 19 17,100 09/09/2021 LIGHT REHABILITATION 07/16/2024 96 Excellent (100-91) 100-91YORKSH YORKSHIRE WAY YORKSH MOUNTAIN VIEW AVENUE MARINE VIEW AVENUE R 2 700 32 22,400 08/07/2024 96 Excellent (100-91) 100-91YOSEMI YOSEMITE DRIVE YOSEMI TAHOE DRIVE LASSEN DRIVE R 2 1,135 26 29,510 09/09/2021 SLURRY SEAL 07/11/2024 74 Good (90-71) 80-71

355
City of Belmont - 2024 PMP Update
Street List by PCI (High to Low)
Street ID Road Name Section ID Begin Location End Location FC
Lanes Length Width Area Last MnR Date Last MnR Last PCI Date Last Calc PCI Condition Category PCI Range ARBOR ARBOR AVENUE ARBO1 NOTRE DAME AVENUE FAIRWAY DRIVE R 2 950 18 17,100 07/30/2024 2" HMA OL 08/30/2024 100 Excellent (100-91) 100-91HMAN HILLMAN AVENUE HMA1 NORTH ROAD MILLS AVENUE R 2 800 21 16,800 07/30/2024 2-1/4" MILL, 1/2" LC, 1-3/4" HMA OL 08/11/2024 100 Excellent (100-91) 100-91HMAN HILLMAN AVENUE HMA2 MILLS AVENUE NOTRE DAME AVENUE C 2 1,200 24 28,800 07/30/2024 2-1/4" MILL, 1/2" LC, 1-3/4" HMA OL 08/11/2024 100 Excellent (100-91) 100-91LYON LYON AVENUE LYON1 MEZES AVENUE ALAMEDA DE LAS PULGAS R 2 1,875 18 33,750 07/30/2024 1/2" LC, 1-3/4" HMA OL 08/30/2024 100 Excellent (100-91) 100-91MIDDLE MIDDLE ROAD MIDD1A NOTRE DAME AVENUE SOUTH ROAD C 2 300 29 8,700 07/30/2024 2-1/4" HMA OL 08/10/2024 100 Excellent (100-91) 100-91MIDDLE MIDDLE ROAD MIDD1B SOUTH ROAD DAVEY GLEN ROAD C 2 700 26 18,200 08/01/2024 2-1/4" HMA OL 08/10/2024 100 Excellent (100-91) 100-91MIDDLE MIDDLE ROAD MIDD2 DAVEY GLEN ROAD CYPRESS AVE R 2 2,370 25 59,250 07/30/2024 2-1/4" HMA OL 08/10/2024 100 Excellent (100-91) 100-91MILLER MILLER AVENUE MILLER GREENFIELD COURT NOTRE DAME AVENUE R 2 875 18 15,750 07/30/2024 2-1/2" HMA OL 08/30/2024 100 Excellent (100-91) 100-91OAKKN OAK KNOLL DRIVE OAK1 PINE KNOLL DRIVE VALLEY VIEW AVENUE R 2 1,000 18 18,000 07/30/2024 1/2" LC, 1-3/4" HMA OL 08/30/2024 100 Excellent (100-91) 100-91SOUTH SOUTH ROAD SOUT2 COLLEGE VIEW WAY HOLLY ROAD (N) C 2 1,200 21 25,200 07/30/2024 2" HMA OL 08/18/2024 100 Excellent (100-91) 100-91UPPER UPPER LOCK AVENUE UPPER BELMONT CANYON ROAD 3242 UPPER LOCK AVENUE R 2 1,185 24 28,440 07/30/2024 2" HMA OL 08/11/2024 100 Excellent (100-91) 100-91VIRGIN VIRGINIA AVENUE VIRGIN MIDDLE ROAD DEAD END R 2 630 21 13,230 07/30/2024 2" HMA OL 08/18/2024 100 Excellent (100-91) 100-91ANIAV ANITA AVENUE ANI2 MALCOLM AVENUE (W) END OF CUL DE SAC R 2 540 32 17,280 08/01/1996 SLURRY SEAL 07/11/2024 98 Excellent (100-91) 100-91ANICT ANITA COURT ANICT ANITA AVENUE END OF CUL DE SAC R 2 200 32 6,400 03/03/2014 DEEP PATCH 07/11/2024 98 Excellent (100-91) 100-91ANIAV ANITA AVENUE ANI1 EL CAMINO REAL MALCOLM AVENUE (W) R 2 775 27 20,925 08/01/1996 SLURRY SEAL 07/11/2024 97 Excellent (100-91) 100-91OLD OLD COUNTY ROAD OLD6 O'NEILL AVENUE COP 130' S/O KAREN A 2 475 58 27,550 05/29/2009 MILL AND THICK OVERLAY 08/07/2024 97 Excellent (100-91) 100-91RALSE EB RALSTON AVENUE, EB RALS080 VILLA AVENUE MAYWOOD DRIVE A 1 350 20 7,000 07/30/2023 CIPR 08/08/2024 97 Excellent (100-91) 100-91RALSE EB RALSTON AVENUE, EB RALS090 MAYWOOD DRIVE NOTRE DAME AVENUE A 1 1,400 23 32,200 07/30/2023 CIPR 08/08/2024 97 Excellent (100-91) 100-91RALSE EB RALSTON AVENUE, EB RALS100 NOTRE DAME AVENUE CHULA VISTA DRIVE A 1 1,250 23 28,750 07/30/2023 CIPR 08/08/2024 97 Excellent (100-91) 100-91RALSE EB RALSTON AVENUE, EB RALS110 CHULA VISTA DRIVE SOUTH ROAD A 1 1,600 23 36,800 07/30/2023 CIPR 08/08/2024 97 Excellent (100-91) 100-91RALSE WB RALSTON AVENUE, WB RALS090 SOUTH ROAD CHULA VISTA DRIVE A 1 1,600 20 32,000 07/30/2023 CIPR 08/08/2024 97 Excellent (100-91) 100-91RALSE WB RALSTON AVENUE, WB RALS100 CHULA VISTA DRIVE NOTRE DAME AVENUE A 1 1,250 19 23,750 07/30/2023 CIPR 08/08/2024 97 Excellent (100-91) 100-91RALSE WB RALSTON AVENUE, WB RALS110 NOTRE DAME AVENUE MAYWOOD DRIVE A 1 1,400 19 26,600 07/30/2023 CIPR 08/08/2024 97 Excellent (100-91) 100-91RALSE WB RALSTON AVENUE, WB RALS120 MAYWOOD DRIVE VILLA AVENUE A 1 350 31 10,850 07/30/2023 CIPR 08/08/2024 97 Excellent (100-91) 100-91SUSSEX SUSSEX COURT SUSSEX HILLER STREET END OF CUL DE SAC R 2 150 32 4,800 09/09/2021 HEAVY REHABILITATION 08/07/2024 97 Excellent (100-91) 100-91BELMON BELMONT CANYON ROAD BELM4 2744 BELMONT CANYON ROAD RALSTON AVENUE WEST INT R 2 1,090 29 31,610 08/06/2024 96 Excellent (100-91) 100-91BERESF BERESFORD AVENUE BERESF HILLCREST DRIVE LOWER LOCK AVENUE R 2 1,000 25 25,000 09/09/2021 HEAVY REHABILITATION 08/06/2024 96 Excellent (100-91) 100-91BIDDUL BIDDULPH WAY BIDDUL HILLER STREET ENTRANCE TO MAE NESBIT SCHOOL R 2 125 27 3,375 09/09/2021 HEAVY REHABILITATION 08/07/2024 96 Excellent (100-91) 100-91CHEVY CHEVY STREET CHEVY BELBURN DRIVE RALSTON AVENUE R 2 600 28 16,800 08/08/2011 PATCH AND SLURRY SEAL 07/18/2024 96 Excellent (100-91) 100-91CLEE CLEE STREET CLEE NOTRE DAME AVENUE CHEVY STREET R 2 475 28 13,300 08/01/1996 SLURRY SEAL 07/18/2024 96 Excellent (100-91) 100-91CORONE CORONET BOULEVARD CORO1 ALAMEDA DE LAS PULGAS LYON AVENUE R 2 950 21 19,950 04/05/2007 MILL AND OVERLAY 07/16/2024 96 Excellent (100-91) 100-91COVING COVINGTON ROAD COVING ALAMEDA DE LAS PULGAS (N) ALAMEDA DE LAS PULGAS (S) R 2 1,450 19 27,550 07/15/2018 SLURRY SEAL 07/18/2024 96 Excellent (100-91) 100-91DAVIS DAVIS DRIVE DAVI1 RALSTON AVENUE 10 DAVIS DRIVE R 2 700 40 28,000 07/15/2018 SLURRY SEAL 08/07/2024 96 Excellent (100-91) 100-91HER HILLER STREET HER1A DEAD END STERLING VIEW AVENUE R 2 100 38 3,800 06/01/2007 SLURRY SEAL 08/06/2024 96 Excellent (100-91) 100-91HER HILLER STREET HER1B STERLING VIEW AVENUE DALE VIEW AVENUE R 2 200 38 7,600 10/16/2014 SLURRY SEAL 08/06/2024 96 Excellent (100-91) 100-91HER HILLER STREET HER2A DALE VIEW AVENUE MOUNTAIN VIEW AVENUE C 2 1,230 40 49,200 10/16/2014 SLURRY SEAL 08/06/2024 96 Excellent (100-91) 100-91HMAN HILLMAN AVENUE HMA3 NOTRE DAME AVENUE TERRACE DRIVE R 2 1,300 20 26,000 08/30/2022 AC OVERLAY 07/11/2024 96 Excellent (100-91) 100-91KITTIE KITTIE LANE KITTIE MAYWOOD DRIVE DEAD END R 2 450 19 8,550 08/07/2024 96 Excellent (100-91) 100-91LORCT LORI COURT LORCT LORI DRIVE END OF CUL DE SAC R 2 150 30 4,500 08/06/2024 96 Excellent (100-91) 100-91

356
City of Belmont - 2024 PMP Update
Street List by PCI (High to Low)
Street ID Road Name Section ID Begin Location End Location FC
Lanes Length Width Area Last MnR Date Last MnR Last PCI Date Last Calc PCI Condition Category PCI Range LORDR LORI DRIVE LORDR MARSTEN AVENUE END OF CUL DE SAC R 2 400 30 12,000 08/06/2024 96 Excellent (100-91) 100-91MASONI MASONIC WAY MASO2 GRANADA ST OLD COUNTY ROAD R 2 860 32 27,520 08/30/2022 AC OVERLAY 08/07/2024 96 Excellent (100-91) 100-91MEZES MEZES AVENUE MEZE1 DEAD END NOTRE DAME AVENUE R 2 1,015 21 21,315 08/30/2022 AC OVERLAY 07/16/2024 96 Excellent (100-91) 100-91MEZES MEZES AVENUE MEZE2 NOTRE DAME AVENUE ALAMEDA DE LAS PULGAS R 2 1,400 18 25,200 08/30/2022 AC OVERLAY 07/16/2024 96 Excellent (100-91) 100-91MONSER MONSERAT AVENUE MONS1 NEWLANDS AVENUE LINCOLN AVENUE R 2 820 20 16,400 09/01/1990 SLURRY SEAL 07/16/2024 96 Excellent (100-91) 100-91MONSER MONSERAT AVENUE MONS2 LINCOLN AVENUE CIPRIANI BOULEVARD R 2 2,440 20 48,800 09/01/1990 SLURRY SEAL 07/16/2024 96 Excellent (100-91) 100-91OLD OLD COUNTY ROAD OLD1 SAN MATEO CITY LIMIT DALE VIEW AVENUE A 2 350 40 14,000 08/30/2022 AC OVERLAY 08/06/2024 96 Excellent (100-91) 100-91OLD OLD COUNTY ROAD OLD2 DALE VIEW AVENUE MARINE VIEW AVENUE A 2 1,900 38 72,200 08/30/2022 AC OVERLAY 08/06/2024 96 Excellent (100-91) 100-91OLD OLD COUNTY ROAD OLD3 MARINE VIEW AVENUE MASONIC WAY A 2 2,000 38 76,000 08/30/2022 AC OVERLAY 08/06/2024 96 Excellent (100-91) 100-91OLD OLD COUNTY ROAD OLD5 RALSTON AVE O'NEILL AVENUE A 2 875 37 32,375 05/29/2009 MILL AND THICK OVERLAY 08/07/2024 96 Excellent (100-91) 100-91ONEIL ONEILL AVE ONE200 OLD COUNTY ROAD ELMER ST R 2 400 20 8,000 12/17/2013 DEEP PATCH 07/18/2024 96 Excellent (100-91) 100-91OXFPL OXFORD PL OXF1 OXFORD WAY OXFORD WAY R 2 860 32 27,520 08/07/2024 96 Excellent (100-91) 100-91PINE PINE KNOLL DRIVE PINE END OF CUL DE SAC HILLMAN AVENUE R 2 1,510 18 27,180 09/09/2021 HEAVY REHABILITATION 07/11/2024 96 Excellent (100-91) 100-91RUTH RUTH AVENUE RUTH EL CAMINO REAL NORTH ROAD R 2 1,325 24 31,800 07/19/2020 AC OVERLAY 07/11/2024 96 Excellent (100-91) 100-91SIXTH SIXTH AVENUE SIXT7 E STREET SAN CARLOS CITY LIMIT A 2 575 28 16,100 08/07/2024 96 Excellent (100-91) 100-91VALERG VALERGA DRIVE VALERG ALAMEDA DE LAS PULGAS Dead End R 2 600 38 22,800 09/09/2021 HEAVY REHABILITATION 08/07/2024 96 Excellent (100-91) 100-91WESSEX WESSEX WAY WESS1 END OF CUL DE SAC HILLER STREET R 2 600 32 19,200 09/09/2021 HEAVY REHABILITATION 08/07/2024 96 Excellent (100-91) 100-91WESSEX WESSEX WAY WESS3 GRANADA STREET ENTRANCE TO POST OFFICE R 2 400 32 12,800 09/09/2021 HEAVY REHABILITATION 08/07/2024 96 Excellent (100-91) 100-91WOOSTE WOOSTER AVENUE WOOSTE SAN MATEO CITY LIMIT CIPRIANI BOULEVARD R 2 900 19 17,100 09/09/2021 LIGHT REHABILITATION 07/16/2024 96 Excellent (100-91) 100-91YORKSH YORKSHIRE WAY YORKSH MOUNTAIN VIEW AVENUE MARINE VIEW AVENUE R 2 700 32 22,400 08/07/2024 96 Excellent (100-91) 100-91BAYVIE BAYVIEW AVENUE BAYV2 MILLER AVENUE FOREST AVENUE R 2 1,235 19 23,465 06/15/2019 AC OVERLAY 07/11/2024 95 Excellent (100-91) 100-91BUENA BUENA VISTA AVENUE BUEN4 CIPRIANI BOULEVARD 2511 BUENA VISTA AVENUE R 2 400 30 12,000 09/09/2021 HEAVY REHABILITATION 07/16/2024 95 Excellent (100-91) 100-91CREST CREST VIEW AVENUE CREST HILLER STREET OLD COUNTY ROAD R 2 450 32 14,400 07/15/2018 SLURRY SEAL 08/07/2024 95 Excellent (100-91) 100-91FURLON FURLONG STREET FURLON RALSTON AVENUE O'NEILL AVENUE R 2 800 27 21,600 10/22/2008 SLURRY SEAL 07/19/2024 95 Excellent (100-91) 100-91GRANAD GRANADA STREET GRAN2 RALSTON AVENUE O'NEILL AVENUE R 2 840 27 22,680 10/22/2008 SLURRY SEAL 07/19/2024 95 Excellent (100-91) 100-91HOLLY HOLLY ROAD HOLL2B SOUTH ROAD EASEMENT TO MIRAMAR TERRACE R 2 500 18 9,000 08/30/2022 AC OVERLAY 07/18/2024 95 Excellent (100-91) 100-91HOLLY HOLLY ROAD HOLL2C EASEMENT TO MIRAMAR TERRACE SOUTH ROAD R 2 800 18 14,400 08/30/2022 AC OVERLAY 07/18/2024 95 Excellent (100-91) 100-91IRWIN IRWIN STREET IRWIN RALSTON AVENUE O'NEILL AVENUE R 2 825 27 22,275 06/01/2007 SLURRY SEAL 07/19/2024 95 Excellent (100-91) 100-91JUDSON JUDSON STREET JUDSON RALSTON AVENUE O'NEILL AVENUE R 2 830 27 22,410 06/01/2007 SLURRY SEAL 07/19/2024 95 Excellent (100-91) 100-91TERRAC TERRACE DRIVE TERR2 HILLMAN AVENUE MEZES AVENUE R 2 375 18 6,750 09/09/2021 HEAVY REHABILITATION 07/16/2024 95 Excellent (100-91) 100-91CORONE CORONET BOULEVARD CORO4 PRINDLE ROAD RALSTON AVENUE R 2 1,400 20 28,000 07/19/2020 AC OVERLAY 07/16/2024 94 Excellent (100-91) 100-91MSEX MIDDLESEX ROAD MSEX HILLER STREET CAMBRIDGE STREET R 2 585 32 18,720 08/01/1996 SLURRY SEAL 08/07/2024 94 Excellent (100-91) 100-91SEMERI SEMERIA AVENUE SEMERI CIPRIANI BOULEVARD CASA BONA AVENUE R 2 1,350 17 22,950 07/19/2020 AC OVERLAY 07/16/2024 94 Excellent (100-91) 100-91BELLE BELLE MONTI AVENUE BELLE NOTRE DAME AVENUE ALAMEDA DE LAS PULGAS R 2 950 19 18,050 06/15/2019 AC OVERLAY 07/16/2024 93 Excellent (100-91) 100-91BUENA BUENA VISTA AVENUE BUEN5 2511 BUENA VISTA AVENUE MONSERAT AVENUE R 2 450 42 18,900 03/19/2021 FDR WITH HMA OVERLAY 07/16/2024 93 Excellent (100-91) 100-91CONTIN CONTINENTALS WAY CONT1 LYALL WAY CIPRIANI BOULEVARD R 2 700 38 26,600 07/19/2020 AC OVERLAY 08/08/2024 93 Excellent (100-91) 100-91HER HILLER STREET HER3 MARINE VIEW AVENUE RALSTON AVENUE C 2 2,450 38 93,100 10/16/2014 SLURRY SEAL 08/06/2024 93 Excellent (100-91) 100-91FRACT FRANCIS COURT FRACT FRANCIS AVENUE END OF CUL DE SAC R 2 185 24 4,440 07/30/2018 SLURRY SEAL 07/18/2024 92 Excellent (100-91) 100-91HER HILLER STREET HER2B MOUNTAINVIEW AVENUE MARINE VIEW AVENUE C 2 725 38 27,550 10/16/2014 SLURRY SEAL 08/06/2024 92 Excellent (100-91) 100-91

357
City of Belmont - 2024 PMP Update
Street List by PCI (High to Low)
Street ID Road Name Section ID Begin Location End Location FC
Lanes Length Width Area Last MnR Date Last MnR Last PCI Date Last Calc PCI Condition Category PCI Range KIMMIE KIMMIE COURT KIMMIE CORONET BOULEVARD END OF CUL DE SAC R 2 500 30 15,000 06/15/2019 AC OVERLAY 07/18/2024 92 Excellent (100-91) 100-91NOTRE NOTRE DAME AVENUE NOTR1 RALSTON AVENUE ARBOR AVENUE C 2 1,750 20 35,000 12/01/2015 RECONSTRUCT STRUCTURE (AC) 07/18/2024 92 Excellent (100-91) 100-91CIVIC CIVIC LANE CIVIC O'NEILL AVENUE BROADWAY R 2 500 18 9,000 08/07/2024 91 Excellent (100-91) 100-91DALE DALE VIEW AVENUE DALE2 HILLER STREET OLD COUNTY ROAD C 2 460 32 14,720 08/01/2022 SLURRY SEAL 08/07/2024 91 Excellent (100-91) 100-91ELMER ELMER STREET ELMER2 O NEILL AV KAREN RD C 2 360 38 13,680 07/18/2024 91 Excellent (100-91) 100-91ELMER ELMER STREET ELMER3 KAREN RD HARBOR BLVD C 2 430 38 16,340 07/18/2024 91 Excellent (100-91) 100-91NOTRE NOTRE DAME AVENUE NOTR4B MILLER AVENUE ALAMEDA DE LAS PULGAS C 2 790 19 15,010 12/01/2015 RECONSTRUCT STRUCTURE (AC) 07/10/2024 91 Excellent (100-91) 100-91PONCE PONCE AVENUE PONC1 PRINDLE ROAD READ AVENUE R 2 1,450 17 24,650 06/15/2019 AC OVERLAY 07/16/2024 91 Excellent (100-91) 100-91LYALL LYALL WAY LYAL2 LAKE ROAD CONTINENTALS WAY R 2 750 30 22,500 06/15/2019 AC OVERLAY 08/08/2024 90 Good (90-71) 90-81VILLA VILLA AVENUE VILLA2 BELBURN DRIVE RALSTON AVENUE R 2 375 28 10,500 09/09/2021 SLURRY SEAL 07/18/2024 90 Good (90-71) 90-81ANTIQU ANTIQUE FOREST LANE ANTIQU CYPRESS AVENUE END OF CUL DE SAC R 2 700 24 16,800 07/18/2024 89 Good (90-71) 90-81COBBLE COBBLESTONE LANE COBBLE CYPRESS AVENUE *END OF CUL DE SAC R 2 650 24 15,600 07/18/2024 89 Good (90-71) 90-81ISLAND ISLAND PARKWAY (NB) ISLAND2 BEGINNING OF PCC END PCC C 2 420 70 29,400 08/06/2024 89 Good (90-71) 90-81ISLAND ISLAND PARKWAY (SB) ISLAND9 START 2ND PCC END 2ND PCC C 2 420 30 12,600 08/06/2024 89 Good (90-71) 90-81ONEIL ONEILL AVE ONE240 HILLER STREET IRWIN STREET R 2 238 33 4,046 07/18/2024 89 Good (90-71) 90-81ONEIL ONEILL AVE ONE250 IRWIN STREET JUDSON STREET R 2 237 33 7,821 07/18/2024 89 Good (90-71) 90-81ONEIL ONEILL AVE ONE260 JUDSON STREET KEDITH STREET R 2 235 33 7,755 07/18/2024 89 Good (90-71) 90-81ONEIL ONEILL AVE ONE270 KEDITH STREET DAIRY LANE R 2 154 33 5,082 07/18/2024 89 Good (90-71) 90-81PONCE PONCE AVENUE PONC2 READ AVENUE CIPRIANI BOULEVARD R 2 450 20 9,000 06/15/2019 AC OVERLAY 07/16/2024 89 Good (90-71) 90-81ROBBIN ROBBIN WHIPPLE WAY ROBBIN BELBURN DRIVE END OF CUL DE SAC R 2 1,150 27 31,050 09/09/2021 SLURRY SEAL 07/18/2024 89 Good (90-71) 90-81STERLI STERLING VIEW AVENUE STERLI HILLER STREET OLD COUNTY ROAD R 2 425 32 13,600 09/09/2021 SLURRY SEAL 08/07/2024 89 Good (90-71) 90-81THURM THURM AVENUE THURM SAN MATEO CITY LIMIT WOOSTER AVENUE R 2 750 21 15,750 09/09/2021 SLURRY SEAL 07/16/2024 89 Good (90-71) 90-81BRIARF BRIARFIELD WAY BRIARF CHESTERTON AVENUE HILLER STREET R 2 425 32 13,600 09/09/2021 SLURRY SEAL 08/07/2024 88 Good (90-71) 90-81BROADW BROADWAY BROA1A EL CAMINO REAL 5TH AVE R 2 240 48 11,520 09/09/2021 SLURRY SEAL 08/07/2024 88 Good (90-71) 90-81BROADW BROADWAY BROA1B 5TH AVE 6TH AVE R 2 260 48 12,480 08/07/2024 88 Good (90-71) 90-81CORNIS CORNISH WAY CORNIS CHESTERTON AVENUE HILLER STREET R 2 550 32 17,600 09/09/2021 SLURRY SEAL 08/07/2024 88 Good (90-71) 90-81OXFORD OXFORD WAY OXFO2 CHESTERTON AVE HILLER STREET R 2 700 32 22,400 09/09/2021 SLURRY SEAL 08/07/2024 88 Good (90-71) 90-81PRINDL PRINDLE ROAD PRIND2 PONCE CIPRIANI BOULEVARD R 2 323 21 6,783 07/15/2024 88 Good (90-71) 90-81SIXTH SIXTH AVENUE SIXT4 WALTERMIRE STREET O'NEILL AVENUE A 2 285 20 5,700 08/01/2022 SLURRY SEAL 08/07/2024 88 Good (90-71) 90-81CHESTE CHESTERTON AVENUE CHES1 HILLER STREET MARINE VIEW AVENUE R 2 1,750 32 56,000 09/09/2021 SLURRY SEAL 08/07/2024 87 Good (90-71) 90-81CHESTE CHESTERTON AVENUE CHES2A MARINE VIEW AVENUE 540 CHESTERTON AVENUE / COP R 2 1,050 32 33,600 09/09/2021 SLURRY SEAL 08/07/2024 87 Good (90-71) 90-81CHESTE CHESTERTON AVENUE CHES2B 540 CHESTERTON AVENUE / COP OXFORD WAY R 2 670 32 21,440 09/09/2021 SLURRY SEAL 08/07/2024 87 Good (90-71) 90-81CONTIN CONTINENTALS WAY CONT2C 1048 CONTINENTALS WAY LYALL WAY R 2 400 38 15,200 09/09/2021 SLURRY SEAL 08/08/2024 87 Good (90-71) 90-81DALE DALE VIEW AVENUE DALE1 DEAD END HILLER STREET R 2 150 32 4,800 09/09/2021 SLURRY SEAL 08/07/2024 87 Good (90-71) 90-81FIFTH FIFTH AVENUE FIFT1A O'NEIL AVENUE BROADWAY R 2 500 36 18,000 06/01/2022 SLURRY SEAL 08/07/2024 87 Good (90-71) 90-81GRANAD GRANADA STREET GRAN1B MASONIC WAY DEAD END R 2 410 32 13,120 09/09/2021 SLURRY SEAL 08/07/2024 87 Good (90-71) 90-81ISLAND ISLAND PARKWAY (NB) ISLAND4 BEGINNING SECOND PCC END PCC C 2 300 60 18,000 08/06/2024 87 Good (90-71) 90-81ISLAND ISLAND PARKWAY (SB) ISLAND7 START PCC END PCC C 2 300 30 9,000 08/06/2024 87 Good (90-71) 90-81ONEIL ONEILL AVE ONE210 ELMER STREET FURLONG STREET R 2 260 33 8,580 09/01/1990 SLURRY SEAL 07/18/2024 87 Good (90-71) 90-81

358
City of Belmont - 2024 PMP Update
Street List by PCI (High to Low)
Street ID Road Name Section ID Begin Location End Location FC
Lanes Length Width Area Last MnR Date Last MnR Last PCI Date Last Calc PCI Condition Category PCI Range BISHOP BISHOP ROAD BISHOP ROBERT AVENUE BISHOP ROAD R 2 1,850 25 46,250 09/09/2021 SLURRY SEAL 08/06/2024 86 Good (90-71) 90-81CHULA CHULA VISTA DRIVE CHUL1B 1251 CHULA VISTA DRIVE / COP SOLANA DRIVE C 2 470 26 12,220 08/01/2022 SLURRY SEAL 07/19/2024 86 Good (90-71) 90-81ELMER ELMER STREET ELMER1 RALSTON AVENUE O'NEILL AVENUE C 2 850 28 23,800 08/01/2022 SLURRY SEAL 07/18/2024 86 Good (90-71) 90-81FRAAV FRANCIS AVENUE FRAAV NOTRE DAME AVENUE FAIRWAY DRIVE R 2 600 19 11,400 07/30/2018 SLURRY SEAL 07/18/2024 86 Good (90-71) 90-81GRANAD GRANADA STREET GRAN1A RALSTON AVE MASONIC WAY R 2 155 16 2,480 08/07/2024 86 Good (90-71) 90-81HARBOR HARBOR BOULEVARD HARB3 SUNNYSLOPE AVENUE MOLITOR ROAD C 2 670 23 15,410 08/01/2022 SLURRY SEAL 07/19/2024 86 Good (90-71) 90-81HAYDON HAYDON COURT HAYDON SHERBORNE DRIVE END OF CUL DE SAC R 2 250 29 7,250 09/09/2021 SLURRY SEAL 07/10/2024 86 Good (90-71) 90-81MERRY MERRY MOPPET LANE MERR010 LYALL WAY CARLMONT DRIVE R 1 675 17 11,475 10/15/2014 AC OVERLAY 08/07/2024 86 Good (90-71) 90-81MOUNTA MOUNTAIN VIEW AVENUE MOUN2 CHESTERTON AVENUE HILLER STREET R 2 300 32 9,600 07/15/2018 SLURRY SEAL 08/07/2024 86 Good (90-71) 90-81MOUNTA MOUNTAIN VIEW AVENUE MOUN3 HILLER STREET OLD COUNTY ROAD R 2 700 32 22,400 07/15/2018 SLURRY SEAL 08/07/2024 86 Good (90-71) 90-81NOTRE NOTRE DAME AVENUE NOTR3 NORTH ROAD HILLMAN AVENUE C 2 1,530 20 30,600 08/01/2022 SLURRY SEAL 07/10/2024 86 Good (90-71) 90-81NOTRE NOTRE DAME AVENUE NOTR4A HILLMAN AVENUE MILLER AVENUE C 2 1,160 19 22,040 08/01/2022 SLURRY SEAL 07/10/2024 86 Good (90-71) 90-81OXFORD OXFORD WAY OXFO1A OXFORD PL (COP) OXFORD CT R 2 700 32 22,400 08/07/2024 86 Good (90-71) 90-81OXFORD OXFORD WAY OXFO1B OXFORD CT CHESTERTON AVE R 2 540 38 20,520 09/09/2021 SLURRY SEAL 08/07/2024 86 Good (90-71) 90-81SIXTH SIXTH AVENUE SIXT2 RALSTON AVENUE EMMETT AVENUE A 2 275 49 13,475 08/07/2024 86 Good (90-71) 90-81WAKCT WAKEFIELD COURT WAKCT WAKEFIELD DRIVE END OF CUL DE SAC R 2 250 29 7,250 09/09/2021 SLURRY SEAL 07/10/2024 86 Good (90-71) 90-81BELBUR BELBURN DRIVE BELB2 ACADEMY AVENUE VILLA AVENUE R 2 300 27 8,100 08/08/2011 SLURRY SEAL 07/18/2024 85 Good (90-71) 90-81BRIDGE BRIDGE COURT BRIDGE HASTINGS DRIVE DEAD END R 2 250 19 4,750 07/15/2018 SLURRY SEAL 08/07/2024 85 Good (90-71) 90-81CHULA CHULA VISTA DRIVE CHUL1A RALSTON AVENUE 1251 CHULA VISTA DRIVE / COP C 2 1,130 25 28,250 08/01/2022 SLURRY SEAL 07/19/2024 85 Good (90-71) 90-81CHULA CHULA VISTA DRIVE CHUL2B FERNWOOD WAY ALAMEDA DE LAS PULGAS C 2 1,235 38 46,930 08/01/2022 SLURRY SEAL 07/19/2024 85 Good (90-71) 90-81CONTIN CONTINENTALS WAY CONT2B 1040 CONTINENTALS WAY (WEST) 1048 CONTINENTALS WAY E R 2 400 38 15,200 09/09/2021 SLURRY SEAL 08/08/2024 85 Good (90-71) 90-81CYPRES CYPRESS AVENUE CYPRES MIDDLE ROAD LAUREL AVENUE A 2 350 22 7,700 08/01/2022 SLURRY SEAL 07/18/2024 85 Good (90-71) 90-81HARBOR HARBOR BOULEVARD HARB1 EL CAMINO REAL SIXTH AVENUE A 2 500 49 24,500 08/01/2022 SLURRY SEAL 07/19/2024 85 Good (90-71) 90-81HIGHLA HIGHLANDS COURT HIGHLA SOMERSET DRIVE END OF CUL DE SAC R 2 300 30 9,000 09/01/1994 SLURRY SEAL 07/10/2024 85 Good (90-71) 90-81LANE LANE STREET LANE1 SIXTH AVENUE SUNNYSLOPE AVENUE R 2 300 20 6,000 09/09/2021 SLURRY SEAL 08/07/2024 85 Good (90-71) 90-81MARINE MARINE VIEW AVENUE MARI2 W/C 400' S/O DEAD END HILLER STREET R 2 350 32 11,200 09/09/2021 SLURRY SEAL 08/07/2024 85 Good (90-71) 90-81ONEIL ONEILL AVE ONE010 EL CAMINO REAL 100' WEST OF FIFTH AVE R 2 370 35 12,950 06/01/2022 SLURRY SEAL 08/07/2024 85 Good (90-71) 90-81ONEIL ONEILL AVE ONE020 100' WEST OF FIFTH AVE SIXTH AVE (W) R 2 170 34 5,780 08/07/2024 85 Good (90-71) 90-81ONEIL ONEILL AVE ONE220 FURLONG STREET GRANADA STREET R 2 233 33 7,689 07/18/2024 85 Good (90-71) 90-81ONEIL ONEILL AVE ONE230 GRANADA STREET HILLER STREET R 2 238 33 7,854 07/18/2024 85 Good (90-71) 90-81RALSTR RALSTON RANCH RALRA1 CHRISTIAN DRIVE RALSTON AVE R 2 1,950 31 60,450 07/15/2018 SLURRY SEAL 08/06/2024 85 Good (90-71) 90-81SEAWY SEAGATE WAY SEAWY DEAD END OXFORD WAY R 2 750 32 24,000 09/09/2021 SLURRY SEAL 08/07/2024 85 Good (90-71) 90-81SPRING SPRING LANE SPRING VINE STREET END OF CUL DE SAC R 2 270 25 6,750 09/09/2021 SLURRY SEAL 07/19/2024 85 Good (90-71) 90-81VINE VINE STREET VINE2 1537 VINE STREET / COP SAN CARLOS CITY LIMIT / COP R 2 955 25 23,875 09/09/2021 SLURRY SEAL 07/19/2024 85 Good (90-71) 90-81WALTHA WALTHAM CROSS WALTH1 COMSTOCK CIRCLE 2748 WALTHAM CROSS R 2 1,000 29 29,000 07/15/2018 SLURRY SEAL 07/12/2024 85 Good (90-71) 90-81WESSEX WESSEX WAY WESS2 HILLER STREET GRANADA STREET R 2 400 32 12,800 02/01/2003 AC OVERLAY 08/07/2024 85 Good (90-71) 90-81BRIARW BRIARWOOD WAY BRIARW SEAGATE WAY OXFORD WAY R 2 385 32 12,320 09/09/2021 SLURRY SEAL 08/07/2024 84 Good (90-71) 90-81CHULA CHULA VISTA DRIVE CHUL2A SOLANA DRIVE FERNWOOD WAY C 2 800 38 30,400 08/01/2022 SLURRY SEAL 07/19/2024 84 Good (90-71) 90-81ESCOND ESCONDIDO WAY ESCOND CHULA VISTA DRIVE END OF CUL DE SAC R 2 1,450 29 42,050 09/09/2021 SLURRY SEAL 08/07/2024 84 Good (90-71) 90-81

359
City of Belmont - 2024 PMP Update
Street List by PCI (High to Low)
Street ID Road Name Section ID Begin Location End Location FC
Lanes Length Width Area Last MnR Date Last MnR Last PCI Date Last Calc PCI Condition Category PCI Range GORDON GORDON AVENUE GORDON CYPRESS AVENUE HILL STREET R 2 425 31 13,175 02/04/2014 DEEP PATCH 07/18/2024 84 Good (90-71) 90-81MONROE MONROE AVENUE MONROE MILLER AVENUE ALAMEDA DE LAS PULGAS R 2 1,450 18 26,100 09/09/2021 SLURRY SEAL 07/11/2024 84 Good (90-71) 90-81MOUNTA MOUNTAIN VIEW AVENUE MOUN1 DEAD END CHESTERTON AVENUE R 2 100 32 3,200 07/15/2018 SLURRY SEAL 08/07/2024 84 Good (90-71) 90-81MUIR MUIR WAY MUIR YOSEMITE DRIVE TAHOE DRIVE R 2 335 26 8,710 02/01/2003 AC OVERLAY 07/11/2024 84 Good (90-71) 90-81NAUGHT NAUGHTON AVENUE NAUG1 HILLCREST DRIVE ENCLINE WAY R 2 510 25 12,750 09/09/2021 SLURRY SEAL 08/06/2024 84 Good (90-71) 90-81REPOSO REPOSO WAY REPOSO HILLCREST DRIVE ENCLINE WAY R 2 600 24 14,400 09/09/2021 SLURRY SEAL 08/06/2024 84 Good (90-71) 90-81SHERBO SHERBORNE DRIVE SHERBO SOMERSET DRIVE (W) SOMERSET DRIVE (S) R 2 1,120 29 32,480 09/09/2021 SLURRY SEAL 07/10/2024 84 Good (90-71) 90-81SHOREW SHOREWAY ROAD SHOR2 COP N/O SEM LANE SAN CARLOS CITY LIMIT R 2 2,710 31 84,010 09/01/1994 SLURRY SEAL 08/06/2024 84 Good (90-71) 90-81TALBRY TALBRYN DRIVE TALB1A PALOMA AVENUE ARDEN LN R 2 1,325 17 22,525 07/15/2018 SLURRY SEAL 07/19/2024 84 Good (90-71) 90-81VILDR VILLAGE DRIVE VILDR CARLMONT DRIVE DEAD END R 2 1,000 34 34,000 09/09/2021 SLURRY SEAL 08/07/2024 84 Good (90-71) 90-81WALTER WALTERMIRE STREET WALT3 SIXTH AVENUE FIFTH AVENUE R 2 259 35 9,065 09/09/2021 SLURRY SEAL 08/07/2024 84 Good (90-71) 90-81WALTHA WALTHAM CROSS WALTH2 2748 WALTHAM CROSS ST. JAMES ROAD R 2 435 29 12,615 07/15/2018 SLURRY SEAL 07/12/2024 84 Good (90-71) 90-81BAYVIE BAYVIEW AVENUE BAYV1 END OF CUL DE SAC MILLER AVENUE R 2 675 19 12,825 09/09/2021 SLURRY SEAL 07/11/2024 83 Good (90-71) 90-81CLIPPE CLIPPER DRIVE CLIPP1 CONCOURSE DRIVE (W) CONCOURSE DRIVE (E) R 2 1,550 37 57,350 07/15/2018 SLURRY SEAL 08/06/2024 83 Good (90-71) 90-81CONTIN CONTINENTALS WAY CONT2A CIPRIANI BOULEVARD 1040 CONTINENTALS WAY (WEST) R 2 600 38 22,800 09/09/2021 SLURRY SEAL 08/08/2024 83 Good (90-71) 90-81HARBOR HARBOR BOULEVARD HARB2 SIXTH AVENUE SUNNYSLOPE AVENUE C 2 300 35 10,500 08/01/2022 SLURRY SEAL 07/19/2024 83 Good (90-71) 90-81LASSEN LASSEN DRIVE LASS010 RALSTON AVENUE 1117 LASSEN DRIVE R 2 1,150 28 32,200 09/09/2021 SLURRY SEAL 07/11/2024 83 Good (90-71) 90-81LYALL LYALL WAY LYAL1 RALSTON AVENUE LAKE ROAD R 2 850 29 24,650 09/09/2021 SLURRY SEAL 08/08/2024 83 Good (90-71) 90-81NOTRE NOTRE DAME AVENUE NOTR2 ARBOR AVENUE NORTH ROAD C 2 1,700 19 32,300 08/01/2022 SLURRY SEAL 07/10/2024 83 Good (90-71) 90-81PARKRI PARKRIDGE COURT PARKRI HASTINGS DRIVE DEAD END R 2 250 17 4,250 07/15/2018 SLURRY SEAL 08/07/2024 83 Good (90-71) 90-81READ READ AVENUE READ3 PONCE AVENUE END OF CUL DE SAC R 2 650 20 13,000 08/20/2007 SLURRY SEAL 07/16/2024 83 Good (90-71) 90-81RIDGEW RIDGEWOOD COURT RIDGEW HASTINGS DRIVE DEAD END R 2 175 17 2,975 07/15/2018 SLURRY SEAL 08/07/2024 83 Good (90-71) 90-81SEAPL SEAGATE PLACE SEAPL SEAGATE WAY END OF CUL DE SAC R 2 140 32 4,480 09/09/2021 SLURRY SEAL 08/07/2024 83 Good (90-71) 90-81SIXTH SIXTH AVENUE SIXT3 EMMETT AVENUE WALTERMIRE STREET A 2 300 54 16,200 08/01/2022 SLURRY SEAL 08/07/2024 83 Good (90-71) 90-81WATERL WATERLOO COURT WATERL HALLMARK DRIVE END OF CUL DE SAC R 2 700 32 22,400 07/15/2018 SLURRY SEAL 07/12/2024 83 Good (90-71) 90-81WEMBER WEMBERLY DRIVE WEMB2 HALLMARK DRIVE ST. JAMES ROAD R 2 1,000 29 29,000 07/15/2018 SLURRY SEAL 07/12/2024 83 Good (90-71) 90-81ALLVI ALL VIEW WAY ALL1 LINCOLN AVENUE SEQUOIA AVENUE R 2 250 20 5,000 09/09/2021 SLURRY SEAL 07/16/2024 82 Good (90-71) 90-81BUENA BUENA VISTA AVENUE BUEN1 CIPRIANI BOULEVARD 2329 BUENA VISTA AVENUE R 2 800 17 13,600 09/09/2021 SLURRY SEAL 07/16/2024 82 Good (90-71) 90-81EASTL EAST LAUREL CREEK ROAD EAST4 BAY COURT HASKINS DRIVE C 2 1,000 20 20,000 09/09/2021 SLURRY SEAL 07/15/2024 82 Good (90-71) 90-81FOREST FOREST AVENUE FORE1 MONROE AVENUE ALAMEDA DE LAS PULGAS R 2 550 19 10,450 07/15/2018 SLURRY SEAL 07/11/2024 82 Good (90-71) 90-81HASTIN HASTINGS DRIVE HAST2 2213 HASTINGS DRIVE BRIDGE COURT C 2 2,610 30 78,300 07/15/2018 SLURRY SEAL 08/08/2024 82 Good (90-71) 90-81HASTIN HASTINGS DRIVE HAST3 BRIDGE COURT SAN CARLOS CITY LIMIT C 2 1,620 30 48,600 07/15/2018 SLURRY SEAL 08/08/2024 82 Good (90-71) 90-81HER HILLER STREET HER5 RALSTON FRONTAGE RD O'NEILL AVENUE R 2 830 28 23,240 07/15/2018 SLURRY SEAL 07/19/2024 82 Good (90-71) 90-81LEIGH LEIGH WAY LEIGH HALLMARK DRIVE SOMERSET DRIVE R 2 250 29 7,250 09/09/2021 SLURRY SEAL 07/10/2024 82 Good (90-71) 90-81LODGE LODGE DRIVE LODG1 BELMONT CANYON ROAD END OF CUL DE SAC R 2 930 22 20,460 09/09/2021 SLURRY SEAL 08/06/2024 82 Good (90-71) 90-81NAUGHT NAUGHTON AVENUE NAUG2 ENCLINE WAY CULDESAC R 2 610 27 16,470 09/09/2021 SLURRY SEAL 08/06/2024 82 Good (90-71) 90-81ONEIL ONEILL AVE ONE030 SIXTH AVENUE (W) SUNNYSLOPE AVENUE R 2 300 25 7,500 11/03/2011 RECONSTRUCT STRUCTURE (AC) 08/07/2024 82 Good (90-71) 90-81SIXTH SIXTH AVENUE SIXT1 HILL STREET RALSTON AVENUE A 2 500 38 19,000 08/01/2022 SLURRY SEAL 07/18/2024 82 Good (90-71) 90-81SOMCT SOMERSET COURT SOMCT SOMERSET DRIVE END OF CUL DE SAC R 2 200 29 5,800 09/09/2021 SLURRY SEAL 07/10/2024 82 Good (90-71) 90-81

360
City of Belmont - 2024 PMP Update
Street List by PCI (High to Low)
Street ID Road Name Section ID Begin Location End Location FC
Lanes Length Width Area Last MnR Date Last MnR Last PCI Date Last Calc PCI Condition Category PCI Range WALTER WALTERMIRE STREET WALT2 FIFTH AVENUE EL CAMINO REAL R 2 241 32 7,712 09/09/2021 SLURRY SEAL 08/07/2024 82 Good (90-71) 90-81ACAAV ACADEMY AVENUE ACAAV1A RALSTON AVENUE WIDTH CHANGE R 2 160 35 5,600 07/30/2018 SLURRY SEAL 07/18/2024 81 Good (90-71) 90-81BELBUR BELBURN DRIVE BELB1 NOTRE DAME AVENUE ACADEMY AVENUE R 2 1,500 27 40,500 07/30/2018 SLURRY SEAL 07/18/2024 81 Good (90-71) 90-81BETTIN BETTINA AVENUE BETTIN SAN MATEO CITY LIMIT THURM AVENUE R 2 450 21 9,450 09/09/2021 SLURRY SEAL 07/16/2024 81 Good (90-71) 90-81BUENA BUENA VISTA AVENUE BUEN2 2329 BUENA VISTA AVENUE NEWLANDS AVENUE R 2 400 16 6,400 09/09/2021 SLURRY SEAL 07/16/2024 81 Good (90-71) 90-81CARLMO CARLMONT DRIVE CARL1 ALAMEDA DE LAS PULGAS HASTINGS DRIVE C 2 800 38 30,400 09/09/2021 SLURRY SEAL 08/07/2024 81 Good (90-71) 90-81CARMEL CARMELITA AVENUE CARM1 READ AVENUE CIPRIANI BOULEVARD R 2 1,300 20 26,000 09/09/2021 SLURRY SEAL 07/16/2024 81 Good (90-71) 90-81CARMEL CARMELITA AVENUE CARM2 CIPRIANI BOULEVARD PALMER AVE R 2 200 29 5,800 09/09/2021 SLURRY SEAL 07/16/2024 81 Good (90-71) 90-81CIPRIA CIPRIANI BOULEVARD CIPR1 ALAMEDA DE LAS PULGAS NEWLANDS AVENUE C 2 1,750 20 35,000 12/01/2015 AC OVERLAY (2 INCHES) W/FABRIC 07/16/2024 81 Good (90-71) 90-81CORMOR CORMORANT ROAD CORMOR SHOREWAY ROAD REDWOOD CITY LIMIT R 2 415 32 12,450 09/01/1994 SLURRY SEAL 08/06/2024 81 Good (90-71) 90-81EWELL EWELL ROAD EWELL PULLMAN AVENUE CORONET BOULEVARD R 2 650 16 10,400 09/09/2021 SLURRY SEAL 07/15/2024 81 Good (90-71) 90-81FOLGER FOLGER DRIVE FOLGER NOTRE DAME AVENUE (N) NOTRE DAME AVENUE (S) R 2 1,050 16 16,800 09/09/2021 SLURRY SEAL 07/10/2024 81 Good (90-71) 90-81GERALD GERALDINE WAY GERALD VILLAGE DRIVE VALERGA DRIVE R 2 300 34 10,200 09/09/2021 SLURRY SEAL 08/07/2024 81 Good (90-71) 90-81HASTIN HASTINGS DRIVE HAST1 CARLMONT DRIVE 2213 HASTINGS DRIVE C 2 650 31 20,150 07/15/2018 SLURRY SEAL 08/08/2024 81 Good (90-71) 90-81LYON LYON AVENUE LYON2 ALAMEDA DE LAS PULGAS CORONET BOULEVARD R 2 1,125 21 23,625 04/05/2007 MILL AND OVERLAY 07/16/2024 81 Good (90-71) 90-81MANZAN MANZANITA AVENUE MANZAN NOTRE DAME AVENUE PINE KNOLL DRIVE R 2 1,200 19 22,800 07/15/2018 SLURRY SEAL 07/11/2024 81 Good (90-71) 90-81MERRY MERRY MOPPET LANE MERR020 CARLMONT DR RALSTON AVE R 1 465 16 7,440 09/09/2021 SLURRY SEAL 08/07/2024 81 Good (90-71) 90-81PALMER PALMER AVENUE PALMER CARMELITA AVENUE BUENA VISTA DRIVE R 2 440 30 13,200 09/09/2021 HEAVY MAINTENANCE 07/16/2024 81 Good (90-71) 90-81RALSE EB RALSTON AVENUE, EB RALS160 OLD COUNTY ROAD ELMER STREET A 2 400 37 16,000 08/08/2024 81 Good (90-71) 90-81WAKDR WAKEFIELD DRIVE WAK1 HALLMARK DRIVE SOMERSET DRIVE R 2 600 29 17,400 09/09/2021 SLURRY SEAL 07/10/2024 81 Good (90-71) 90-81BAY BAY COURT BAY EAST LAUREL CREEK ROAD LONGFELLOW DRIVE R 2 250 21 5,250 09/09/2021 SLURRY SEAL 07/16/2024 80 Good (90-71) 80-71ENCLIN ENCLINE WAY ENCLIN BELMONT CANYON ROAD NAUGHTON AVENUE R 2 600 29 17,400 09/09/2021 SLURRY SEAL 08/06/2024 80 Good (90-71) 80-71INDSTR INDUSTRIAL WY 006410 HARBOR BLVD CNTY BNDRY S/HARBOR / COP C 4 375 62 23,250 08/07/2024 80 Good (90-71) 80-71MULBER MULBERRY COURT MULBER CARLMONT DRIVE END OF CUL DE SAC R 2 300 29 8,700 09/09/2021 SLURRY SEAL 08/07/2024 80 Good (90-71) 80-71NEWLAN NEWLANDS AVENUE NEWL1 CASA BONA AVENUE CIPRIANI BOULEVARD R 2 600 20 12,000 09/09/2021 SLURRY SEAL 07/16/2024 80 Good (90-71) 80-71NEWLAN NEWLANDS AVENUE NEWL2 CIPRIANI BOULEVARD SAN MATEO CITY LIMIT R 2 1,500 22 33,000 09/09/2021 SLURRY SEAL 07/16/2024 80 Good (90-71) 80-71NORTH NORTH ROAD NORT5B ROSS STREET NOTRE DAME AVENUE R 2 970 21 20,370 07/10/2024 80 Good (90-71) 80-71READ READ AVENUE READ2 CARMELITA AVENUE PONCE AVENUE R 2 790 18 14,220 09/09/2021 SLURRY SEAL 07/16/2024 80 Good (90-71) 80-71SOMDR SOMERSET DRIVE SOM1 SOMERSET COURT LEIGH WAY R 2 700 29 20,300 09/09/2021 SLURRY SEAL 07/10/2024 80 Good (90-71) 80-71VALLEY VALLEY VIEW AVENUE VALL2 1727 VALLEY VIEW AVENUE OAK KNOLL DRIVE R 2 1,150 18 20,700 09/09/2021 SLURRY SEAL 07/11/2024 80 Good (90-71) 80-71ACAAV ACADEMY AVENUE ACAAV1B WIDTH CHANGE S/O BELBURN DRIVE R 2 410 23 9,430 07/18/2024 79 Good (90-71) 80-71ALAMED ALAMEDA DE LAS PULGAS ALAM3 CIPRIANI BOULEVARD NOTRE DAME AVENUE A 2 600 18 10,800 02/01/2003 SLURRY SEAL 07/16/2024 79 Good (90-71) 80-71ARBOR ARBOR AVENUE ARBO2 FAIRWAY DRIVE ALAMEDA DE LAS PULGAS R 2 1,200 21 25,200 09/09/2021 HEAVY MAINTENANCE 07/16/2024 79 Good (90-71) 80-71BELMON BELMONT CANYON ROAD BELM3 HILLCREST DRIVE 2744 BELMONT CANYON ROAD R 2 950 27 25,650 08/13/2014 SLURRY SEAL 08/06/2024 79 Good (90-71) 80-71BRYCE BRYCE COURT BRYCE TAHOE DRIVE END OF CUL DE SAC R 2 200 27 5,400 02/01/2003 AC OVERLAY 07/11/2024 79 Good (90-71) 80-71CARLMO CARLMONT DRIVE CARL 3 MERRY MOPPET LN LAKE RD R 2 800 37 29,600 09/09/2021 SLURRY SEAL 08/08/2024 79 Good (90-71) 80-71CIPRIA CIPRIANI BOULEVARD CIPR2 NEWLANDS AVENUE PONCE AVENUE C 2 1,600 22 35,200 09/09/2021 SLURRY SEAL 07/16/2024 79 Good (90-71) 80-71CLIFFS CLIFFSIDE COURT CLIFFS HASTINGS DRIVE DEAD END R 2 850 22 18,700 09/09/2021 SLURRY SEAL 08/07/2024 79 Good (90-71) 80-71DEKOV DE KOVEN AVENUE DEKOV2 MONSERAT AVENUE NEWLANDS AVENUE R 2 730 21 15,330 07/15/2018 SLURRY SEAL 07/16/2024 79 Good (90-71) 80-71

361
City of Belmont - 2024 PMP Update
Street List by PCI (High to Low)
Street ID Road Name Section ID Begin Location End Location FC
Lanes Length Width Area Last MnR Date Last MnR Last PCI Date Last Calc PCI Condition Category PCI Range GARDEN GARDEN COURT GARDEN ALAMEDA DE LAS PULGAS END OF CUL DE SAC R 2 225 34 7,650 09/09/2021 SLURRY SEAL 08/07/2024 79 Good (90-71) 80-71HALLMA HALLMARK DRIVE HALL080 BENSON WAY RALSTON AVENUE A 2 975 48 46,800 07/15/2018 SLURRY SEAL 07/12/2024 79 Good (90-71) 80-71HASKIN HASKINS DRIVE HASKIN EAST LAUREL CREEK ROAD MONTE CRESTA DRIVE R 2 1,400 21 29,400 09/09/2021 SLURRY SEAL 07/16/2024 79 Good (90-71) 80-71HCRES HILLCREST DRIVE HCRES BELMONT CANYON ROAD LOWER LOCK AVE R 2 2,450 27 66,150 09/09/2021 SLURRY SEAL 08/06/2024 79 Good (90-71) 80-71NORTH NORTH ROAD NORT5A HILLMAN AVENUE ROSS STREET R 2 1,550 18 27,900 07/15/2018 SLURRY SEAL 07/10/2024 79 Good (90-71) 80-71RALSE EB RALSTON AVENUE, EB RALS150 EL CAMINO REAL OLD COUNTRY ROAD A 3 275 37 10,175 08/08/2024 79 Good (90-71) 80-71READ READ AVENUE READ1 CASA BONA AVENUE CARMELITA AVENUE R 2 700 16 11,200 09/09/2021 SLURRY SEAL 07/16/2024 79 Good (90-71) 80-71TAHOE TAHOE DRIVE TAHOE RALSTON AVENUE LASSEN DRIVE R 2 1,900 26 49,400 09/09/2021 SLURRY SEAL 07/11/2024 79 Good (90-71) 80-71TIOGA TIOGA WAY TIOGA YOSEMITE DRIVE END OF CUL DE SAC R 2 300 27 8,100 08/01/1996 SLURRY SEAL 07/11/2024 79 Good (90-71) 80-71BUENA BUENA VISTA AVENUE BUEN3 NEWLANDS AVENUE CIPRIANI BOULEVARD R 2 570 20 11,400 09/09/2021 SLURRY SEAL 07/16/2024 78 Good (90-71) 80-71CARLMO CARLMONT DRIVE CARL 2 HASTINGS DRIVE MERRY MOPPET LN C 2 600 38 22,800 09/09/2021 SLURRY SEAL 08/07/2024 78 Good (90-71) 80-71CASA CASA BONA AVENUE CASA CORONET BOULEVARD PONCE AVENUE R 2 2,300 20 46,000 09/09/2021 HEAVY MAINTENANCE 07/16/2024 78 Good (90-71) 80-71COMSTO COMSTOCK CIRCLE COMS1B WALTHAM CROSS HALLMARK DRIVE (S) R 2 300 37 11,100 07/15/2018 SLURRY SEAL 07/12/2024 78 Good (90-71) 80-71CORONE CORONET BOULEVARD CORO2A LYON AVENUE CASA BONA AVE R 2 855 20 17,100 07/15/2018 SLURRY SEAL 07/16/2024 78 Good (90-71) 80-71HALLMA HALLMARK DRIVE HALL070 WEMBERLY DRIVE BENSON WAY A 2 1,150 37 42,550 07/15/2018 SLURRY SEAL 07/12/2024 78 Good (90-71) 80-71HIGHGA HIGHGATE AVENUE HIGHGA DEAD END MONTE CRESTA DRIVE R 2 250 20 5,000 07/15/2018 SLURRY SEAL 07/16/2024 78 Good (90-71) 80-71PLATEA PLATEAU DRIVE PLATEA UPPER LOCK AVENUE LOWER LOCK AVENUE R 2 1,600 25 40,000 07/15/2018 SLURRY SEAL 08/06/2024 78 Good (90-71) 80-71SOHO SOHO CIRCLE SOHO HALLMARK DRIVE END OF CUL DE SAC R 2 120 30 3,600 07/15/2018 SLURRY SEAL 07/12/2024 78 Good (90-71) 80-71VALLEY VALLEY VIEW AVENUE VALL1 NOTRE DAME AVENUE 1727 VALLEY VIEW AVENUE R 2 1,050 19 19,950 09/09/2021 SLURRY SEAL 07/11/2024 78 Good (90-71) 80-71WAKDR WAKEFIELD DRIVE WAK2 SOMERSET DRIVE WAKEFIELD DRIVE R 2 2,800 29 81,200 09/09/2021 SLURRY SEAL 07/10/2024 78 Good (90-71) 80-71ALAMED ALAMEDA DE LAS PULGAS ALAM2 FOREST AVENUE CIPRIANI BOULEVARD A 2 350 21 7,350 08/07/2014 SLURRY SEAL 07/16/2024 77 Good (90-71) 80-71ALDCT ALDEN COURT ALDCT ALDEN STREET END OF CUL DE SAC R 2 190 24 4,560 09/09/2021 SLURRY SEAL 07/18/2024 77 Good (90-71) 80-71CORONE CORONET BOULEVARD CORO2B CASA BONA AVE ARTHUR AVENUE R 2 825 20 16,500 07/15/2018 SLURRY SEAL 07/16/2024 77 Good (90-71) 80-71ELDER ELDER DRIVE ELDER WAKEFIELD DRIVE (W) WAKEFIELD DRIVE (E) R 2 800 29 23,200 09/09/2021 SLURRY SEAL 07/10/2024 77 Good (90-71) 80-71HALLMA HALLMARK DRIVE HALL060 COMSTOCK CIRCLE WEMBERLY DRIVE A 2 1,225 37 45,325 07/15/2018 SLURRY SEAL 07/12/2024 77 Good (90-71) 80-71HER HILLER STREET HER4 RALSTON AVENUE RALSTON FRONTAGE RD R 2 100 46 4,600 07/19/2024 77 Good (90-71) 80-71LINCOL LINCOLN AVENUE LINC3 ALL VIEW WAY NEWLANDS AVENUE R 2 925 21 19,425 09/09/2021 SLURRY SEAL 07/16/2024 77 Good (90-71) 80-71MARINE MARINE VIEW AVENUE MARI1 DEAD END W/C 400' S/O DEAD END R 2 400 38 15,200 09/09/2021 SLURRY SEAL 08/07/2024 77 Good (90-71) 80-71OAKCT OAK COURT OAKCT EAST LAUREL CREEK ROAD END OF CUL DE SAC R 2 200 21 4,200 09/09/2021 SLURRY SEAL 07/16/2024 77 Good (90-71) 80-71OXFCTN OXFORD CT (NORTH) OXFN1 OXFORD WAY NORTH END R 2 209 26 5,434 08/07/2024 77 Good (90-71) 80-71PADDIN PADDINGTON COURT PADDIN HALLMARK DRIVE END OF CUL DE SAC R 2 150 30 4,500 07/15/2018 SLURRY SEAL 07/12/2024 77 Good (90-71) 80-71PONCE PONCE AVENUE PONC3 CIPRIANI BOULEVARD END OF CUL DE SAC R 2 600 29 17,400 09/09/2021 SLURRY SEAL 07/16/2024 77 Good (90-71) 80-71RALSE EB RALSTON AVENUE, EB RALS180 GRANADA STREET HILLER STREET A 2 300 40 12,600 02/01/2003 AC OVERLAY 08/08/2024 77 Good (90-71) 80-71RALSE WB RALSTON AVENUE, WB RALS030 GRANADA STREET ELMER STREET A 2 500 33 16,500 08/08/2024 77 Good (90-71) 80-71SIXTH SIXTH AVENUE SIXT6B LANE STREET E STREET A 2 300 19 5,700 08/07/2024 77 Good (90-71) 80-71ACACT ACADEMY COURT ACACT ACADEMY AVENUE ACADEMY AVENUE R 2 365 14 5,110 09/09/2021 SLURRY SEAL 07/18/2024 76 Good (90-71) 80-71CARLMO CARLMONT DRIVE CARL5 2601 CARLMONT DR HIDDEN CANYON PARK R 2 940 37 34,780 09/09/2021 SLURRY SEAL 08/08/2024 76 Good (90-71) 80-71EASTL EAST LAUREL CREEK ROAD EAST3 3138 EAST LAUREL CREEK ROAD BAY COURT C 2 140 20 2,800 09/09/2021 SLURRY SEAL 07/15/2024 76 Good (90-71) 80-71HALLMA HALLMARK DRIVE HALL040 LEIGH WAY WAKEFIELD DRIVE A 2 850 37 31,450 07/15/2018 SLURRY SEAL 07/12/2024 76 Good (90-71) 80-71

362
City of Belmont - 2024 PMP Update
Street List by PCI (High to Low)
Street ID Road Name Section ID Begin Location End Location FC
Lanes Length Width Area Last MnR Date Last MnR Last PCI Date Last Calc PCI Condition Category PCI Range LINCOL LINCOLN AVENUE LINC1 CIPRIANI BOULEVARD MONSERAT AVENUE R 2 700 20 14,000 09/09/2021 SLURRY SEAL 07/16/2024 76 Good (90-71) 80-71LINCOL LINCOLN AVENUE LINC2 MONSERAT AVENUE ALL VIEW WAY R 2 1,060 20 21,200 09/09/2021 SLURRY SEAL 07/16/2024 76 Good (90-71) 80-71MARINE MARINE VIEW AVENUE MARI3 HILLER STREET OLD COUNTY ROAD R 2 1,075 32 34,400 09/09/2021 SLURRY SEAL 08/07/2024 76 Good (90-71) 80-71ROXBUR ROXBURY WAY ROXBUR HILLER STREET CAMBRIDGE STREET R 2 700 32 22,400 08/01/1996 SLURRY SEAL 08/07/2024 76 Good (90-71) 80-71SANAR SAN ARDO WAY SANAR MONTE CRESTA DRIVE BARCLAY WAY R 2 850 20 17,000 09/09/2021 SLURRY SEAL 07/16/2024 76 Good (90-71) 80-71SEQUOI SEQUOIA AVENUE SEQU2 ALL VIEW WAY MONTE CRESTA DRIVE R 2 1,000 21 21,000 07/15/2018 SLURRY SEAL 07/16/2024 76 Good (90-71) 80-71SHARON SHARON AVENUE SHARON ALAMEDA DE LAS PULGAS CORONET BOULEVARD R 2 290 21 6,090 07/15/2018 SLURRY SEAL 07/16/2024 76 Good (90-71) 80-71ACAAV ACADEMY AVENUE ACAAV3A S/O ALDEN ST BEG OF ONE WAY R 2 585 28 16,380 09/09/2021 SLURRY SEAL 07/18/2024 75 Good (90-71) 80-71HALLMA HALLMARK DRIVE HALL030 END OF MEDIAN (NB) LEIGH WAY A 2 500 37 18,500 07/15/2018 SLURRY SEAL 07/12/2024 75 Good (90-71) 80-71HALLMA HALLMARK DRIVE HALL050 WAKEFIELD DRIVE COMSTOCK CIRCLE A 2 1,720 37 63,640 07/15/2018 SLURRY SEAL 07/12/2024 75 Good (90-71) 80-71KEDITH KEDITH STREET KEDITH RALSTON AVENUE O'NEILL AVENUE R 2 830 27 22,410 07/15/2018 SLURRY SEAL 07/19/2024 75 Good (90-71) 80-71MAYWOO MAYWOOD DRIVE MAYWOO RALSTON AVENUE EL VERANO WAY R 2 1,100 25 27,500 07/15/2018 SLURRY SEAL 07/19/2024 75 Good (90-71) 80-71OAKKN OAK KNOLL DRIVE OAK2 VALLEY VIEW AVENUE END OF LOOP R 2 1,590 19 30,210 08/08/2011 SLURRY SEAL 07/11/2024 75 Good (90-71) 80-71OXFCTS OXFORD CT (SOUTH) OXFS1 OXFORD WAY SOUTH END R 2 138 25 3,450 08/07/2024 75 Good (90-71) 80-71RALSE WB RALSTON AVENUE, WB RALS020 HILLER STREET GRANADA STREET A 2 300 34 10,200 02/01/2003 AC OVERLAY 08/08/2024 75 Good (90-71) 80-71SIXTH SIXTH AVENUE SIXT6A HARBOR BOULEVARD LANE STREET A 2 450 26 11,700 08/08/2013 RUBBERIZED CHIP SEAL 08/07/2024 75 Good (90-71) 80-71BELMON BELMONT CANYON ROAD BELM2 RALSTON AVENUE MIDDLE INT HILLCREST DRIVE R 2 425 27 11,475 10/19/2021 DEEP PATCH 08/06/2024 74 Good (90-71) 80-71CAMBRI CAMBRIDGE STREET CAMBRI HILLER STREET MARINE VIEW AVENUE R 2 1,500 32 48,000 08/01/1996 SLURRY SEAL 08/07/2024 74 Good (90-71) 80-71CIPRIA CIPRIANI BOULEVARD CIPR3 PONCE AVENUE RALSTON AVENUE C 2 896 22 19,712 11/01/1993 AC OVERLAY (2 INCHES) W/FABRIC 07/16/2024 74 Good (90-71) 80-71COURTL COURTLAND ROAD COURTL VINE STREET DEAD END R 2 800 24 19,200 01/23/2014 DEEP PATCH 07/19/2024 74 Good (90-71) 80-71DAVEY DAVEY GLEN ROAD DAVEY EL CAMINO REAL MIDDLE ROAD C 2 1,700 35 59,500 07/30/2018 SLURRY SEAL 07/18/2024 74 Good (90-71) 80-71DEKOV DE KOVEN AVENUE DEKOV1 LINCOLN AVENUE MONSERAT AVENUE R 2 1,080 20 21,600 07/15/2018 SLURRY SEAL 07/16/2024 74 Good (90-71) 80-71HALLMA HALLMARK DRIVE HALL010 END OF CUL DE SAC START OF MEDIAN (NB) A 2 290 47 13,630 07/15/2018 SLURRY SEAL 07/10/2024 74 Good (90-71) 80-71HALLMA SB HALLMARK DRIVE SB HALL020S START OF MEDIAN (SB) END OF MEDIAN (SB) A 1 760 19 14,440 07/15/2018 SLURRY SEAL 07/12/2024 74 Good (90-71) 80-71TERRAC TERRACE DRIVE TERR1 NOTRE DAME AVENUE HILLMAN AVENUE R 2 2,275 19 43,225 04/23/2014 DEEP PATCH 07/16/2024 74 Good (90-71) 80-71YOSEMI YOSEMITE DRIVE YOSEMI TAHOE DRIVE LASSEN DRIVE R 2 1,135 26 29,510 09/09/2021 SLURRY SEAL 07/11/2024 74 Good (90-71) 80-71CIPRIA CIPRIANI BOULEVARD CIPR4 RALSTON AVENUE CONTINENTALS WAY R 2 150 58 8,700 08/08/2024 73 Good (90-71) 80-71DEBBIE DEBBIE LANE DEBBIE SOUTH ROAD END OF CUL DE SAC R 2 220 26 5,720 08/01/1996 SLURRY SEAL 07/18/2024 73 Good (90-71) 80-71RALSE WB RALSTON AVENUE, WB RALS050 OLD COUNTY ROAD EL CAMINO REAL A 4 275 44 12,100 08/08/2024 73 Good (90-71) 80-71SOMDR SOMERSET DRIVE SOM2 LEIGH WAY WAKEFIELD DRIVE R 2 1,150 29 33,350 09/09/2021 SLURRY SEAL 07/10/2024 73 Good (90-71) 80-71ACAAV ACADEMY AVENUE ACAAV2 s/o BELBURN DRIVE s/o ALDEN DRIVE R 2 540 28 15,120 01/01/1997 RECONSTRUCT SURFACE (AC) 07/18/2024 72 Good (90-71) 80-71ALAMED ALAMEDA DE LAS PULGAS ALAM7 COVINGTON ROAD (S) RALSTON AVENUE A 2 500 40 20,000 03/03/2014 DEEP PATCH 07/18/2024 72 Good (90-71) 80-71CARLMO CARLMONT DRIVE CARL4 LAKE ROAD 2601 CARLMONT DR R 2 1,550 37 57,350 09/01/2020 SLURRY SEAL 08/08/2024 72 Good (90-71) 80-71LONGFE LONGFELLOW DRIVE LONGFE BAY COURT HASKINS DRIVE R 2 750 20 15,000 08/08/2011 SLURRY SEAL 07/16/2024 72 Good (90-71) 80-71MONTE MONTE CRESTA DRIVE MONT2 BARCLAY WAY MONTE CRESTA COURT R 2 225 20 4,500 01/01/1996 AC OVERLAY (2 INCHES) W/FABRIC 07/16/2024 72 Good (90-71) 80-71RALSE EB RALSTON AVENUE, EB RALS190 HILLER STREET REDWOOD CITY LIMIT A 2 2,125 32 68,000 02/01/2003 AC OVERLAY 08/08/2024 72 Good (90-71) 80-71SIXTH SIXTH AVENUE SIXT5 O'NEILL AVENUE HARBOR BOULEVARD A 2 1,100 38 41,800 08/01/2022 SLURRY SEAL 08/07/2024 72 Good (90-71) 80-71ACAAV ACADEMY AVENUE ACAAV3B BEG OF ONE WAY END OF ONE WAY R 2 665 15 9,975 07/18/2024 71 Good (90-71) 80-71ALAMED ALAMEDA DE LAS PULGAS ALAM6 COVINGTON ROAD (N) COVINGTON ROAD (S) A 2 1,150 18 20,700 08/08/2011 SLURRY SEAL 07/18/2024 71 Good (90-71) 80-71

363
City of Belmont - 2024 PMP Update
Street List by PCI (High to Low)
Street ID Road Name Section ID Begin Location End Location FC
Lanes Length Width Area Last MnR Date Last MnR Last PCI Date Last Calc PCI Condition Category PCI Range ALDST ALDEN STREET ALDST AVON STREET ALAMEDA DE LAS PULGAS R 2 1,300 28 36,400 09/09/2021 SLURRY SEAL 07/18/2024 71 Good (90-71) 80-71AVON AVON AVENUE AVON2 BELBURN DRIVE FAIRWAY DRIVE R 2 750 28 21,000 09/09/2021 SLURRY SEAL 07/18/2024 71 Good (90-71) 80-71BELMON BELMONT CANYON ROAD BELM1 RALSTON AVENUE EAST INT BELMONT CANYON ROAD R 2 2,640 22 58,080 09/09/2021 HEAVY MAINTENANCE 08/06/2024 71 Good (90-71) 80-71CHRCT CHRISTIAN COURT CHRCT CHRISTIAN DRIVE END OF CUL DE SAC R 2 390 30 11,700 09/09/2021 HEAVY MAINTENANCE 08/06/2024 71 Good (90-71) 80-71HALLMA NB HALLMARK DRIVE NB HALL020N START OF MEDIAN (NB) END OF MEDIAN (NB) A 1 760 19 14,440 07/15/2018 SLURRY SEAL 07/12/2024 71 Good (90-71) 80-71ALAMED ALAMEDA DE LAS PULGAS ALAM1 SAN MATEO CITY LIMIT FOREST AVENUE A 2 150 48 7,200 08/07/2014 SLURRY SEAL 07/16/2024 70 Fair (70-51) 70-61ALAMED ALAMEDA DE LAS PULGAS ALAM4A NOTRE DAME AVENUE MEZES AVENUE A 2 700 19 13,300 08/07/2014 SLURRY SEAL 07/18/2024 70 Fair (70-51) 70-61ALAMED ALAMEDA DE LAS PULGAS ALAM4B MEZES AVENUE ARBOR DRIVE A 2 450 22 9,900 08/07/2014 SLURRY SEAL 07/18/2024 70 Fair (70-51) 70-61CONCOU CONCOURSE DRIVE CONCO1 CLIPPER DRIVE (W) CLIPPER DRIVE (E) C 2 800 48 38,400 08/06/2024 70 Fair (70-51) 70-61ELVER EL VERANO WAY ELV2 MAYWOOD DRIVE LADERA WAY R 2 750 25 18,750 02/01/2003 AC OVERLAY 07/19/2024 70 Fair (70-51) 70-61ELVER EL VERANO WAY ELV3 LADERA WAY ALAMEDA DE LAS PULGAS R 2 250 37 9,250 02/01/2003 AC OVERLAY 07/19/2024 70 Fair (70-51) 70-61FAIRWA FAIRWAY DRIVE FAIRWA NOTRE DAME AVENUE ARBOR AVENUE R 2 1,400 19 26,600 09/09/2021 SLURRY SEAL 07/18/2024 70 Fair (70-51) 70-61MASONI MASONIC WAY MASO1 HILLER STREET GRANADA ST R 2 225 32 7,200 08/30/2022 AC OVERLAY 08/07/2024 70 Fair (70-51) 70-61ONEIL ONEILL AVE ONE040 SUNNYSLOPE AVENUE WEST CUL DE SAC R 2 218 25 5,450 08/07/2024 70 Fair (70-51) 70-61RALSE EB RALSTON AVENUE, EB RALS170 ELMER STREET GRANADA STREET A 2 500 35 17,500 08/08/2024 70 Fair (70-51) 70-61WESTN WEST NAUGHTON AVENUE WESTN1 BELMONT CANYON RD CULDESAC R 2 975 32 31,200 08/20/2007 SLURRY SEAL 08/06/2024 70 Fair (70-51) 70-61ISLAND ISLAND PARKWAY (SB) ISLAND10 END 2ND PCC RALSTON AVENUE C 2 210 37 7,770 08/06/2024 68 Fair (70-51) 70-61MONTE MONTE CRESTA DRIVE MONT4 END S/O SEQUOIA WAY HASKINS DRIVE R 2 650 21 13,650 07/15/2018 SLURRY SEAL 07/16/2024 68 Fair (70-51) 70-61NORTH NORTH ROAD NORT3 IRENE COURT (CENTER @ MEDIAN) RUTH AVENUE R 2 155 33 5,115 07/10/2024 68 Fair (70-51) 70-61PALM PALM AVENUE (FIFTH) PALM020 COP 100' N/O ONIEL AVE WALTERMIRE ST R 2 143 26 3,718 09/09/2021 SLURRY SEAL 08/07/2024 68 Fair (70-51) 70-61ISLAND ISLAND PARKWAY (NB) ISLAND1 RALSTON AVENUE BEGINNING OF PCC C 2 210 28 5,880 08/06/2024 67 Fair (70-51) 70-61RALSE WB RALSTON AVENUE, WB RALS040 ELMER STREET OLD COUNTY ROAD A 2 400 37 14,800 08/08/2024 67 Fair (70-51) 70-61VILLA VILLA AVENUE VILLA1 ACADEMY AVENUE BELBURN DRIVE R 2 1,150 28 32,200 01/01/1996 AC OVERLAY (2 INCHES) W/FABRIC 07/18/2024 67 Fair (70-51) 70-61ARDEN ARDEN LANE ARDEN TALBRYN DRIVE VINE STREET R 2 650 23 14,950 07/15/2018 SLURRY SEAL 07/19/2024 66 Fair (70-51) 70-61CHRDR CHRISTIAN DRIVE CHRDR RALSTON AVENUE MARSTEN AVENUE C 2 1,050 31 32,550 09/09/2021 SLURRY SEAL 08/06/2024 66 Fair (70-51) 70-61HARBOR HARBOR BOULEVARD 130910 OLD COUNTY RD EL CAMINO REAL R 2 215 54 11,610 07/19/2024 66 Fair (70-51) 70-61OLD OLD COUNTY ROAD OLD4 MASONIC WAY RALSTON AVENUE A 2 285 38 10,830 08/30/2022 AC OVERLAY 08/06/2024 66 Fair (70-51) 70-61RALSE WB RALSTON AVENUE, WB RALS160 CIPRIANI BOULEVARD DAVIS DRIVE A 2 1,540 25 38,500 09/01/1986 AC OVERLAY (2 INCHES) 08/08/2024 66 Fair (70-51) 70-61RINCON RINCONADA CIRCLE RINCON ST. JAMES ROAD END OF TURN A ROUND R 2 800 29 23,200 07/09/2024 66 Fair (70-51) 70-61SEQUOI SEQUOIA AVENUE SEQU1 BARCLAY WAY ALL VIEW WAY R 2 600 21 12,600 01/01/1996 AC OVERLAY (2 INCHES) W/FABRIC 07/16/2024 66 Fair (70-51) 70-61SOUTH SOUTH ROAD SOUT3 HOLLY ROAD (N) RALSTON AVENUE C 2 1,950 20 39,000 09/09/2021 SLURRY SEAL 07/18/2024 66 Fair (70-51) 70-61SUNNYS SUNNYSLOPE AVENUE SUNN2B 1572 SUNNYSLOPE AVENUE LANE STREET R 2 200 20 4,000 09/09/2021 SLURRY SEAL 08/07/2024 66 Fair (70-51) 70-61VILCT VILLAGE COURT VILCT VILLAGE DRIVE END OF CUL DE SAC R 2 350 34 11,900 09/09/2021 SLURRY SEAL 08/07/2024 66 Fair (70-51) 70-61ALLVI ALL VIEW WAY ALL2 SEQUOIA AVENUE END OF CUL DE SAC R 2 550 28 15,400 08/20/2007 SLURRY SEAL 07/16/2024 65 Fair (70-51) 70-61DAVIS DAVIS DRIVE DAVI2 10 DAVIS DRIVE END OF CUL DE SAC R 2 450 40 18,000 07/15/2018 SLURRY SEAL 08/07/2024 65 Fair (70-51) 70-61ISLAND ISLAND PARKWAY (NB) ISLAND3 END PCC BEGINNING PCC C 2 185 28 5,180 08/06/2024 65 Fair (70-51) 70-61OLD OLD COUNTY ROAD OLD7 COP 130' S/O KAREN CITY LIMIT 300' S/O HARBOR BLVD A 2 630 58 36,540 08/22/2019 65 Fair (70-51) 70-61RALSE EB RALSTON AVENUE, EB RALS130 TWIN PINES LN SIXTH AVENUE A 2 300 32 9,600 08/08/2011 PATCH AND SLURRY SEAL 08/08/2024 65 Fair (70-51) 70-61SHIRLE SHIRLEY ROAD SHIRLE FOREST AVENUE FOREST AVENUE R 2 700 17 11,900 08/20/2007 SLURRY SEAL 07/16/2024 65 Fair (70-51) 70-61

364
City of Belmont - 2024 PMP Update
Street List by PCI (High to Low)
Street ID Road Name Section ID Begin Location End Location FC
Lanes Length Width Area Last MnR Date Last MnR Last PCI Date Last Calc PCI Condition Category PCI Range ADELAI ADELAIDE WAY ADELAI CHRISTIAN DRIVE (N) CHRISTIAN DRIVE (S) R 2 1,600 30 48,000 08/06/2024 64 Fair (70-51) 70-61ISLAND ISLAND PARKWAY (SB) ISLAND8 END PCC START 2ND PCC C 2 185 28 5,180 08/06/2024 64 Fair (70-51) 70-61NORTH NORTH ROAD NORT1A EL CAMINO REAL MALCOLM AVENUE R 2 565 26 14,690 08/01/1996 SLURRY SEAL 07/10/2024 64 Fair (70-51) 70-61RALSE EB RALSTON AVENUE, EB RALS010 CHRISTIAN DRIVE HALLMARK DRIVE A 2 2,150 24 51,600 07/12/2024 64 Fair (70-51) 70-61RALSE WB RALSTON AVENUE, WB RALS150 PULLMAN AVENUE CIPRIANI BOULEVARD A 2 2,030 25 50,750 08/08/2011 PATCH AND SLURRY SEAL 08/08/2024 64 Fair (70-51) 70-61NORTH NORTH ROAD NORT1B MALCOLM AVENUE BERESFORD STREET R 2 635 26 16,510 07/10/2024 63 Fair (70-51) 70-61RALSE WB RALSTON AVENUE, WB RALS070 SIXTH AVENUE TWIN PINES LN A 2 300 38 11,400 08/08/2011 PATCH AND SLURRY SEAL 08/08/2024 63 Fair (70-51) 70-61RALSE WB RALSTON AVENUE, WB RALS180 BELMONT CANYON ROAD HALLMARK DRIVE A 2 1,075 25 26,875 09/01/1986 AC OVERLAY (2 INCHES) 08/08/2024 63 Fair (70-51) 70-61SOUTHV SOUTHVIEW COURT SOUTHV SOUTH ROAD END OF CUL DE SAC R 2 450 27 12,150 01/01/1996 AC OVERLAY (2 INCHES) W/FABRIC 07/18/2024 63 Fair (70-51) 70-61BARCLA BARCLAY WAY BARC1 MONSERAT AVENUE SEQUOIA WAY R 2 500 20 10,000 07/09/2014 DEEP PATCH 07/16/2024 62 Fair (70-51) 70-61RALSE WB RALSTON AVENUE, WB RALS190 HALLMARK DRIVE CHRISTIAN DRIVE A 2 2,150 25 53,750 08/08/2024 62 Fair (70-51) 70-61ALAMED ALAMEDA DE LAS PULGAS ALAM5 ARBOR AVENUE COVINGTON ROAD (N) A 2 950 20 19,000 02/01/2003 SLURRY SEAL 07/18/2024 61 Fair (70-51) 70-61ENGLISH ENGLISH CT ENGL1 HARBOR BOULEVARD WEST END R 2 221 32 7,072 08/07/2024 61 Fair (70-51) 70-61FLASHN FLASHNER LANE FLASHN EL CAMINO REAL RALSTON AVENUE R 2 300 19 5,700 09/01/1990 SLURRY SEAL 07/18/2024 61 Fair (70-51) 70-61RALSE EB RALSTON AVENUE, EB RALS020 HALLMARK DRIVE BELMONT CANYON ROAD A 2 1,050 22 23,100 09/01/1986 AC OVERLAY (2 INCHES) 07/12/2024 60 Fair (70-51) 60-51RALSE WB RALSTON AVENUE, WB RALS060 EL CAMINO REAL SIXTH AVENUE A 2 600 28 16,800 08/08/2011 PATCH AND SLURRY SEAL 08/08/2024 60 Fair (70-51) 60-51RALSE WB RALSTON AVENUE, WB RALS080 TWIN PINES LN SOUTH ROAD A 2 620 27 16,740 08/08/2011 PATCH AND SLURRY SEAL 08/08/2024 60 Fair (70-51) 60-51SKYCT SKYMONT COURT SKYCT SKYMONT DRIVE END OF CUL DE SAC R 2 150 32 4,800 08/06/2024 60 Fair (70-51) 60-51TALBRY TALBRYN DRIVE TALB2 ARON COURT BUCKLAND AVENUE R 2 358 24 8,592 07/19/2024 60 Fair (70-51) 60-51RALSE WB RALSTON AVENUE, WB RALS010 REDWOOD CITY LIMIT HILLER STREET A 2 2,125 32 68,000 02/01/2003 AC OVERLAY 08/08/2024 59 Fair (70-51) 60-51ARTHUR ARTHUR AVENUE ARTHUR ALAMEDA DE LAS PULGAS CORONET BOULEVARD R 2 1,000 20 20,000 09/09/2021 SLURRY SEAL 07/16/2024 58 Fair (70-51) 60-51LAKE LAKE ROAD LAKE CARLMONT DRIVE LYALL WAY R 2 450 28 12,600 02/01/2003 AC OVERLAY 08/07/2024 58 Fair (70-51) 60-51MEADOW MEADOW PARK CIRCLE MEADOW ST. JAMES ROAD END OF TURN A ROUND R 2 475 26 12,350 10/01/2014 DEEP PATCH 07/09/2024 58 Fair (70-51) 60-51RALSE EB RALSTON AVENUE, EB RALS120 SOUTH ROAD TWIN PINES LN A 2 650 30 19,500 08/08/2011 PATCH AND SLURRY SEAL 08/08/2024 58 Fair (70-51) 60-51RALSE EB RALSTON AVENUE, EB RALS140 SIXTH AVENUE EL CAMINO REAL A 2 600 32 19,200 08/08/2011 PATCH AND SLURRY SEAL 08/08/2024 58 Fair (70-51) 60-51SKYDR SKYMONT DRIVE SKYDR MARSTEN AVENUE DEAD END R 2 1,350 30 40,500 08/06/2024 58 Fair (70-51) 60-51SOUTH SOUTH ROAD SOUT1 MIDDLE ROAD COLLEGE VIEW WAY C 2 1,020 20 20,400 09/01/1994 SLURRY SEAL 07/18/2024 58 Fair (70-51) 60-51RALSE WB RALSTON AVENUE, WB RALS170 DAVIS DRIVE BELMONT CANYON ROAD A 2 1,800 25 45,000 09/01/1986 AC OVERLAY (2 INCHES) 08/08/2024 57 Fair (70-51) 60-51SEM SEM LANE SEM DEAD END SHOREWAY DRIVE R 2 650 32 20,800 09/01/1994 SLURRY SEAL 08/06/2024 57 Fair (70-51) 60-51HERITA HERITAGE COURT HERITA ST. JAMES ROAD END OF TURN A ROUND R 2 500 26 13,000 07/09/2024 55 Fair (70-51) 60-51ROBERT ROBERT AVENUE ROBERT SKYMONT DRIVE BISHOP ROAD R 2 150 30 4,500 08/06/2024 55 Fair (70-51) 60-51ISLAND ISLAND PARKWAY (NB) ISLAND5 END PCC CONCOURSE DRIVE C 2 600 28 16,800 08/06/2024 54 Fair (70-51) 60-51ISLAND ISLAND PARKWAY (SB) ISLAND6 CONCOURSE DRIVE START PCC C 2 600 28 16,800 08/06/2024 54 Fair (70-51) 60-51RALSE WB RALSTON AVENUE, WB RALS140 ALAMEDA DE LAS PULGAS PULLMAN AVENUE A 2 900 23 20,700 08/08/2011 PATCH AND SLURRY SEAL 08/08/2024 54 Fair (70-51) 60-51FIFTH FIFTH AVENUE FIFT1B BROADWAY HARBOR BOULEVARD R 2 550 48 26,400 08/07/2024 53 Fair (70-51) 60-51RALSE EB RALSTON AVENUE, EB RALS030 BELMONT CANYON ROAD DAVIS DRIVE A 2 1,800 23 41,400 09/01/1986 AC OVERLAY (2 INCHES) 08/08/2024 53 Fair (70-51) 60-51RALSE EB RALSTON AVENUE, EB RALS040 DAVIS DRIVE CIPRIANI BOULEVARD A 2 1,525 23 35,075 09/01/1986 AC OVERLAY (2 INCHES) 08/08/2024 53 Fair (70-51) 60-51WILLIA WILLIAMS AVENUE WILLIA NORTH ROAD RIDGE ROAD R 2 785 20 15,700 01/01/1996 AC OVERLAY (2 INCHES) W/FABRIC 07/11/2024 53 Fair (70-51) 60-51RIDGE RIDGE ROAD RIDGE END OF CUL DE SAC NOTRE DAME AVENUE R 2 900 21 18,900 01/01/1996 AC OVERLAY (2 INCHES) W/FABRIC 07/11/2024 51 Fair (70-51) 60-51

365
City of Belmont - 2024 PMP Update
Street List by PCI (High to Low)
Street ID Road Name Section ID Begin Location End Location FC
Lanes Length Width Area Last MnR Date Last MnR Last PCI Date Last Calc PCI Condition Category PCI Range WINDIN WINDING WAY WIND1 WILLIAMS AVENUE ROSS STREET R 2 500 18 9,000 08/01/1996 SLURRY SEAL 07/11/2024 51 Fair (70-51) 60-51EMMETT EMMETT AVENUE EMMETT EL CAMINO REAL SIXTH AVENUE R 2 530 35 18,550 06/01/2007 SLURRY SEAL 08/07/2024 50 Poor (50-31) 50-41RALSE WB RALSTON AVENUE, WB RALS130 VILLA AVENUE ALAMEDA DE LAS PULGAS A 3 350 34 11,900 08/08/2011 PATCH AND SLURRY SEAL 08/08/2024 50 Poor (50-31) 50-41RALSE EB RALSTON AVENUE, EB RALS050 CIPRIANI BOULEVARD LYALL WAY A 2 2,030 25 50,750 08/08/2011 PATCH AND SLURRY SEAL 08/08/2024 49 Poor (50-31) 50-41WALTER WALTERMIRE STREET WALT1 ELMER STREET OLD COUNTY ROAD R 2 400 22 8,800 07/18/2024 49 Poor (50-31) 50-41LAUCT LAUREL COURT LAUCT MIDDLE ROAD END OF CUL DE SAC R 2 160 17 2,720 07/18/2024 48 Poor (50-31) 50-41MALCOL MALCOLM AVENUE MALC2 RUTH AVENUE ANITA AVENUE (E) R 2 1,400 27 37,800 08/01/1996 SLURRY SEAL 07/11/2024 48 Poor (50-31) 50-41MIRAMA MIRAMAR TERRACE MIRAMA SOUTH ROAD HOLLY ROAD R 2 1,204 21 25,284 09/01/1994 SLURRY SEAL 07/18/2024 48 Poor (50-31) 50-41FIFTH FIFTH AVENUE FIFT2 HARBOR BOULEVARD EL CAMINO REAL R 2 1,200 48 57,600 08/07/2024 47 Poor (50-31) 50-41RALSE EB RALSTON AVENUE, EB RALS060 LYALL WAY ALAMEDA DE LAS PULGAS A 2 950 25 23,750 08/08/2011 PATCH AND SLURRY SEAL 08/08/2024 47 Poor (50-31) 50-41RALSE EB RALSTON AVENUE, EB RALS070 ALAMEDA DE LAS PULGAS VILLA AVENUE A 2 350 23 8,050 08/08/2011 PATCH AND SLURRY SEAL 08/08/2024 47 Poor (50-31) 50-41ALAMED ALAMEDA DE LAS PULGAS ALAM10 CHULA VISTA DRIVE SAN CARLOS CITY LIMIT A 3 800 46 36,800 01/01/1996 AC OVERLAY (2 INCHES) W/FABRIC 08/08/2024 46 Poor (50-31) 50-41PULLMA PULLMAN AVENUE PULL1A COVINGTON ROAD EWELL ROAD R 2 1,350 19 25,650 07/18/2024 46 Poor (50-31) 50-41PULLMA PULLMAN AVENUE PULL1B EWELL ROAD CORONET BOULEVARD R 2 815 21 17,115 07/18/2024 46 Poor (50-31) 50-41ALAMED ALAMEDA DE LAS PULGAS ALAM8 RALSTON AVENUE CARLMONT DRIVE A 4 800 46 36,800 01/01/1996 AC OVERLAY (2 INCHES) W/FABRIC 08/08/2024 45 Poor (50-31) 50-41RALSFR RALSTON FRONTAGE RD RAFR1 GRANADA ST HILLER R 2 200 18 3,600 07/19/2024 45 Poor (50-31) 50-41HILL HILL STREET HILL EL CAMINO REAL DEAD END R 2 650 31 20,150 07/18/2024 44 Poor (50-31) 50-41LASSEN NB LASSEN DRIVE NB LASS020N 1117 LASSEN DRIVE TAHOE AVENUE R 1 675 18 12,150 06/01/2007 SLURRY SEAL 07/11/2024 44 Poor (50-31) 50-41CORONE CORONET BOULEVARD CORO3 ARTHUR AVENUE PRINDLE ROAD R 2 1,550 21 32,550 07/16/2024 43 Poor (50-31) 50-41MONTE MONTE CRESTA DRIVE MONT1 SAN JUAN BOULEVARD BARCLAY WAY R 2 1,600 21 33,600 08/01/1996 SLURRY SEAL 07/16/2024 43 Poor (50-31) 50-41LOWER LOWER LOCK AVENUE LOWER1 END OF PAVED ROAD W/O BERESFORD AVENUE R 2 365 24 8,760 07/15/2018 SLURRY SEAL 08/06/2024 42 Poor (50-31) 50-41LOWER LOWER LOCK AVENUE LOWER2 W/O BERESFORD AVENUE E/O PLATEAU DR R 2 355 26 9,230 08/06/2024 42 Poor (50-31) 50-41LOWER LOWER LOCK AVENUE LOWER3 E/O PLATEAU DR HILL CREST DR (W) R 2 230 26 5,980 08/06/2024 42 Poor (50-31) 50-41ROSS ROSS STREET ROSS WINDING WAY NORTH ROAD R 2 275 18 4,950 10/01/1986 AC OVERLAY (2 INCHES) W/FABRIC 07/11/2024 41 Poor (50-31) 50-41BENSON BENSON WAY BENSON HALLMARK DRIVE ST. JAMES ROAD R 2 800 37 29,600 07/12/2024 40 Poor (50-31) 40-31MARSTE MARSTEN AVENUE MARSTE CHRISTIAN DRIVE ROBERT AVENUE C 2 1,470 22 32,340 08/06/2024 40 Poor (50-31) 40-31TALBRY TALBRYN DRIVE TALB1B ARDEN LN ARON COURT R 2 326 19 6,194 07/19/2024 40 Poor (50-31) 40-31DIONNE DIONNE COURT DIONNE SKYMONT DRIVE END OF CUL DE SAC R 2 120 37 4,440 08/06/2024 39 Poor (50-31) 40-31HARBOR HARBOR BOULEVARD HARB4 MOLITOR ROAD LANE STREET C 2 650 20 13,000 09/01/1990 SLURRY SEAL 07/19/2024 39 Poor (50-31) 40-31STJA ST. JAMES ROAD ST3 REFUGE BOUNDARY ENTRANCE TO FOX SCHOOL R 2 1,850 37 68,450 07/12/2024 39 Poor (50-31) 40-31ALAMED ALAMEDA DE LAS PULGAS ALAM9 CARLMONT DRIVE CHULA VISTA DRIVE A 3 1,650 46 75,900 01/01/1996 AC OVERLAY (2 INCHES) W/FABRIC 08/08/2024 38 Poor (50-31) 40-31SANJU SAN JUAN BOULEVARD SAN2 MONTE CRESTA DRIVE EAST LAUREL CREEK ROAD C 2 2,614 25 65,350 07/15/2024 38 Poor (50-31) 40-31BARCLA BARCLAY WAY BARC2 SEQUOIA WAY SAN ARDO WAY R 2 1,500 21 31,500 07/16/2024 37 Poor (50-31) 40-31STJA ST. JAMES ROAD ST2 WALTHAM CROSS REFUGE BOUNDARY R 2 600 37 22,200 09/01/1994 SLURRY SEAL 07/12/2024 37 Poor (50-31) 40-31ALHAMB ALHAMBRA DRIVE ALHA2 DEAD END MONTE CRESTA DRIVE R 2 500 21 10,500 07/16/2024 36 Poor (50-31) 40-31EASTL EAST LAUREL CREEK ROAD EAST2 3114 EAST LAUREL CREEK ROAD / COP 3138 EAST LAUREL CREEK ROAD C 2 600 20 12,000 07/15/2024 36 Poor (50-31) 40-31MIDDLE MIDDLE ROAD MIDD3 CYPRESS AVE EL CAMINO REAL A 2 150 28 4,200 07/10/2024 36 Poor (50-31) 40-31NORTH NORTH ROAD NORT4 RUTH AVENUE HILLMAN AVENUE R 2 470 24 11,280 08/01/1996 SLURRY SEAL 07/10/2024 36 Poor (50-31) 40-31SOLDR SOLANA DRIVE SOLD2 SOLANA COURT END OF CUL DE SAC R 2 800 25 20,000 08/01/1996 SLURRY SEAL 07/19/2024 36 Poor (50-31) 40-31

366
City of Belmont - 2024 PMP Update
Street List by PCI (High to Low)
Street ID Road Name Section ID Begin Location End Location FC
Lanes Length Width Area Last MnR Date Last MnR Last PCI Date Last Calc PCI Condition Category PCI Range HAINLI HAINLINE DRIVE HAINLI MIDDLE ROAD SOUTH ROAD R 2 350 27 9,450 08/01/1996 SLURRY SEAL 07/18/2024 35 Poor (50-31) 40-31LASSEN SB LASSEN DRIVE SB LASS020S TAHOE AVENUE 1117 LASSEN DRIVE R 1 650 18 11,700 07/11/2024 35 Poor (50-31) 40-31MONTE MONTE CRESTA DRIVE MONT3 MONTE CRESTA COURT DEAD END R 2 600 20 12,000 08/01/1996 SLURRY SEAL 07/16/2024 35 Poor (50-31) 40-31ALTURA ALTURA WAY ALTURA SOLANA DRIVE END OF CUL DE SAC R 2 675 25 16,875 08/01/1996 SLURRY SEAL 07/19/2024 34 Poor (50-31) 40-31WINDIN WINDING WAY WIND2 ROSS STREET HILLMAN AVENUE R 2 2,320 16 41,760 08/01/1996 SLURRY SEAL 07/11/2024 34 Poor (50-31) 40-31SANJU SAN JUAN BOULEVARD SAN1 CIPRIANI BOULEVARD MONTE CRESTA DRIVE C 2 1,600 24 38,400 07/15/2024 33 Poor (50-31) 40-31NORTH NORTH ROAD NORT2 BERESFORD STREET IRENE CT (CENTER @ MEDIAN) R 2 180 37 6,660 07/10/2024 30 Failed (30-0) 30-21PROSPE PROSPECT STREET PROSPE LANE STREET SAN CARLOS CITY LIMIT / COP R 2 500 20 10,000 07/19/2024 30 Failed (30-0) 30-21AVON AVON AVENUE AVON1 RALSTON AVENUE BELBURN DRIVE R 2 600 30 18,000 08/01/1996 SLURRY SEAL 07/18/2024 29 Failed (30-0) 30-21BUCKLA BUCKLAND AVENUE BUCKLA TALBRYN DRIVE SAN CARLOS CITY LIMIT R 2 350 27 9,450 07/19/2024 29 Failed (30-0) 30-21VINE VINE STREET VINE1A HARBOR BOULEVARD SPRING LANE R 2 1,010 25 25,250 07/19/2024 29 Failed (30-0) 30-21VINE VINE STREET VINE1B SPRING LANE 1537 VINE ST (COP) R 2 548 25 13,700 07/09/2024 29 Failed (30-0) 30-21ELVER EL VERANO WAY ELV1 CHULA VISTA DRIVE MAYWOOD DRIVE R 2 1,650 25 41,250 07/19/2024 27 Failed (30-0) 30-21MILLS MILLS AVENUE MILLS SAN MATEO CITY LIMIT HILLMAN AVENUE C 2 350 21 8,050 07/11/2024 27 Failed (30-0) 30-21VANNIE VANNIER DRIVE VANNIE SOUTH ROAD (W) SOUTH ROAD (E) R 2 875 20 17,500 07/18/2024 27 Failed (30-0) 30-21CAMINO CAMINO VISTA COURT CAMINO MIDDLE ROAD END OF CUL DE SAC R 2 225 26 5,850 07/18/2024 26 Failed (30-0) 30-21JULIA JULIA COURT JULIA MALCOLM AVENUE END OF CUL DE SAC R 2 150 27 4,050 03/25/2014 DEEP PATCH 07/11/2024 26 Failed (30-0) 30-21VALDEZ VALDEZ AVENUE VALDEZ FERNWOOD WAY EL VERANO WAY R 2 900 25 22,500 09/01/1990 SLURRY SEAL 08/07/2024 26 Failed (30-0) 30-21BROADW BROADWAY BROA2 SIXTH AVENUE SUNNYSLOPE AVENUE R 2 300 28 8,400 08/07/2024 25 Failed (30-0) 30-21COLLEG COLLEGE VIEW WAY COLLEG SOUTH ROAD END OF TURN A ROUND R 2 1,050 22 23,100 07/18/2024 25 Failed (30-0) 30-21FST F STREET FST EL CAMINO REAL SIXTH AVENUE R 2 325 42 13,650 08/07/2024 25 Failed (30-0) 30-21MOLITO MOLITOR ROAD MOLITO HARBOR BOULEVARD SAN CARLOS CITY LIMIT / COP C 2 1,100 20 22,000 07/19/2024 25 Failed (30-0) 30-21PALOMA PALOMA AVENUE PALOMA DEAD END VINE STREET R 2 850 20 17,000 07/19/2024 25 Failed (30-0) 30-21PULLMA PULLMAN AVENUE PULL2 CORONET BOULEVARD RALSTON AVENUE R 2 200 20 4,000 07/18/2024 25 Failed (30-0) 30-21SOLDR SOLANA DRIVE SOLD1 CHULA VISTA DRIVE SOLANA COURT R 2 400 25 10,000 07/19/2024 25 Failed (30-0) 30-21ALHAMB ALHAMBRA DRIVE ALHA1 BARCLAY WAY DEAD END R 2 1,450 20 29,000 07/16/2024 24 Failed (30-0) 30-21DESVIO DESVIO WAY DESVIO SOLANA DRIVE END OF CUL DE SAC R 2 650 25 16,250 07/19/2024 24 Failed (30-0) 30-21FERNWO FERNWOOD WAY FERNWO CHULA VISTA DRIVE EL VERANO WAY R 2 780 26 20,280 07/19/2024 24 Failed (30-0) 30-21LANE LANE STREET LANE2 MOLITOR ROAD PROSPECT STREET R 2 350 20 7,000 07/19/2024 24 Failed (30-0) 30-21HOLLY HOLLY ROAD HOLL2A CUL DE SAC NW SOUTH ROAD R 2 300 21 6,300 07/18/2024 23 Failed (30-0) 30-21LYNDHU LYNDHURST AVENUE LYNDHU CITY LIMIT / LYNDHURST CT / COP BUCKLAND AVENUE R 2 700 26 18,200 07/19/2024 23 Failed (30-0) 30-21FOREST FOREST AVENUE FORE2 ALAMEDA DE LAS PULGAS CIPRIANI BOULEVARD R 1 950 16 15,200 07/16/2024 22 Failed (30-0) 30-21IRENE IRENE COURT IRENE NORTH ROAD END OF CUL DE SAC R 2 600 35 21,000 08/01/1996 SLURRY SEAL 07/11/2024 22 Failed (30-0) 30-21KORBEL KORBEL WAY KORBEL SOUTH ROAD END OF CUL DE SAC R 2 250 20 5,000 07/18/2024 22 Failed (30-0) 30-21LADERA LADERA WAY LADERA MAYWOOD DRIVE EL VERANO WAY R 2 1,200 25 30,000 08/07/2024 22 Failed (30-0) 30-21MALCOL MALCOLM AVENUE MALC1 NORTH ROAD RUTH AVENUE R 2 250 26 6,500 08/01/1996 SLURRY SEAL 07/11/2024 22 Failed (30-0) 30-21SUNNYS SUNNYSLOPE AVENUE SUNN1 O'NEILL AVENUE HARBOR BOULEVARD R 2 870 28 24,360 08/07/2024 21 Failed (30-0) 30-21PHYLLI PHYLLIS COURT PHYLLI COLLEGE VIEW WAY END OF CUL DE SAC R 2 200 24 4,800 07/18/2024 20 Failed (30-0) 20-11SOLCT SOLANA COURT SOLCT SOLANA DRIVE END OF CUL DE SAC R 2 130 25 3,250 07/19/2024 20 Failed (30-0) 20-11

367
City of Belmont - 2024 PMP Update
Street List by PCI (High to Low)
Street ID Road Name Section ID Begin Location End Location FC
Lanes Length Width Area Last MnR Date Last MnR Last PCI Date Last Calc PCI Condition Category PCI Range SUNNYS SUNNYSLOPE AVENUE SUNN2C LANE STREET SAN CARLOS CITY LIMIT R 2 860 20 17,200 08/07/2024 20 Failed (30-0) 20-11COMSTO COMSTOCK CIRCLE COMS1A REFUGE BOUNDARY WALTHAM CROSS R 2 400 37 14,800 07/01/1986 SLURRY SEAL 07/12/2024 19 Failed (30-0) 20-11COMSTO COMSTOCK CIRCLE COMS2 HALLMARK DRIVE (S) HALLMARK DRIVE (W) R 2 2,300 29 66,700 07/12/2024 19 Failed (30-0) 20-11PALM PALM AVENUE (FIFTH) PALM010 ONEIL AVE COP 100' N/O ONEIL AVE R 2 100 28 2,800 08/07/2024 19 Failed (30-0) 20-11PRINDL PRINDLE ROAD PRIND1 CORONET BOULEVARD PONCE R 2 1,327 21 27,867 07/15/2024 17 Failed (30-0) 20-11WEMBER WEMBERLY DRIVE WEMB1 COMSTOCK CIRCLE HALLMARK DRIVE R 2 1,250 29 36,250 07/12/2024 17 Failed (30-0) 20-11ALOMAR ALOMAR WAY ALOMAR LADERA WAY EL VERANO WAY R 2 725 25 18,125 07/18/2024 16 Failed (30-0) 20-11SUNNYS SUNNYSLOPE AVENUE SUNN2A HARBOR BOULEVARD 1572 SUNNYSLOPE AVENUE R 2 600 20 12,000 08/07/2024 16 Failed (30-0) 20-11EASTL EAST LAUREL CREEK ROAD EAST1 SAN JUAN BOULEVARD 3114 EAST LAUREL CREEK ROAD / COP C 2 420 25 10,500 09/01/1989 SLURRY SEAL 07/15/2024 15 Failed (30-0) 20-11KING KING STREET KING SIXTH AVENUE SAN CARLOS CITY LIMIT / SOUTH END R 2 425 20 8,500 08/07/2024 14 Failed (30-0) 20-11LAUAV LAUREL AVENUE LAUAV CYPRESS AVENUE HILL STREET A 2 400 28 11,200 07/18/2024 14 Failed (30-0) 20-11STJA ST. JAMES ROAD ST1 COMSTOCK CIRCLE WALTHAM CROSS R 2 1,130 37 41,810 07/01/1986 SLURRY SEAL 07/12/2024 14 Failed (30-0) 20-11SHOREW SHOREWAY ROAD SHOR1 REDWOOD CITY LIMIT COP N/O SEM LANE R 2 1,015 36 36,540 09/01/1994 SLURRY SEAL 08/06/2024 12 Failed (30-0) 20-11BROADW BROADWAY BROA3 SUNNYSLOPE AVENUE PALOMA AVENUE R 2 300 22 6,600 08/07/2024 9 Failed (30-0) 10-0EST E STREET EST FIFTH AVENUE SIXTH AVENUE R 2 300 29 8,700 08/07/2024 9 Failed (30-0) 10-0RALSFR RALSTON FRONTAGE RD RAFR2 HILLER KEDITH ST R 2 675 36 24,300 07/19/2024 6 Failed (30-0) 10-0

368
Appendix A
Summarized System Information
369
CITY OF BELMONT Network Summary Statistics
Printed: 2/12/2025
Total Sections Total Center Miles Total Lane Miles Total Area (sq. ft.) PCI Arterial 77 12.73 24.41 2,013,560 70
Collector 56 9.89 19.93 1,452,262 76
Residential/Local 351 47.95 95.26 6,438,353 69
Total 484 70.57 139.60
Overall Network PCI as of 09/30/2024: 71
** Combined Sections are excluded from totals. These Sections do not have a PCI Date - they have not been inspected or had a Treatment applied.
9,904,175
Criteria: As of Date = 09/30/2024 1 MTC StreetSaver
370
Functional Class Surface Type Lane Miles Unit Cost/
Square Foot
Cost To Replace/ (in
thousands)
Pavement Area/
Square Feet
Arterial AC 7.9 $81.89 704,420 $57,683
AC/AC 16.5 $81.89 1,309,140 $107,201
Collector AC 12.2 $69.16 911,410 $63,036
AC/AC 7.2 $69.16 471,852 $32,635
PCC 0.5 $69.16 69,000 $4,772
Residential/Local AC 50.4 $55.07 3,543,490 $195,156
AC/AC 44.4 $55.07 2,862,463 $157,648
PCC 0.5 $55.07 32,400 $1,784
Network Replacement Cost
Printed: 02/05/2025

CITY OF BELMONT
Criteria: 1 MTC StreetSaver
Grand Total: 139.6 9,904,175 $619,915
371
Decision Tree: Default
Arterial AC I - Very Good Crack Treatment SEAL CRACKS $2.97 3 Surface Treatment LIGHT MAINTENANCE $12.38 7
Restoration Treatment DO NOTHING $0.00 2
II - Good, Non-Load Related HEAVY MAINTENANCE $39.19 7
III - Good, Load Related LIGHT REHABILITATION $126.80
IV - Poor HEAVY REHABILITATION $268.20
V - Very Poor RECONSTRUCT STRUCTURE (AC) $736.98
AC/AC I - Very Good Crack Treatment SEAL CRACKS $2.97 3 Surface Treatment LIGHT MAINTENANCE $12.38 7
Restoration Treatment DO NOTHING $0.00 2
II - Good, Non-Load Related HEAVY MAINTENANCE $39.19 7
III - Good, Load Related LIGHT REHABILITATION $126.80
IV - Poor HEAVY REHABILITATION $268.20
V - Very Poor RECONSTRUCT STRUCTURE (AC) $736.98
AC/PCC I - Very Good Crack Treatment DO NOTHING $0.00 5 Surface Treatment DO NOTHING $0.00 6
Restoration Treatment DO NOTHING $0.00 2
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
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
# of Surface
Seals before
Overlay
Functional
Class

CITY OF BELMONT
Printed: 2/12/2025
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
372
Decision Tree: Default
Arterial III - Good, Load Related DO NOTHING $0.00
IV - Poor DO NOTHING $0.00
V - Very Poor DO NOTHING $0.00
ST 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 DO NOTHING $0.00
IV - Poor DO NOTHING $0.00
V - Very Poor DO NOTHING $0.00
# of Surface
Seals before
Overlay
Functional
Class

CITY OF BELMONT
Printed: 2/12/2025
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: 2 MTC StreetSaver
Selected Treatment is not a Surface Seal
373
Decision Tree: Default
Collector AC I - Very Good Crack Treatment SEAL CRACKS $2.97 4 Surface Treatment LIGHT MAINTENANCE $9.90 7
Restoration Treatment DO NOTHING $0.00 3
II - Good, Non-Load Related HEAVY MAINTENANCE $37.66 7
III - Good, Load Related LIGHT REHABILITATION $122.96
IV - Poor HEAVY REHABILITATION $230.55
V - Very Poor RECONSTRUCT STRUCTURE (AC) $622.47
AC/AC I - Very Good Crack Treatment SEAL CRACKS $2.97 4 Surface Treatment LIGHT MAINTENANCE $9.90 7
Restoration Treatment DO NOTHING $0.00 3
II - Good, Non-Load Related HEAVY MAINTENANCE $37.66 7
III - Good, Load Related LIGHT REHABILITATION $122.96
IV - Poor HEAVY REHABILITATION $230.55
V - Very Poor RECONSTRUCT STRUCTURE (AC) $622.47
AC/PCC I - Very Good Crack Treatment DO NOTHING $0.00 4 Surface Treatment DO NOTHING $0.00 7
Restoration Treatment DO NOTHING $0.00 3
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
PCC I - Very Good Crack Treatment SEAL CRACKS $2.97 99
Surface Treatment DO NOTHING $0.00 15
Restoration Treatment DO NOTHING $0.00 99
II - Good, Non-Load Related DO NOTHING $0.00
# of Surface
Seals before
Overlay
Functional
Class

CITY OF BELMONT
Printed: 2/12/2025
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: 3 MTC StreetSaver
Selected Treatment is not a Surface Seal
374
Decision Tree: Default
Collector III - Good, Load Related DO NOTHING $0.00
IV - Poor HEAVY REHABILITATION $230.55
V - Very Poor RECONSTRUCT STRUCTURE (AC) $622.47
ST 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 DO NOTHING $0.00
IV - Poor DO NOTHING $0.00
V - Very Poor DO NOTHING $0.00
# of Surface
Seals before
Overlay
Functional
Class

CITY OF BELMONT
Printed: 2/12/2025
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: 4 MTC StreetSaver
Selected Treatment is not a Surface Seal
375
Decision Tree: Default
Residential/Local AC I - Very Good Crack Treatment SEAL CRACKS $2.97 4 Surface Treatment LIGHT MAINTENANCE $9.41 8
Restoration Treatment DO NOTHING $0.00 3
II - Good, Non-Load Related HEAVY MAINTENANCE $33.04 8
III - Good, Load Related LIGHT REHABILITATION $113.74
IV - Poor HEAVY REHABILITATION $181.36
V - Very Poor RECONSTRUCT STRUCTURE (AC) $495.67
AC/AC I - Very Good Crack Treatment SEAL CRACKS $2.97 4 Surface Treatment LIGHT MAINTENANCE $9.41 8
Restoration Treatment DO NOTHING $0.00 3
II - Good, Non-Load Related HEAVY MAINTENANCE $33.04 8
III - Good, Load Related LIGHT REHABILITATION $113.74
IV - Poor HEAVY REHABILITATION $181.36
V - Very Poor RECONSTRUCT STRUCTURE (AC) $495.67
AC/PCC I - Very Good Crack Treatment DO NOTHING $0.00 4 Surface Treatment DO NOTHING $0.00 8
Restoration Treatment DO NOTHING $0.00 3
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
PCC I - Very Good Crack Treatment SEAL CRACKS $2.97 99
Surface Treatment DO NOTHING $0.00 15
Restoration Treatment DO NOTHING $0.00 99
II - Good, Non-Load Related DO NOTHING $0.00
# of Surface
Seals before
Overlay
Functional
Class

CITY OF BELMONT
Printed: 2/12/2025
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: 5 MTC StreetSaver
Selected Treatment is not a Surface Seal
376
Decision Tree: Default
Residential/Local III - Good, Load Related DO NOTHING $0.00 IV - Poor HEAVY REHABILITATION $181.36
V - Very Poor RECONSTRUCT STRUCTURE (AC) $495.67
ST 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 DO NOTHING $0.00
IV - Poor DO NOTHING $0.00
V - Very Poor DO NOTHING $0.00
# of Surface
Seals before
Overlay
Functional
Class

CITY OF BELMONT
Printed: 2/12/2025
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: 6 MTC StreetSaver
Selected Treatment is not a Surface Seal
377
Decision Tree: Default
Other AC I - Very Good Crack Treatment SEAL CRACKS $2.97 4 Surface Treatment LIGHT MAINTENANCE $9.41 8
Restoration Treatment LIGHT REHABILITATION $113.74 3
II - Good, Non-Load Related HEAVY MAINTENANCE $33.04
III - Good, Load Related LIGHT REHABILITATION $113.74
IV - Poor HEAVY REHABILITATION $181.36
V - Very Poor RECONSTRUCT STRUCTURE (AC) $495.67
AC/AC I - Very Good Crack Treatment SEAL CRACKS $2.97 4 Surface Treatment LIGHT MAINTENANCE $9.41 8
Restoration Treatment LIGHT REHABILITATION $113.74 3
II - Good, Non-Load Related HEAVY MAINTENANCE $33.04
III - Good, Load Related LIGHT REHABILITATION $113.74
IV - Poor HEAVY REHABILITATION $181.36
V - Very Poor RECONSTRUCT STRUCTURE (AC) $495.67
AC/PCC I - Very Good Crack Treatment SEAL CRACKS $2.97 4 Surface Treatment LIGHT MAINTENANCE $9.41 8
Restoration Treatment LIGHT REHABILITATION $113.74 3
II - Good, Non-Load Related HEAVY MAINTENANCE $33.04
III - Good, Load Related LIGHT REHABILITATION $113.74
IV - Poor HEAVY REHABILITATION $181.36
V - Very Poor RECONSTRUCT STRUCTURE (AC) $495.67
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
# of Surface
Seals before
Overlay
Functional
Class

CITY OF BELMONT
Printed: 2/12/2025
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: 7 MTC StreetSaver
Selected Treatment is not a Surface Seal
378
Decision Tree: Default
Other III - Good, Load Related DO NOTHING $0.00
IV - Poor HEAVY REHABILITATION $181.36
V - Very Poor RECONSTRUCT STRUCTURE (AC) $495.67
ST 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 DO NOTHING $0.00
IV - Poor DO NOTHING $0.00
V - Very Poor RECONSTRUCT STRUCTURE (AC) $495.67
# of Surface
Seals before
Overlay
Functional
Class

CITY OF BELMONT
Printed: 2/12/2025
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: 8 MTC StreetSaver
Selected Treatment is not a Surface Seal
379
Appendix B
Budget Scenarios
380
Needs Analysis
&
Zero Budget
($85.6 Million over 5 Years)
• Projected PCI/Cost Summary
381
Year PM Cost Rehab Cost Cost
2025
PCI Treated PCI Untreated
88 70 $1,280,390 $76,302,742 $77,583,132
2026 86 69 $687,073 $2,322,135 $3,009,208
2027 84 67 $147,617 $121,577 $269,195
2028 83 64 $550,751 $708,364 $1,259,115
2029 84 62 $2,862,470 $638,220 $3,500,690
Total Cost
$85,621,339
PM Total Cost
$5,528,302
% PM

6.46% $80,093,038
Rehab Total Cost
Needs - Projected PCI/Cost
Summary
Printed: 2/12/2025

CITY OF BELMONT
Interest: 0.00% Inflation: 0.00%
Criteria: 1 MTC StreetSaver382
Increase PCI by 5
($53.1 Million over 5 Years)
• Pavement Network Condition Lane Miles
• Network Condition Summary
• Cost Summary
383

CITY OF BELMONT
Interest: 0.00%
Target-Driven Scenarios
Pavement Network Condition Lane Miles
Inflation: 0.00% Printed: 2/12/2025
Scenario: Increase by 5 (71-76)
Year Arterial
Annual budget needs to meet target objectives
Collector Res/Loc Other Total
Preventative
Maintenance
Objective: Minimum Network Average PCI Target: OVERALL By Year Year Value Year Value Year Value Year Value
Year 1 72 Year 2 73 Year 3 74 Year 4 75
Year 5 76
2025 $1,022,368 $248,598 $736,411 $0 $1,280,390 $2,007,377 2026 $3,559,740 $584,308 $5,496,124 $0 $687,073 $9,640,172 2027 $5,905,598 $1,371,695 $8,970,265 $0 $147,617 $16,247,559 2028 $3,532,703 $747,604 $13,215,837 $0 $548,563 $17,496,144 2029 $3,612,395 $549,197 $3,563,341 $0 $2,855,215 $7,724,933 Scenarios Criteria: 1 MTC StreetSaver
Pavement Network prior to treatments in lane miles.

Pavement Network after schedulable treatments applied in lane miles.

Grand Total: $53,116,185
Average Yearly Total: $10,623,237
PCI
Percentage of the
Network in Very
Good Condition
Percentage of the
Network in Poor or
Very Poor Condition
Remaining
Functional Class Life
Arterial 70 10.9% 2.6% 16
Collector 75 10.7% 2.0% 19
Residential 70 47.2% 14.1% 25
2025
PCI
Percentage of the
Network in Very
Good Condition
Percentage of the
Network in Poor or
Very Poor Condition
Remaining
Functional Class Life
Arterial 72 56.1% 12.9% 17
Collector 76 73.2% 13.9% 20
Residential 71 72.6% 21.7% 26
2026
PCI
Percentage of the
Network in Very
Good Condition
Percentage of the
Network in Poor or
Very Poor Condition
Remaining
Functional Class Life
Arterial 73 62.2% 16.7% 18
Collector 75 71.8% 16.2% 19
Residential 72 77.3% 20.1% 27
384
Pavement Network after schedulable treatments applied in lane miles.

Scenarios Criteria: 2 MTC StreetSaver
2027
PCI
Percentage of the
Network in Very
Good Condition
Percentage of the
Network in Poor or
Very Poor Condition
Remaining
Functional Class Life
Arterial 76 63.4% 9.8% 19
Collector 75 81.4% 13.9% 20
Residential 73 81.9% 16.7% 27
2028
PCI
Percentage of the
Network in Very
Good Condition
Percentage of the
Network in Poor or
Very Poor Condition
Remaining
Functional Class Life
Arterial 76 69.2% 9.8% 20
Collector 74 82.2% 13.9% 20
Residential 75 85.3% 13.2% 28
2029
PCI
Percentage of the
Network in Very
Good Condition
Percentage of the
Network in Poor or
Very Poor Condition
Remaining
Functional Class Life
Arterial 77 74.0% 9.8% 21
Collector 74 80.3% 13.9% 20
Residential 76 86.3% 13.1% 29
385
CITY OF BELMONT Target-Driven Scenarios
Network Condition Summary
Interest: 0.00% Inflation: 0.00% Printed: 2/12/2025
Scenario: Increase by 5 (71-76)
Projected Network Average PCI by Year
With Selected Treatment Treated Centerline
Miles
Treated Lane
Miles
Year Never Treated
Objective: Minimum Network Average PCI Target: OVERALL By Year Year Value Year Value Year Value Year Value
Year 1 72 Year 2 73 Year 3 74 Year 4 75
Year 5 76
2025 71 72 27.24 54.26
2026 69 73 12.14 24.16
2027 67 74 8.30 15.03
2028 64 75 11.99 23.85
2029 62 76 27.69 55.39
Percent Network Area by Functional Class and Condition Class Condition in base year 2025, prior to applying treatments.

Condition Class Arterial Collector Res/Loc Other Total
I 10.9% 10.7% 47.2% 0.0% 68.8%
II / III 6.8% 1.9% 3.7% 0.0% 12.4%
IV 2.5% 1.6% 7.7% 0.0% 11.8%
V 0.1% 0.4% 6.4% 0.0% 7.0%
Total 20.3% 14.7% 65.0% 0.0% 100.0%
Condition in year 2025 after schedulable treatments applied.

Condition Class Arterial Collector Res/Loc Other Total
I 11.4% 10.7% 47.2% 0.0% 69.3%
II / III 6.3% 1.9% 3.7% 0.0% 11.9%
IV 2.5% 1.6% 7.7% 0.0% 11.8%
V 0.1% 0.4% 6.4% 0.0% 7.0%
Total 20.3% 14.7% 65.0% 0.0% 100.0%
Condition in year 2029 after schedulable treatments applied.

Condition Class Arterial Collector Res/Loc Other Total
I 15.0% 11.8% 56.1% 0.0% 82.9%
II / III 3.3% 0.9% 0.4% 0.0% 4.6%
IV 1.1% 0.0% 2.6% 0.0% 3.7%
V 0.9% 2.0% 5.9% 0.0% 8.9%
Total 20.3% 14.7% 65.0% 0.0% 100.0%
Scenarios Criteria: 1 MTC StreetSaver
386
CITY OF BELMONT Target-Driven Scenarios - Cost Summary
Interest: 0.00% Inflation: 0.00% Printed: 2/12/2025
Scenario: Increase by 5 (71-76)
Objective: Minimum Network Average PCI Target: OVERALL By Year Year Value Year Value Year Value Year Value
Year 1 72 Year 2 73 Year 3 74 Year 4 75
Year 5 76
2025 $0
$726,987
$0
$1,280,390
$0
$0
II
III
IV
V
NonProject
Project
Project
Total $726,987
$0
$2,007,377 $75,575,756
2026 $725,310
$5,481,898
$2,745,891
$687,073
$0
$0
II
III
IV
V
NonProject
Project
Project
Total $8,953,099
$0
$9,640,172 $76,099,874
2027 $710,225
$0
$10,000,131
$147,617
$0
$0
II
III
IV
V
NonProject
Project
Project
Total $16,099,941
$5,389,585
$16,247,558 $64,811,677
2028 $0
$0
$4,771,999
$548,563
$0
$0
II
III
IV
V
NonProject
Project
Project
Total $16,947,581
$12,175,583
$17,496,144 $58,296,252
2029 $72,020
$0
$4,219,416
$2,855,215
$0
$0
II
III
IV
V
NonProject
Project
Project
Total $4,869,717
$578,282
$7,724,932 $62,577,422
Functional Class Rehabilitation Prev. Maint.

Summary
Arterial $16,965,825 $666,979
Collector $2,623,686 $877,717
Residential/Local $28,007,816 $3,974,164
Total: $47,597,327 $5,518,860 Grand Total: $53,116,187
Year Rehabilitation Preventive Maintenance Total Cost Deferred Criteria:

Scenarios Criteria: 1 MTC StreetSaver
387
Maintain PCI
($24.3 Million over 5 Years)
• Pavement Network Condition Lane Miles
• Network Condition Summary
• Cost Summary
388

CITY OF BELMONT
Interest: 0.00%
Target-Driven Scenarios
Pavement Network Condition Lane Miles
Inflation: 0.00% Printed: 2/12/2025
Scenario: Maintain 71
Year Arterial
Annual budget needs to meet target objectives
Collector Res/Loc Other Total
Preventative
Maintenance
Objective: Minimum Network Average PCI Target: OVERALL 71 2025 $214 $1,085 $20,451 $0 $21,750 $21,750
2026 $1,145,431 $298,995 $2,527,256 $0 $1,945,295 $3,971,682 2027 $2,763,397 $68,805 $4,866,768 $0 $147,617 $7,698,969 2028 $6,517,126 $655,384 $2,652,192 $0 $547,771 $9,824,703 2029 $331,404 $268,895 $2,161,043 $0 $2,761,342 $2,761,342 Scenarios Criteria: 1 MTC StreetSaver
Pavement Network prior to treatments in lane miles.

Pavement Network after schedulable treatments applied in lane miles.

Grand Total: $24,278,447
Average Yearly Total: $4,855,689
PCI
Percentage of the
Network in Very
Good Condition
Percentage of the
Network in Poor or
Very Poor Condition
Remaining
Functional Class Life
Arterial 70 10.9% 2.6% 16
Collector 75 10.7% 2.0% 19
Residential 70 47.2% 14.1% 25
2025
PCI
Percentage of the
Network in Very
Good Condition
Percentage of the
Network in Poor or
Very Poor Condition
Remaining
Functional Class Life
Arterial 70 53.5% 12.9% 16
Collector 75 73.2% 13.9% 19
Residential 70 72.6% 21.7% 25
2026
PCI
Percentage of the
Network in Very
Good Condition
Percentage of the
Network in Poor or
Very Poor Condition
Remaining
Functional Class Life
Arterial 69 49.0% 16.7% 16
Collector 74 69.1% 16.2% 19
Residential 71 72.3% 22.2% 26
389
Pavement Network after schedulable treatments applied in lane miles.

Scenarios Criteria: 2 MTC StreetSaver
2027
PCI
Percentage of the
Network in Very
Good Condition
Percentage of the
Network in Poor or
Very Poor Condition
Remaining
Functional Class Life
Arterial 70 51.1% 19.5% 17
Collector 72 69.1% 16.2% 18
Residential 71 77.6% 19.8% 26
2028
PCI
Percentage of the
Network in Very
Good Condition
Percentage of the
Network in Poor or
Very Poor Condition
Remaining
Functional Class Life
Arterial 73 61.9% 14.5% 18
Collector 71 70.2% 16.4% 18
Residential 71 79.8% 18.7% 26
2029
PCI
Percentage of the
Network in Very
Good Condition
Percentage of the
Network in Poor or
Very Poor Condition
Remaining
Functional Class Life
Arterial 71 61.2% 20.0% 18
Collector 70 70.2% 17.2% 18
Residential 71 79.8% 19.5% 27
390
CITY OF BELMONT Target-Driven Scenarios
Network Condition Summary
Interest: 0.00% Inflation: 0.00% Printed: 2/12/2025
Scenario: Maintain 71
Projected Network Average PCI by Year
With Selected Treatment Treated Centerline
Miles
Treated Lane
Miles
Year Never Treated
Objective: Minimum Network Average PCI Target: OVERALL 71 2025 71 71 18.30 36.60
2026 69 71 16.46 32.69
2027 67 71 7.60 13.56
2028 64 71 10.93 21.86
2029 62 71 19.36 38.76
Percent Network Area by Functional Class and Condition Class Condition in base year 2025, prior to applying treatments.

Condition Class Arterial Collector Res/Loc Other Total
I 10.9% 10.7% 47.2% 0.0% 68.8%
II / III 6.8% 1.9% 3.7% 0.0% 12.4%
IV 2.5% 1.6% 7.7% 0.0% 11.8%
V 0.1% 0.4% 6.4% 0.0% 7.0%
Total 20.3% 14.7% 65.0% 0.0% 100.0%
Condition in year 2025 after schedulable treatments applied.

Condition Class Arterial Collector Res/Loc Other Total
I 10.9% 10.7% 47.2% 0.0% 68.8%
II / III 6.8% 1.9% 3.7% 0.0% 12.4%
IV 2.5% 1.6% 7.7% 0.0% 11.8%
V 0.1% 0.4% 6.4% 0.0% 7.0%
Total 20.3% 14.7% 65.0% 0.0% 100.0%
Condition in year 2029 after schedulable treatments applied.

Condition Class Arterial Collector Res/Loc Other Total
I 12.4% 10.3% 51.8% 0.0% 74.6%
II / III 3.8% 1.8% 0.5% 0.0% 6.2%
IV 3.1% 0.5% 3.4% 0.0% 7.1%
V 0.9% 2.0% 9.2% 0.0% 12.2%
Total 20.3% 14.7% 65.0% 0.0% 100.0%
Scenarios Criteria: 1 MTC StreetSaver
391
CITY OF BELMONT Target-Driven Scenarios - Cost Summary
Interest: 0.00% Inflation: 0.00% Printed: 2/12/2025
Scenario: Maintain 71
Objective: Minimum Network Average PCI Target: OVERALL 71 2025 $0
$0
$0
$21,750
$0
$0
II
III
IV
V
NonProject
Project
Project
Total $0
$0
$21,750 $77,561,382
2026 $0
$2,026,387
$0
$1,945,295
$0
$0
II
III
IV
V
NonProject
Project
Project
Total $2,026,387
$0
$3,971,682 $83,753,573
2027 $729,044
$2,922,685
$3,899,623
$147,617
$0
$0
II
III
IV
V
NonProject
Project
Project
Total $7,551,352
$0
$7,698,969 $81,013,965
2028 $201,360
$0
$9,075,571
$547,771
$0
$0
II
III
IV
V
NonProject
Project
Project
Total $9,276,932
$0
$9,824,703 $82,169,190
2029 $0
$0
$0
$2,761,342
$0
$0
II
III
IV
V
NonProject
Project
Project
Total $0
$0
$2,761,342 $91,610,955
Functional Class Rehabilitation Prev. Maint.

Summary
Arterial $10,091,396 $666,177
Collector $430,360 $862,803
Residential/Local $8,332,915 $3,894,796
Total: $18,854,671 $5,423,776 Grand Total: $24,278,447
Year Rehabilitation Preventive Maintenance Total Cost Deferred Criteria:

Scenarios Criteria: 1 MTC StreetSaver
392
Current Funding
($10 Million over 5 Years)
• Network Condition Summary
• Cost Summary
• Sections Selected for Treatment
• GIS Maps of Treatments by year
393
Year Budget PM Year Budget PM Year Budget PM
2025 $2,000,000 10%
2026 $2,000,000 10%
2027 $2,000,000 10%
2028 $2,000,000 10%
2029 $2,000,000 10%
Projected Network Average PCI by Year
With Selected Treatment Treated Centerline
Miles
Treated Lane
Miles
Year Never Treated
2025 70 72 21.47 42.94
2026 69 70 4.80 9.48
2027 67 69 5.76 9.73
2028 64 67 7.37 14.73
2029 62 66 5.14 10.28
Percent Network Area by Functional Class and Condition Category Condition
Condition in base year 2025, prior to applying treatments.

Arterial Collector Res/Loc Other Total
I 10.9% 10.7% 47.2% 0.0% 68.8%
II / III 6.8% 1.9% 3.7% 0.0% 12.4%
IV 2.5% 1.6% 7.7% 0.0% 11.8%
V 0.1% 0.4% 6.4% 0.0% 7.0%
Total 20.3% 14.7% 65.0% 0.0% 100.0%
Condition
Condition in year 2025 after schedulable treatments applied.

Arterial Collector Res/Loc Other Total
I 11.5% 10.7% 47.9% 0.0% 70.2%
II / III 6.2% 1.9% 3.0% 0.0% 11.1%
IV 2.5% 1.6% 7.7% 0.0% 11.8%
V 0.1% 0.4% 6.4% 0.0% 7.0%
Total 20.3% 14.7% 65.0% 0.0% 100.0%
Condition
Condition in year 2029 after schedulable treatments applied.

Arterial Collector Res/Loc Other Total
I 10.4% 10.1% 49.5% 0.0% 70.1%
II / III 3.6% 1.8% 0.6% 0.0% 6.1%
IV 5.3% 0.6% 5.7% 0.0% 11.7%
V 0.9% 2.0% 9.2% 0.0% 12.2%
Total 20.3% 14.7% 65.0% 0.0% 100.0%
Scenarios - Network Condition Summary
Printed: 2/12/2025

CITY OF BELMONT
Scenario: PTAP 25 Current Funding $2M/yr
Interest: 0.00% Inflation: 0.00%
1 MTC StreetSaver
Scenarios Criteria: 394
CITY OF BELMONT Scenarios - Cost Summary
Interest: 0.00% Inflation: 0.00% Printed: 2/12/2025
Scenario: PTAP 25 Current Funding $2M/yr
2025 $2,000,000
$1,778,391
$17,621
$1,760,769
$0
$0
$220,165 $0 $75,584,576 $0
$100,071
10%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2026 $2,000,000
$1,796,504
$237,949
$1,558,555
$0
$0
$203,347 $0 $83,749,017 $0
$3,438
10%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2027 $2,000,000
$1,790,437
$567,295
$1,223,142
$0
$0
$209,341 $0 $86,708,600 $0
$0
10%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2028 $2,000,000
$1,799,997
$253,037
$1,546,960
$0
$0
$199,989 $11 $95,759,120 $0
$1,348
10%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2029 $2,000,000
$1,783,594
$598,709
$0
$1,184,885
$0
$213,561 $0 $105,805,123 $0
$1,037
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 $4,895,848 $44,042 $0 $17,592
Collector $32,513 $209,349 $0 $10,669
Residential/Local $4,020,562 $793,009 $0 $77,633
Grand Total: $8,948,923 $1,046,400 $0 $105,894
Year PM Budget Rehabilitation Surplus PM Deferred Stop Gap Preventative
Maintenance
Criteria:

Scenarios Criteria:
1 MTC StreetSaver395
Year Budget PM Year Budget PM Year Budget PM
2025 $2,000,000 10%
2026 $2,000,000 10%
2027 $2,000,000 10%
2028 $2,000,000 10%
2029 $2,000,000 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
2025

ARTHUR AVENUE ALAMEDA DE LAS G
PULGAS

CORONET

BOULEVARD
ARTHUR ARTHUR R AC $252,756 7,771 LIGHT

REHABILITATION
1,000 20 20,000 57 57 100

RALSTON AVENUE, EB CHRISTIAN DRIVE HALLMARK J
DRIVE
RALSE EB RALS010 A AC $726,987 7,346 LIGHT

REHABILITATION
2,150 24 51,600 62 63 100
RALSTON AVENUE, WB SIXTH AVENUE TWIN PINES LN RALSE WB RALS070 A AC D $160,613 7,329 LIGHT

REHABILITATION
300 38 11,400 62 62 100

SKYMONT DRIVE MARSTEN H
AVENUE
DEAD END SKYDR SKYDR R AC $511,830 7,487 LIGHT

REHABILITATION
1,350 30 40,500 57 57 100

TALBRYN DRIVE ARON COURT BUCKLAND E
AVENUE
TALBRY TALB2 R AC $108,584 7,276 LIGHT

REHABILITATION
358 24 8,592 59 59 100
Treatment Total $1,760,769

SKYMONT COURT SKYMONT DRIVE END OF CUL DE H
SAC
SKYCT SKYCT 150 32 4,800 R AC 59 59 70 $17,621 5,620 HEAVY MAINTENANCE Treatment Total $17,621

HILLER STREET RALSTON AVENUE RALSTON B

FRONTAGE RD
HER HER4 100 46 4,600 R AC/AC 76 77 85 $4,810 34,391 LIGHT MAINTENANCE

LYON AVENUE ALAMEDA DE LAS G
PULGAS

CORONET

BOULEVARD
LYON LYON2 1,125 21 23,625 R AC/AC 80 81 88 $24,701 34,270 LIGHT MAINTENANCE

NORTH ROAD ROSS STREET NOTRE DAME D
AVENUE
NORTH NORT5B 970 21 20,370 R AC/AC 79 80 87 $21,298 42,670 LIGHT MAINTENANCE ONEILL AVE 100' WEST OF E

FIFTH AVE
SIXTH AVE (W) ONEIL ONE020 170 34 5,780 R AC/AC 85 85 91 $6,043 39,703 LIGHT MAINTENANCE

ONEILL AVE ELMER STREET FURLONG B
STREET
ONEIL ONE210 260 33 8,580 R AC 86 87 93 $8,971 33,168 LIGHT MAINTENANCE

ONEILL AVE FURLONG B
STREET

GRANADA
STREET
ONEIL ONE220 233 33 7,689 R AC/AC 84 85 91 $8,039 35,906 LIGHT MAINTENANCE ONEILL AVE JUDSON STREET KEDITH STREET ONEIL ONE260 235 33 7,755 R AC/AC B 89 89 94 $8,108 34,365 LIGHT MAINTENANCE

READ AVENUE PONCE AVENUE END OF CUL DE G
SAC
READ READ3 650 20 13,000 R AC/AC 83 83 90 $13,592 41,961 LIGHT MAINTENANCE

SHOREWAY ROAD COP N/O SEM A
LANE

SAN CARLOS

CITY LIMIT
SHOREW SHOR2 2,710 31 84,010 R AC/AC 84 84 91 $87,837 40,189 LIGHT MAINTENANCE

WESSEX WAY HILLER STREET GRANADA C
STREET
WESSEX WESS2 400 32 12,800 R AC/AC 85 85 91 $13,383 33,670 LIGHT MAINTENANCE Treatment Total $196,783
Year 2025 Area Total 325,101 Year 2025 Total $1,975,174 Interest: 0.00%
CITY OF BELMONT Scenarios - Sections Selected for Treatment Inflation: 0.00% Printed: 2/12/2025
Scenario: PTAP 25 Current Funding $2M/yr
Scenarios Criteria:
** - Treatment from Project Selection
Criteria: Treatment <> SEAL CRACKS
1 MTC StreetSaver
396
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

ENGLISH CT HARBOR E

BOULEVARD
WEST END ENGLISH ENGL1 R AC $89,374 7,484 LIGHT

REHABILITATION
221 32 7,072 60 58 100

FLASHNER LANE EL CAMINO REAL RALSTON D
AVENUE
FLASHN FLASHN R AC $72,035 7,351 LIGHT

REHABILITATION
300 19 5,700 60 59 100

NORTH ROAD EL CAMINO REAL MALCOLM D
AVENUE
NORTH NORT1A R AC $185,649 6,987 LIGHT

REHABILITATION
565 26 14,690 63 62 100

NORTH ROAD MALCOLM D
AVENUE

BERESFORD
STREET
NORTH NORT1B R AC $208,650 7,298 LIGHT

REHABILITATION
635 26 16,510 62 60 100

OLD COUNTY ROAD MASONIC WAY RALSTON C
AVENUE
OLD OLD4 A AC/AC $152,583 6,939 LIGHT

REHABILITATION
285 38 10,830 65 63 100
RALSTON AVENUE, EB TWIN PINES LN SIXTH AVENUE RALSE EB RALS130 A AC E $135,253 7,426 LIGHT

REHABILITATION
300 32 9,600 64 61 100

RALSTON AVENUE, WB PULLMAN AVENUE CIPRIANI G

BOULEVARD
RALSE WB RALS150 A AC/AC $715,011 7,342 LIGHT

REHABILITATION
2,030 25 50,750 63 61 100
Treatment Total $1,558,555

HARBOR BOULEVARD OLD COUNTY RD EL CAMINO B
REAL
HARBOR 130910 215 54 11,610 R AC 65 64 74 $42,622 6,253 HEAVY MAINTENANCE ISLAND PARKWAY (SB) END 2ND PCC RALSTON A
AVENUE
ISLAND ISLAND10 210 37 7,770 C AC 67 64 74 $32,513 3,832 HEAVY MAINTENANCE

SOUTHVIEW COURT SOUTH ROAD END OF CUL DE D
SAC
SOUTHV SOUTHV 450 27 12,150 R AC/AC 62 61 71 $44,604 6,436 HEAVY MAINTENANCE

VILLA AVENUE ACADEMY F
AVENUE
BELBURN DRIVE VILLA VILLA1 1,150 28 32,200 R AC/AC 66 65 75 $118,210 6,872 HEAVY MAINTENANCE Treatment Total $237,949

CAMBRIDGE STREET HILLER STREET MARINE VIEW C
AVENUE
CAMBRI CAMBRI 1,500 32 48,000 R AC 73 72 81 $50,187 30,551 LIGHT MAINTENANCE

CIPRIANI BOULEVARD PONCE AVENUE RALSTON G
AVENUE
CIPRIA CIPR3 896 22 19,712 C AC/AC 73 72 81 $21,683 29,639 LIGHT MAINTENANCE

CIPRIANI BOULEVARD RALSTON AVENUE CONTINENTALS K
WAY
CIPRIA CIPR4 150 58 8,700 R AC 72 71 80 $9,096 30,999 LIGHT MAINTENANCE CIVIC LANE O'NEILL AVENUE BROADWAY CIVIC CIVIC 500 18 9,000 R AC E 91 90 95 $9,410 30,252 LIGHT MAINTENANCE CORONET BOULEVARD LYON AVENUE CASA BONA AVE CORONE CORO2A 855 20 17,100 R AC/AC G 77 78 86 $17,879 29,475 LIGHT MAINTENANCE GRANADA STREET RALSTON AVE MASONIC WAY GRANAD GRAN1A 155 16 2,480 R AC/AC C 85 84 91 $2,593 20,022 LIGHT MAINTENANCE

HILLER STREET RALSTON B

FRONTAGE RD
O'NEILL AVENUE HER HER5 830 28 23,240 R AC/AC 81 82 90 $24,299 39,018 LIGHT MAINTENANCE

MERRY MOPPET LANE LYALL WAY CARLMONT K
DRIVE
MERRY MERR010 675 17 11,475 R AC/AC 86 85 91 $11,998 32,785 LIGHT MAINTENANCE

MONTE CRESTA DRIVE BARCLAY WAY MONTE CRESTA G
COURT
MONTE MONT2 225 20 4,500 R AC/AC 71 70 79 $4,705 29,616 LIGHT MAINTENANCE

ONEILL AVE GRANADA B
STREET
HILLER STREET ONEIL ONE230 238 33 7,854 R AC/AC 84 83 90 $8,212 30,383 LIGHT MAINTENANCE ONEILL AVE HILLER STREET IRWIN STREET ONEIL ONE240 238 33 4,046 R AC/AC B 89 88 94 $4,230 33,364 LIGHT MAINTENANCE ONEILL AVE KEDITH STREET DAIRY LANE ONEIL ONE270 154 33 5,082 R AC/AC B 88 88 94 $5,314 31,224 LIGHT MAINTENANCE Interest: 0.00%
CITY OF BELMONT Scenarios - Sections Selected for Treatment Inflation: 0.00% Printed: 2/12/2025
Scenario: PTAP 25 Current Funding $2M/yr
Scenarios Criteria:
** - Treatment from Project Selection
Criteria: Treatment <> SEAL CRACKS
2 MTC StreetSaver
397
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
OXFORD CT (NORTH) OXFORD WAY NORTH END OXFCTN OXFN1 209 26 5,434 R AC C 76 75 84 $5,682 32,293 LIGHT MAINTENANCE

RALSTON AVENUE, EB OLD COUNTY B
ROAD
ELMER STREET RALSE EB RALS160 400 37 16,000 A AC/AC 80 79 87 $22,009 33,132 LIGHT MAINTENANCE

SOHO CIRCLE HALLMARK DRIVE END OF CUL DE J
SAC
SOHO SOHO 120 30 3,600 R AC 77 78 86 $3,764 30,016 LIGHT MAINTENANCE Treatment Total $201,060
Year 2026 Area Total 365,105 Year 2026 Total $1,997,564 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

ALAMEDA DE LAS F
PULGAS

NOTRE DAME
AVENUE
MEZES AVENUE ALAMED ALAM4A A AC/AC $187,382 6,770 LIGHT

REHABILITATION
700 19 13,300 69 65 100

ALAMEDA DE LAS F
PULGAS
MEZES AVENUE ARBOR DRIVE ALAMED ALAM4B A AC/AC $139,480 6,563 LIGHT

REHABILITATION
450 22 9,900 69 66 100

ALL VIEW WAY SEQUOIA AVENUE END OF CUL DE G
SAC
ALLVI ALL2 R AC $194,622 7,025 LIGHT

REHABILITATION
550 28 15,400 64 61 100

RALSTON AVENUE, WB CIPRIANI G

BOULEVARD
DAVIS DRIVE RALSE WB RALS160 A AC/AC $542,422 7,228 LIGHT

REHABILITATION
1,540 25 38,500 65 61 100
SEQUOIA AVENUE BARCLAY WAY ALL VIEW WAY SEQUOI SEQU1 R AC/AC G $159,236 6,707 LIGHT

REHABILITATION
600 21 12,600 65 62 100
Treatment Total $1,223,142

ADELAIDE WAY CHRISTIAN DRIVE H
(N)

CHRISTIAN

DRIVE (S)
ADELAI ADELAI 1,600 30 48,000 R AC 63 60 71 $176,213 6,369 HEAVY MAINTENANCE

MONTE CRESTA DRIVE END S/O SEQUOIA G
WAY
HASKINS DRIVE MONTE MONT4 650 21 13,650 R AC/AC 67 64 74 $50,111 6,625 HEAVY MAINTENANCE

NORTH ROAD IRENE COURT D
(CENTER @

MEDIAN)
RUTH AVENUE NORTH NORT3 155 33 5,115 R AC 67 64 74 $18,778 6,152 HEAVY MAINTENANCE

RALSTON AVENUE, EB ELMER STREET GRANADA B
STREET
RALSE EB RALS170 500 35 17,500 A AC/AC 69 65 75 $76,203 5,645 HEAVY MAINTENANCE

RALSTON AVENUE, WB ELMER STREET OLD COUNTY C
ROAD
RALSE WB RALS040 400 37 14,800 A AC/AC 66 62 72 $64,446 5,454 HEAVY MAINTENANCE

RALSTON AVENUE, WB OLD COUNTY C
ROAD

EL CAMINO
REAL
RALSE WB RALS050 275 44 12,100 A AC/AC 72 68 78 $52,689 6,121 HEAVY MAINTENANCE RINCONADA CIRCLE ST. JAMES ROAD END OF TURN A I
ROUND
RINCON RINCON 800 29 23,200 R AC 65 62 72 $85,170 6,075 HEAVY MAINTENANCE

SHIRLEY ROAD FOREST AVENUE FOREST G
AVENUE
SHIRLE SHIRLE 700 17 11,900 R AC 64 60 71 $43,686 5,171 HEAVY MAINTENANCE Treatment Total $567,295
Interest: 0.00%
CITY OF BELMONT Scenarios - Sections Selected for Treatment Inflation: 0.00% Printed: 2/12/2025
Scenario: PTAP 25 Current Funding $2M/yr
Scenarios Criteria:
** - Treatment from Project Selection
Criteria: Treatment <> SEAL CRACKS
3 MTC StreetSaver
398
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

BELBURN DRIVE NOTRE DAME F
AVENUE

ACADEMY
AVENUE
BELBUR BELB1 1,500 27 40,500 R AC/AC 80 80 87 $42,345 28,294 LIGHT MAINTENANCE

BELBURN DRIVE ACADEMY F
AVENUE
VILLA AVENUE BELBUR BELB2 300 27 8,100 R AC/AC 84 82 90 $8,469 29,371 LIGHT MAINTENANCE

DEBBIE LANE SOUTH ROAD END OF CUL DE D
SAC
DEBBIE DEBBIE 220 26 5,720 R AC/AC 72 70 79 $5,981 28,205 LIGHT MAINTENANCE

DE KOVEN AVENUE LINCOLN AVENUE MONSERAT G
AVENUE
DEKOV DEKOV1 1,080 20 21,600 R AC/AC 73 73 82 $22,584 28,270 LIGHT MAINTENANCE ELMER STREET O NEILL AV KAREN RD ELMER ELMER2 360 38 13,680 C AC B 90 88 94 $15,048 28,305 LIGHT MAINTENANCE

HALLMARK DRIVE NB START OF MEDIAN J
(NB)

END OF MEDIAN
(NB)
HALLMA NB HALL020N 760 19 14,440 A AC/AC 89 87 93 $19,863 28,483 LIGHT MAINTENANCE KEDITH STREET RALSTON AVENUE O'NEILL AVENUE KEDITH KEDITH 830 27 22,410 R AC/AC B 74 74 83 $23,431 28,386 LIGHT MAINTENANCE

ONEILL AVE IRWIN STREET JUDSON B
STREET
ONEIL ONE250 237 33 7,821 R AC/AC 88 87 93 $8,177 29,767 LIGHT MAINTENANCE OXFORD CT (SOUTH) OXFORD WAY SOUTH END OXFCTS OXFS1 138 25 3,450 R AC C 74 71 80 $3,607 20,449 LIGHT MAINTENANCE PONCE AVENUE PRINDLE ROAD READ AVENUE PONCE PONC1 1,450 17 24,650 R AC/AC G 91 89 95 $25,773 32,072 LIGHT MAINTENANCE

PONCE AVENUE READ AVENUE CIPRIANI G

BOULEVARD
PONCE PONC2 450 20 9,000 R AC/AC 88 88 94 $9,410 30,616 LIGHT MAINTENANCE

ROXBURY WAY HILLER STREET CAMBRIDGE C
STREET
ROXBUR ROXBUR 700 32 22,400 R AC 75 73 82 $23,420 28,011 LIGHT MAINTENANCE Treatment Total $208,108
Year 2027 Area Total 429,736 Year 2027 Total $1,998,546 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
2028

RALSTON AVENUE, EB HILLER STREET REDWOOD CITY B
LIMIT
RALSE EB RALS190 A AC/AC $958,044 6,615 LIGHT

REHABILITATION
2,125 32 68,000 71 66 100

SIXTH AVENUE O'NEILL AVENUE HARBOR E

BOULEVARD
SIXTH SIXT5 A AC/AC $588,916 6,554 LIGHT

REHABILITATION
1,100 38 41,800 71 66 100
Treatment Total $1,546,960
ARDEN LANE TALBRYN DRIVE VINE STREET ARDEN ARDEN 650 23 14,950 R AC E 65 60 70 $54,883 5,107 HEAVY MAINTENANCE EL VERANO WAY MAYWOOD DRIVE LADERA WAY ELVER ELV2 750 25 18,750 R AC/AC E 69 65 74 $68,833 6,141 HEAVY MAINTENANCE

EL VERANO WAY LADERA WAY ALAMEDA DE E

LAS PULGAS
ELVER ELV3 250 37 9,250 R AC/AC 69 65 75 $33,958 6,560 HEAVY MAINTENANCE

RALSTON AVENUE, WB HILLER STREET GRANADA C
STREET
RALSE WB RALS020 300 34 10,200 A AC/AC 74 69 78 $44,415 7,034 HEAVY MAINTENANCE

SIXTH AVENUE HARBOR E

BOULEVARD
LANE STREET SIXTH SIXT6A 450 26 11,700 A AC 74 69 78 $50,947 6,661 HEAVY MAINTENANCE Treatment Total $253,037
Interest: 0.00%
CITY OF BELMONT Scenarios - Sections Selected for Treatment Inflation: 0.00% Printed: 2/12/2025
Scenario: PTAP 25 Current Funding $2M/yr
Scenarios Criteria:
** - Treatment from Project Selection
Criteria: Treatment <> SEAL CRACKS
4 MTC StreetSaver
399
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
2028

CARLMONT DRIVE HASTINGS DRIVE MERRY MOPPET K
LN
CARLMO CARL 2 600 38 22,800 C AC/AC 77 76 84 $25,080 31,648 LIGHT MAINTENANCE

CIPRIANI BOULEVARD NEWLANDS G
AVENUE
PONCE AVENUE CIPRIA CIPR2 1,600 22 35,200 C AC/AC 78 76 85 $38,720 30,395 LIGHT MAINTENANCE

EAST LAUREL CREEK G
ROAD
3138 EAST

LAUREL CREEK
ROAD
BAY COURT EASTL EAST3 140 20 2,800 C AC/AC 75 72 81 $3,080 23,341 LIGHT MAINTENANCE

GORDON AVENUE CYPRESS D
AVENUE
HILL STREET GORDON GORDON 425 31 13,175 R AC 83 80 88 $13,775 27,855 LIGHT MAINTENANCE

HILLER STREET MARINE VIEW C
AVENUE

RALSTON
AVENUE
HER HER3 2,450 38 93,100 C AC 92 89 95 $102,410 28,676 LIGHT MAINTENANCE

KIMMIE COURT CORONET F

BOULEVARD

END OF CUL DE
SAC
KIMMIE KIMMIE 500 30 15,000 R AC/AC 92 89 95 $15,683 33,864 LIGHT MAINTENANCE Treatment Total $198,749
Year 2028 Area Total 356,725 Year 2028 Total $1,998,745 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
2029

FIFTH AVENUE BROADWAY HARBOR E

BOULEVARD
FIFTH FIFT1B R AC $531,989 5,383 HEAVY

REHABILITATION
550 48 26,400 52 43 100

RIDGE ROAD END OF CUL DE D
SAC

NOTRE DAME
AVENUE
RIDGE RIDGE R AC/AC $380,856 5,404 HEAVY

REHABILITATION
900 21 18,900 50 42 100
ROBERT AVENUE SKYMONT DRIVE BISHOP ROAD ROBERT ROBERT R AC H $90,680 5,304 HEAVY

REHABILITATION
150 30 4,500 54 46 100

WINDING WAY WILLIAMS D
AVENUE
ROSS STREET WINDIN WIND1 R AC/AC $181,360 5,381 HEAVY

REHABILITATION
500 18 9,000 50 42 100
Treatment Total $1,184,885

ACADEMY AVENUE BEG OF ONE WAY END OF ONE F
WAY
ACAAV ACAAV3B 665 15 9,975 R AC 70 65 75 $36,619 7,186 HEAVY MAINTENANCE

HALLMARK DRIVE BENSON WAY RALSTON J
AVENUE
HALLMA HALL080 975 48 46,800 A AC/AC 78 70 79 $203,788 5,440 HEAVY MAINTENANCE LONGFELLOW DRIVE BAY COURT HASKINS DRIVE LONGFE LONGFE 750 20 15,000 R AC G 71 64 74 $55,067 5,525 HEAVY MAINTENANCE

ONEILL AVE SUNNYSLOPE E
AVENUE

WEST CUL DE
SAC
ONEIL ONE040 218 25 5,450 R AC 69 64 74 $20,008 6,855 HEAVY MAINTENANCE PALM AVENUE (FIFTH) COP 100' N/O E

ONIEL AVE
WALTERMIRE ST PALM PALM020 143 26 3,718 R AC 67 60 71 $13,649 5,535 HEAVY MAINTENANCE

RALSTON AVENUE, WB GRANADA C
STREET
ELMER STREET RALSE WB RALS030 500 33 16,500 A AC/AC 76 70 79 $71,848 6,939 HEAVY MAINTENANCE SIXTH AVENUE LANE STREET E STREET SIXTH SIXT6B 300 19 5,700 A AC E 76 68 78 $24,820 5,835 HEAVY MAINTENANCE Interest: 0.00%
CITY OF BELMONT Scenarios - Sections Selected for Treatment Inflation: 0.00% Printed: 2/12/2025
Scenario: PTAP 25 Current Funding $2M/yr
Scenarios Criteria:
** - Treatment from Project Selection
Criteria: Treatment <> SEAL CRACKS
5 MTC StreetSaver
400
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
2029
SUNNYSLOPE AVENUE 1572 E

SUNNYSLOPE
AVENUE
LANE STREET SUNNYS SUNN2B 200 20 4,000 R AC 65 58 69 $14,684 5,218 HEAVY MAINTENANCE

VILLAGE COURT VILLAGE DRIVE END OF CUL DE K
SAC
VILCT VILCT 350 34 11,900 R AC/AC 65 58 69 $43,686 4,963 HEAVY MAINTENANCE

WEST NAUGHTON H
AVENUE

BELMONT

CANYON RD
CULDESAC WESTN WESTN1 975 32 31,200 R AC 69 62 73 $114,539 5,470 HEAVY MAINTENANCE Treatment Total $598,709

ALL VIEW WAY LINCOLN AVENUE SEQUOIA G
AVENUE
ALLVI ALL1 250 20 5,000 R AC 81 79 87 $5,228 35,230 LIGHT MAINTENANCE

BAY COURT EAST LAUREL G

CREEK ROAD

LONGFELLOW
DRIVE
BAY BAY 250 21 5,250 R AC 79 77 85 $5,489 36,165 LIGHT MAINTENANCE BROADWAY EL CAMINO REAL 5TH AVE BROADW BROA1A 240 48 11,520 R AC/AC E 88 85 92 $12,045 36,639 LIGHT MAINTENANCE

CARMELITA AVENUE CIPRIANI G

BOULEVARD
PALMER AVE CARMEL CARM2 200 29 5,800 R AC/AC 81 79 87 $6,064 41,773 LIGHT MAINTENANCE CONTINENTALS WAY 1048 K

CONTINENTALS
WAY
LYALL WAY CONTIN CONT2C 400 38 15,200 R AC/AC 87 84 91 $15,892 36,732 LIGHT MAINTENANCE

FOLGER DRIVE NOTRE DAME D

AVENUE (N)

NOTRE DAME

AVENUE (S)
FOLGER FOLGER 1,050 16 16,800 R AC 80 78 86 $17,565 35,519 LIGHT MAINTENANCE

HASKINS DRIVE EAST LAUREL G

CREEK ROAD

MONTE CRESTA
DRIVE
HASKIN HASKIN 1,400 21 29,400 R AC 78 76 85 $30,739 35,577 LIGHT MAINTENANCE

MULBERRY COURT CARLMONT DRIVE END OF CUL DE K
SAC
MULBER MULBER 300 29 8,700 R AC/AC 80 78 86 $9,096 40,899 LIGHT MAINTENANCE NAUGHTON AVENUE HILLCREST DRIVE ENCLINE WAY NAUGHT NAUG1 510 25 12,750 R AC/AC H 84 82 89 $13,331 38,854 LIGHT MAINTENANCE

READ AVENUE CARMELITA G
AVENUE
PONCE AVENUE READ READ2 790 18 14,220 R AC 79 77 85 $14,868 36,316 LIGHT MAINTENANCE

SEAGATE PLACE SEAGATE WAY END OF CUL DE C
SAC
SEAPL SEAPL 140 32 4,480 R AC 82 80 87 $4,684 31,916 LIGHT MAINTENANCE

SOMERSET DRIVE SOMERSET J
COURT
LEIGH WAY SOMDR SOM1 700 29 20,300 R AC 79 77 85 $21,225 36,405 LIGHT MAINTENANCE

VALLEY VIEW AVENUE NOTRE DAME D
AVENUE
1727 VALLEY

VIEW AVENUE
VALLEY VALL1 1,050 19 19,950 R AC/AC 77 76 84 $20,859 38,086 LIGHT MAINTENANCE VILLAGE DRIVE CARLMONT DRIVE DEAD END VILDR VILDR 1,000 34 34,000 R AC/AC K 84 82 89 $35,549 40,755 LIGHT MAINTENANCE Treatment Total $212,635
Year 2029 Area Total 412,413 Year 2029 Total $1,996,229 Grand Total Section Area: 1,889,080 Grand Total $9,966,258 Interest: 0.00%
CITY OF BELMONT Scenarios - Sections Selected for Treatment Inflation: 0.00% Printed: 2/12/2025
Scenario: PTAP 25 Current Funding $2M/yr
Scenarios Criteria:
** - Treatment from Project Selection
Criteria: Treatment <> SEAL CRACKS
6 MTC StreetSaver
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Appendix C
Definitions
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DEFINITIONS
This section is intended to define important pavement design acronyms and terms used when discussing a Pavement Management Program (PMP).

GENERAL TERMS
AC - Asphaltic Concrete - A plant mixed asphalt binder (asphalt cement that is classified according to the Standard Specification for Performance Graded Asphalt Binder) and aggregate (rocks) thoroughly mixed and compacted into a mass.

ALLIGATOR CRACKING - Alligator or fatigue cracking is a series of interconnecting cracks caused by fatigue failure of the asphalt concrete surface under repeated traffic loading. Cracking begins at the bottom of the asphalt surface (or stabilized base) where the stress and strain are highest under a wheel load. The cracks propagate to the surface initially as a series of parallel longitudinal cracks. After repeated traffic loading, the cracks connect, forming many sided, sharp-angled pieces that develop a pattern resembling chicken wire or the skin of an alligator. Alligator cracking occurs only in areas subjected to repeated traffic loading, such as wheel paths. (Pattern-type cracking that occurs over an entire area not subjected to loading is called “block cracking,” which is not a loadassociated distress.) BLOCK CRACKING - Block cracks are interconnected cracks that divide the pavement into approximately rectangular pieces. Block cracking is caused mainly by shrinkage of the asphalt concrete and daily temperature cycling (which results in daily stress/strain cycling). It is not load-associated. Block cracking usually indicates that the asphalt has hardened significantly. Block cracking normally occurs over a large portion of the pavement area, but sometimes will occur only in non-traffic areas. This type of distress differs from alligator cracking in that alligator cracks form smaller, many-sided pieces with sharp angles. Also, unlike block, alligator cracks are caused by repeated traffic loadings, and are therefore found only in traffic areas (i.e., wheel paths).

CRITICAL PCI - The PCI value at which the rate of loss increases with time, or the cost of applying a maintenance treatment increases significantly.

DISTORTIONS (Bumps & Sags)- Bumps are small, localized, upward displacements of the pavement surface. They are different from shoves in that shoves are caused by unstable pavement. Sags are small, abrupt, downward displacements of the pavement surface. If bumps appear in pattern perpendicular to traffic flow and are spaced at less than 3 m (10 ft), the distress is called corrugation. Distortion and displacement that occur 409
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over large areas of the pavement surface causing large and/or long dips in the pavement should be recorded at “swelling.”
EMULSION - A chemical added to water and asphalt that keeps the asphalt in a stable suspension in the water.

ESAL - The impact of trucks is measured in equivalent single 18,000 pound axle loads (Equivalent Single Axle Load).

FC - Functional Classification is the process by which streets and highways are grouped into classes, or systems, according to the character of traffic service that they are intended to provide. There are three highway functional classifications: arterial, collector, and local roads. All streets and highways are grouped into one of these classes, depending on the character of the traffic.

Arterials - provide the highest level of service at the greatest speed for the longest uninterrupted distance, with some degree of access control.

Collectors - provide a less highly developed level of service at a lower speed for shorter distances by collecting traffic from local roads and connecting them with arterials.

Residential/Local - consists of all roads not defined as arterials or collectors and primarily provides access to land with little or no through movement. • (Excerpted from the U.S. Department of Transportation, Federal Highway Administration web site on “Functional Classification”.) LONGITUDINAL / TRANSVERSE CRACKING - Longitudinal cracks are parallel to the pavement’s centerline or laydown direction. Transverse cracks extend across the pavement at approximately right angles to the pavement centerline or direction of laydown. These types of cracks are not usually load-associated.

OVERLAY - The placement of asphaltic concrete mix over an existing asphaltic concrete or portland cement concrete surface.

Light Overlay - would include any overlay of less than 2 inches of asphalt.

Heavy Overlay - is a thicker layer of asphalt and might include such items/operations as, but not limited to fabric, milling/grinding and reconstruction. 410
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PATCHING & UTILITY CUTS - A patch is an area of pavement that has been replaced with new material to repair the existing pavement. A patch is considered a defect no matter how well it is performing (a patched area or adjacent area usually does not perform as well as an original pavement section). Generally, some roughness is associated with this distress.

PAVEMENT PRESERVATION - Applying the Right Treatment to the Right Pavement at the Right Time using the Right Materials.

PCC - Portland Cement Concrete
PCI - Pavement Condition Index - A rating scale for the condition of a road segment. 100 represents no defects and recent major rehabilitation.

PMP/ PMS - Pavement Management Program/ Pavement Management System - A program to aid in tracking the condition of roads and a means to help quantify the cost of maintaining the roads in a given area.

POTHOLES - Most often are structurally related distresses and should not be confused with raveling and weathering.

PREVENTIVE MAINTENANCE - Provides budget dollars for localized pavement repairs such as digouts and crack filling.

R-VALUE - A test to evaluate the base, subbase and subgrades of an area to be used in pavement designing for thickness of asphalt.

RAVELING - Raveling is the dislodging of coarse aggregate particles. Raveling may be caused by insufficient asphalt binder, poor mixture quality, insufficient compaction, segregation, or stripping. In addition, raveling may be caused by certain types of traffic, i.e., tracked vehicles. Softening of the surface and dislodging of the aggregates due to oil spillage are also included under raveling.

REFLECTIVE CRACKING - Cracks that occur in new “thin” overlays that are identical to the cracks that were present in the existing pavement.

RUTTING / SHOVING - A rut is a surface depression in the wheel paths. Pavement uplift may occur along the sides of the rut, but, in many instances, ruts are noticeable only after a rainfall when the paths are filled with water. Rutting stems from a permanent deformation in any of the pavement layers or subgrades, usually caused by consolidated or lateral movement of the materials due to traffic load. 411
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Shoving is a permanent, longitudinal displacement of a localized area of the pavement surface caused by traffic loading. When traffic pushes against the pavement, it produces a short, abrupt wave in the pavement surface. This distress normally occurs only in unstable liquid asphalt mix (cutback or emulsion) pavements.

SLURRY SEAL - Includes a graded aggregate along with emulsion and water. Generally squeegeed and generally consists of two layers.

TI - Traffic Index - Cars and light trucks have little impact on the pavement structure.

Larger/Heavier trucks have very significant impacts on the pavement due to the high axle weights. The total EALs is converted into a design Traffic Index (TI). The design TI is the total number of EALs that the pavement will support before it begins to fail, regardless of the passage of time. Normally for a new pavement, the EALs over a 20_year period are used. For rehabilitation procedures such as overlays, 10 years is generally used.

WEATHERING - Weathering is the loss of the fine aggregate from within the pavement matrix. This distress indicates that either the asphalt binder has hardened appreciably or that a poor quality mixture is present.

STREETSAVER® / REPORT DEFINITIONS
% LOAD RELATED - The percentage of the pavement distress in a management section that is load related distress (caused by excessive weight on the pavement surface). % OF ENVIRONMENT - The percentage of the pavement distress in a management section that is an environment related distress.
% OTHER - Is the percentage of the pavement section that is not a load related or environment related distress.

ACTIVE - Indicates whether or not the current record is active.

ACTION / TREATMENT - A proposed type of rehabilitation work that should be used on a given road segment, based on PCI, FC and engineering evaluation.

ANNUAL BUDGET - The amount of money that is available each year to be used for pavement maintenance. These funds can come from various sources and can vary from year to year, although it is generally a fixed figure.
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AREA - Contains the area of a section in square feet. This is automatically calculated using the values that are entered in the Length and Width fields. However, if the section is irregularly shaped the area can be entered by the user.

AREA ID - Is an optional, jurisdiction defined field to identify the area in which the section is located. For example, each neighborhood or subdivision, or each geographic type (mountain, valley, coast, etc.) in the jurisdiction may be assigned a letter of the alphabet.

BASE BUDGET - Provides an area for you to enter the dollar amount of your base budget.

BASE BUDGET INCREASE FACTOR - Stores the percent that the base budget will increase each year.

BASE PM SPLIT - Percent of the base budget that has been set aside for preventive maintenance.

BEGINNING LOCATION - Identifies the point that defines the beginning of the section.

This is generally the name of a cross road or other landmark.

BRANCH - Generally a road name or a road name with a direction of travel.

CL - Centerline Mile - a measuring of the length of a road regardless of the width of the road.

CONDITION - Column lists the condition levels (2-5) that require stop-gap treatments.

COST/ SQ YD - Indicates the cost per square yard of road for the suggested treatment.

CURRENT PCI - Calculated from either a visual inspection or a maintenance treatment.

DESCRIPTION - Displays a description of the item named in the previous column in a grid.

DISTRESS - Contains the type of distress present on a section of a road.

DISTRESSES - Defects found in asphalt concrete (AC) pavements or portland cement concrete (PCC) pavements. These defects degrade the condition of the road.

DETERIORATION CURVE - This provides a graphical representation of the current pavement condition index and the historical PCIs for each section of road in your jurisdiction.
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END LOCATION - Identifies the point that defines the end of the section. This is generally the name of a crossroad or other landmark.

EVENTS – This provides for viewing and maintaining of Events or changes that have been made on a management section. The Events that are included are:
• Management Section Creation.
• Results from Maintenance and Rehabilitation treatments that have been applied to the Management Section.
• Results from Visual Inspections of Management Sections. • Listing of changes/edits of information on a Management Section.

EVENT ACTIVE - Indicates whether an Event is currently part of the active history for the current Section.

EVENT PCI - The PCI after the selected Event occurred.

EVENT TRANSACTION TYPE - Includes: Creation, Inspection, Treatment, Split, Combine, Attribute Change and Core Data Change.

EVENT VALID - Indicates if an Event can be activated and made part of the valid events for the current section.

FUNDING SOURCE - Is an optional, jurisdiction defined field to identify the funding source for the section; an example might be G for general fund.

GENERAL CODE - Is an optional, jurisdiction defined field used to identify sections of pavement sharing common characteristics, i.e., drainage type.

INFLATION RATE - Is the inflation used throughout your jurisdiction. You may wish to consult your financial department with this value.

INSPECTION AREA - Is the total area of the inspection unit.

INTEREST RATE - Contains the interest rate used throughout your jurisdiction.

LM - Lane Mile - a measurement of the length of all the lanes for a given FC or area.

LIFE EXTENSION - Is the number of years that a maintenance treatment extends the life of a pavement surface.

M&R, or MnR - An acronym for Maintenance and Rehabilitation, used to refer to treatment data or history in the StreetSaver® program.
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MAINTENANCE/ REHABILITATION - This is used to review the proposed maintenance, new maintenance, and/ or rehabilitation for any road section in your jurisdiction.

M&R DATE - Displays the date the maintenance/ rehabilitation treatment was completed.

MANAGEMENT SECTION - This is used to maintain an inventory of all the roads and road sections in your jurisdiction.

MANAGEMENT UNIT - Relates a project to a management unit.

MILEPOSTS - Display the beginning and ending points of a management section.

NEW PCI - Stores the PCI value that was calculated after a treatment was applied.

NUMBER OF SURFACE SEALS BEFORE OVERLAY - Displays the recommended number of surface seals before the application of an overlay.

OLD PCI - Displays the pavement condition index before a treatment was applied.

OPTIMUM PCI – The Optimum PCI refers to the highest PCI level the overall network can achieve within the given “Budget Needs” time frame. That level is dependent on the parameters set in the Decision Tree and where the PCI Breakpoints are set. Changes made to the either the timing, or the treatments, within the Decision Tree, or to the value of each of the PCI Breakpoints will directly affect the Optimum PCI.

OTHER - Displays the weighting factor applied to management sections with functional classes other than arterial, collector, and residential.

OVERLAY - Displays the overlay code that corresponds to an overlay procedure.

OVERLAY CODE - Is an identifier for the treatment type; use one of the six codes from the pop-up list that appears when this is activated.

PCI CAP - Stores the maximum PCI value that will be included in needs and scenario calculations. If a PCI value is larger than the PCI Cap value, it will not be included.

PCI EFFECTIVENESS CUT-OFF - Contains the minimum PCI value used in calculating the area under the projected performance curve. That area is used in ranking sections needing work, and the area below the PCI Cut-Off value is not included in that area. It should generally be the lowest PCI value that defines the minimum acceptable condition for all of the pavement types and functional classification groupings. 415
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PCI HIGH - LOW > 25 - Is marked if the difference between the high and low PCI values is greater than 25.

PCI HIGH VALUE - Is the maximum PCI value for an inspection unit used in the last PCI calculation for a management unit.

PCI LOW VALUE - Is the minimum PCI value for an inspection unit used in the last PCI calculation for a management unit.

PM% - Scenarios based on a yearly budget, this column stores the percent that has been set aside for preventive maintenance.

RATING - The rating is the weighted cost effectiveness ratio of the recommended treatment. Also referred to as Weighted Effectiveness Ratio (WER) REPLACEMENT COST - Is the cost per square yard to install a new pavement surface.

RESIDENTIAL $ - Indicates the cost of a stop-gap treatment per square yard when applied to a road with a residential functional class and a given condition.

ROAD ID - Contains a two-character identifier that was assigned to the road. The combination of Road Number, Road Name, and Road ID must be unique for each road section.

ROAD NAME - Displays the name of the road that corresponds to the road number and road ID. The combination of Road Number, Road Name, and Road ID must be unique for each road section.

ROAD NUMBER - Contains the number that was assigned to a road. The combination of Road Number, Road Name, and Road ID must be unique for each road section.

SECTION - Usually a branch or road is large and needs to be divided into smaller pieces to maintain. These smaller pieces are labeled as “Sections” or “Segments” and designated with a number and a beginning and ending location.

SECTION ID - Is an identifier that is unique for each section of a given street. Note that the Street ID and the Section ID combined describe the individual section. Therefore, that combination must be unique. The same Section ID can be reused as long as it is used in conjunction with a different Street ID each time.

SEGMENT LENGTH - Is the length in feet of the management section. 416
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SELECT MANAGEMENT SECTIONS - Allows you to calculate PCI values based on selected management sections. If this button is marked, the management sections that have had records updated since the last calculations are displayed in a grid. Select the management sections you want included in the calculations from this grid.

SPECIAL - Check box is marked if the displayed inspection unit is non-representative of a section as a whole.

SPECIAL UNIT - The information will either be Y or blank. Y is an indication that this inspection unit is in some way non-representative of the section as a whole, and would receive a different maintenance/rehabilitation treatment from the rest of the section.

STANDARD INSPECTION UNITS - Is the typical number of inspection units that would be used for a particular management section.

STOP-GAP APPLICATION INTERVAL - Indicates the number of years between the applications of stop-gap treatments.

STREET ID - Is an identifier that is unique for each street. The Street ID usually bears some similarity to the actual street name.

STREET NAME - Is the full name of the street including “Street”, “Way”, “Court” etc.

SURFACE TYPE - Describes the type of surface for a specific section of road. The options for this field are:
• A - AC for asphalt concrete,
• C - AC/PCC for asphalt concrete over Portland cement concrete, • O - AC/AC for overlays of asphalt concrete over asphalt concrete, • P - PCC for Portland cement concrete,
• S - ST for surface treatment (This Surface Type is not used very often, as it refers to roads that are neither AC, or PCC, but have a surface treatment over dirt or gravel.)
TREATMENT - Contains the type of treatment the road received or will receive.

TREATMENT COST - Is an optional field giving the cost in dollars and cents of the treatment.

UNIT OF MEASURE - Displays the units of measure used to measure an item.

UNIT PRICE - Displays the price paid for an inventory item. 417
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VISUAL PCI - Used to identify PCI calculations that have been determined based upon a visual inspection. If this check box is blank, then the PCI was extrapolated based upon the maintenance treatment that has been applied to a management section.

WEIGHTING FACTORS - Section displays the weighting factors established by your jurisdiction for the functional classes.

YEAR OF MAINTENANCE - Stores the proposed year of a treatment.

YEARS BETWEEN CRACK SEALS - Displays the number of years between the application of crack seals for the functional class with a specific severity.

YEARS BETWEEN SURFACE SEALS - Displays the recommended number of years that should come between surface seal application for the functional class with the indicated severity.

YEARS TO CALCULATE - Stores the number of years you want to include in the Budget Needs calculation. The number of years cannot be less than 5 or more than 20.

ZONES - Geographical areas of the city defined by city staff to aid in the development of a maintenance plan for residential roads.
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