Signal Hill City Council
June 9, 2026

FINAL REPORT

UPDATE OF

PAVEMENT MANAGEMENT PROGRAM
(Citywide)
2026-2030

Submitted to:

City of Signal Hill, CA
January 20, 2026
100-21
Revised: June 1, 2026
January 20, 2026
Mr. Jesus Saldana
Associate Engineer
City of Signal Hill
2175 Cherry Avenue
Signal Hill, CA 90755
Subject: Final Report - Update of the Pavement Management Program Dear Jesus:

As part of the 2025 Update of the Pavement Management System for the City of Signal Hill, Bucknam Infrastructure Group, Inc. is pleased to submit the Final Report for the City’s pavement network.

The information contained in this report was used to develop the recommended improvement program for the pavement network. The report covers the following categories:
• Executive Summary (Section I)
• Pavement Management Program Development and Reporting (Section II) • Pavement Conditions For Each Segment in the Network (PCI Report – Section III) The Pavement Condition Index report shows the present condition of each street in the pavement network. In addition, the report shows the basic geometry of each street segment. • Forecast Maintenance & Rehabilitation Reports - FMR (Section IV) • Recommended Maintenance and Repair Strategies
The recommended maintenance and rehabilitation strategies were used to generate the Forecast Maintenance & Rehabilitation Report and were based on our 2025 inspections. Additionally, we have assessed and incorporated unit cost and maintenance application practices/types with our strategies. • Projected Projects based on M&R Strategies
The Forecast Maintenance and Rehabilitation (FMR) Report projects the street maintenance/rehabilitation activities required for the next five years, broken down to show maintenance levels for Arterials, Collectors and Local streets. The report included in this section is broken down by fiscal year.

Our thorough analysis of previous and current Signal Hill PMP strategies enabled our staff to make proactive recommendations to the City’s pavement CIP. All comments received from the City have been incorporated in the reports that follow. It has been a pleasure working with you and the City on updating your Pavement Management Program. We look forward to the continued success of this project and future PMP teamwork with City staff.

Sincerely,
Bucknam Infrastructure Group, Inc.

Peter J. Bucknam
Project Manager
Infrastructure Management – GIS Services
City of Signal Hill, CA Page i
2025 Pavement Management Program
Final Report – January 20, 2026

TABLE OF CONTENTS
I. Executive Summary
A. City’s Pavement Network
B. Current Citywide Conditions
C. Maintenance / Rehabilitation Strategy Development
D. Annual Budget Projections
E. Quality Control Efforts
F. Findings and Recommendations
II. Pavement Management Program-Capital Improvement Program A. PMP Scope of Work
B. Maintenance / Rehabilitation Strategy Assignments
C. Multi-Year Annual Work Program Recommendations
i. Actual Budget Scenario
ii. Increase PCI to 80 Budget Scenario
D. City of Signal Hill MyRoads® PMP Web-Portal
III. Pavement Condition Index (PCI) Reports
A. PCI Reports – Data Definitions
B. 2025 Signal Hill PCI Map
C. Name Order (A-Z)
D. PCI Order (0-100)
IV. Forecast Maintenance / Rehabilitation (FMR) Report
A. Increase PCI Budget, Five Year Plan (2026-2030)
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2025 Pavement Management Program
Final Report – January 20, 2026
Figure and Table Reference Page #
Figure 1 – Pavement Area (SF) by Rank Sec 1-2
Figure 2 – Historical PCI Findings (FY 2019-2025) Sec 1-3 Figure 3 – PCI Distribution by Section Mileage for All Streets Sec 1-6 Figure 4 – Sample Pavement Life Cycle / Deterioration Rate Sec 2-16 Figure 5 – Resulting Network PCI (Actual $9.0 Million/5 Yr Budget) Sec 2-20 Figure 6 – Resulting Network PCI (Increase PCI to 80 Budget) Sec 2-22 Figure 7 – PCI Calculation Worksheet Sec 2-25
Figure 8 – Signal Hill MyRoads® PMP Web-Portal Sec 2-26 Figure 9 – Arterial Condition Distribution Sec 2-27
Figure 10 – Local Condition Distribution Sec 2-27
Figure 11 – Signal Hill 2025 PCI Map Sec 3-31
Table 1 – Past and Present PCI Results Sec 1-3
Table 2 – Condition Distribution by Mileage for All Streets Sec 1-4 Table 3 – Neighboring City PCI’s Sec 1-4
Table 4 – Actual $1.8 Million/yr PMP Funding Scenario Sec 1-9 Table 5 – Necessary Funding to Increase Citywide PCI to 80 Sec 1-9 Table 6 – PCI Range Sec 2-14
Table 7 – Maintenance / Rehabilitation Strategy Assignments Sec 2-15 Table 8 – Resulting Conditions Based Upon Actual Budget (FY 2026-2030) Sec 2-19 Table 9 – Necessary Funding to Increase PCI to 80 Sec 2-21 Acronym Listing
American Society for Testing and Materials (ASTM)
Army Corps of Engineers (USACE)
Asphalt Concrete (AC)
Asphalt Rubber Hot Mix (ARHM)
Average Daily Traffic (ADT)
Capital Improvement Program (CIP)
Geographic Information System (GIS)
High Density Mineral Bond (HDMB)
Los Angeles County MTA (METRO)
Maintenance and Repair (M&R)
Pavement Condition Index (PCI)
Pavement Management Program (PMP)
Portland Cement Concrete (PCC)
City of Signal Hill, CA Page 1
2025 Pavement Management Program
Final Report – January 20, 2026 Section I

SECTION I

EXECUTIVE SUMMARY
2025 PAVEMENT MANAGEMENT PROGRAM
This report reflects the continued dedication and proactive management of the City’s Pavement Management Program (PMP); the last major update to the City’s PMP was performed three (3) years ago.

As the City of Signal Hill continues to show limited growth with its population, demographics, infrastructure and maintenance needs, the street network has been running parallel as the system matures and capital street projects widen streets. Through this project, the City of Signal Hill developed its PMP with the use of an automated online PMP program (MicroPAVER). This system is essential to the City in that it assists Public Works staff in capturing funding for its arterial street system as well as costeffectively managesthe local network through proactive maintenance and scheduling. Under this project, the City has incorporated the development of a unique Pavement Management – GIS layer that will assist the City in spatially analyzing pavement conditions and other attribute information that resides in the MicroPAVER database.

The Signal Hill PMP has been developed to assist City personnel by providing current data on the City’s street network and to develop cost-effective maintenance strategies to maintain a desirable level of pavement performance on a network scale, while optimizing the expenditure of limited fiscal resources.

The PMP efforts in 2025 consisted of analyzing the City’s previous PMP dataset/maps for quality and usability. City staff also provided key information pertaining to the ongoing maintenance that has occurred throughout the City since 2022. In doing this, we were tasked to generate an updated Capital Improvement Program report that identified recommendations and deficiencies in the current operating and maintenance efforts put forth by the City.

For the 2025 project, our staff surveyed all arterial and collector routes to assist the City in complying with Los Angeles County MTA (METRO) PMP requirements as well as surveyed all local streets and analyzed historical maintenance operations.

Specifically, the program provides administrators and maintenance personnel with:
* The present condition status of the pavement network (arterial, collector, and local streets), as a whole and of any grouping or individual component within the City; * A ranked list of all streets, or segments of streets, by condition within the network; * Rehabilitation/maintenance needs of each street segment by year; * An optimized priority maintenance and rehabilitation program based on cost/benefit analysis and various levels of funding;
* Optimum annual budget levels for pavement maintenance for the current and the following five (5) years;
* Prediction of the future performance of the City’s pavement network and each individual street section; and
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2025 Pavement Management Program
Final Report – January 20, 2026 Section I
* Pavement network and conditional data presented in ArcGIS and MyRoads® that are compatible with City’s existing GIS Enterprise
Pavement is a dynamic structure where deterioration is constantly occurring; thus the pavement management system needs to be updated on a regular basis to reflect these changes in pavement conditions, pavement maintenance histories, and maintenance strategies based upon budgetary constraints. In our approach to develop the City’s forecasted maintenance recommendations we worked with Signal Hill staff in identifying unit costs for all maintenance practices used on an annual basis.

Currently, based upon the City’s maintenance practices and their associated unit costs, the total replacement value of the Signal Hill pavement network is $76,195,100. This value clearly indicates that the City’s pavement network is the most valuable and essential asset to Signal Hill. The City’s use of slurry seal, ARHM Overlay and R&R practices are typically applied at a five year, ten year and 25 year frequency respectively. These frequencies are typical but the City may see increases in deterioration rates due to environmental, load and high average daily traffic (ADT) volumes. For example, high ADT volumes along one of Signal Hill’s arterial streets will increase deterioration rates for a previously applied AC Overlay compared to a small local street. These deterioration rates are monitored through frequent inspections and functional class deterioration analysis within the City’s PMP database.

This report reflects our findings and recommendations for the PMP and the current state of the City’s pavement network. Furthermore, we have recommended detailed funding and maintenance strategies for the arterial/collector and residential networks for next five (5) years.

A. CITY’S PAVEMENT NETWORK
Within the Signal Hill Arterial/Collector pavement
management network consist of approximately 18.9
section miles of streets, 4,150,553 SF of pavement that is made up of 101 pavement sections. The Local
network consists of approx. 17.4 section miles of
streets, 3,316,706 SF of pavement which consists of
160 pavement sections. Combined, the entire
network consists of 36.3 section miles of streets,
7,467,259 SF and 261 total pavement sections.

The City’s pavement network is broken down into manageable groups that have similar characteristics, such as pavement street classification, surface type and logical segmentation. Pavement segments are identified by their branch and section numbers. Pavement “branches” that have a common usage, such as Cherry Ave, defines a “branch” within MicroPAVER. Pavement “sections” are pavement segments within the defined branch that have consistent pavement street classifications, construction/maintenance histories and use. Representative inspection samples are then selected and visually surveyed to locate distress data. This data is used to calculate the pavement sections Pavement Condition Index (PCI) which includes distress type, extent of the distress and its severity.

The PCI is a condition rating that ranges from 100 (a new pavement section or recently overlaid or reconstructed) to 0 for a section that has structurally failed and deteriorated dramatically. Weighted average PCI of a given area/zone equals the pavement sections PCI multiplied by its Figure 1
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2025 Pavement Management Program
Final Report – January 20, 2026 Section I
own area divided by the total square footage of the given area/zone. Table 2 summarizes the section conditions found within the City of Signal Hill pavement network by street classification. • The weighted average PCI for the City of Signal Hill Arterial / Collector network is 77.3 • The weighted average PCI for the City of Signal Hill Local network is 67.1 The weighted PCI value associated with the Arterial and Local routes shown through our survey analysis is timely in that it is showing that a large amount of preventive, slurry seal, and overlay work will continue to be needed over the next several years to proactively increase the PCI level to ultimately achieve a “preventive maintenance” state (typically a weighted PCI of 75 or higher).

Table 1 –Past and Present PCI Results
Figure 2 – Historical PCI Findings (FY 2019-2025)
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Final Report – January 20, 2026 Section I
B. CURRENT CITYWIDE CONDITIONS (ARTERIALS AND LOCALS)
The overall condition of the City’s pavement network is “Very Good” with a weighted average PCI of

72.7 based on the surface area of each segment. The distribution of the City’s overall pavement network is shown in Section III of this report (Condition Distribution).

Table 2 – Condition Distribution by Mileage for All Streets For comparison, Bucknam performed
pavement management studies for several other
Los Angeles County agencies and have included
their weighted PCI values (right). Also, the current
LA County average PCI, that is based on 88 local
agencies, is 66.

For a network to be in a “preventive” condition
status you would typically see Very Good to Good
section percentage totals at the 60% to 70% range; Signal Hill’s network currently shows 52.4% of its sections within these PCI ranges. These findings indicate that the proper funding of the network over the past several years has been essential and needs to be continued over the next five years to improve the overall PCI above 80+; this will allow Public Works managers/staff to proactively establish preventive and rehabilitation schedules that will generate further high-value ROI for the City. At a minimum, to sustain this asset, continued amounts of overlay rehabilitation and slurry seal maintenance needs to be budgeted for and performed across all areas of the pavement network.

As shown in Table 2, over 21% of the City’s entire network falls within the fair to failed condition categories based on the PCI findings, highlighting the need for continued funding of proactive slurry seal & overlay projects. More overlay rehabilitation activity will increase the City’s overall weighted PCI while reducing deferred maintenance costs in future fiscal years. Overlay projects applied to appropriate, qualifying segments is necessary to improve the City’s network and achieve a preventive condition status as described above. A network-wide preventive condition status is typically a network with a weighted average PCI over 75.

Table 3
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Final Report – January 20, 2026 Section I
Regarding the Local network, detailed inspection analysis shows that 22% (3.9 miles) of the Local pavement networks require slurry seal maintenance activity while 30% (5.2 miles) requires overlay rehabilitation or full reconstruction.

With the moderate amount of Local sections needing rehabilitation the City should proactively appropriate the necessary amount of annual overlay funding to improve the network to a higher condition level. The Local network will continue to be a moderate contributor to the high amount of deferred rehabilitation cost burdens unless appropriate pavement funding is applied.

In regard to the Arterial / Collector network, detailed inspection analysis shows that 32% (6.0 miles) of the pavement network requires slurry seal maintenance activity while 14% (2.7 miles) requires overlay rehabilitation or full reconstruction. Over the past three years the Arterial / Collector weighted PCI has reached a high level (75+). This is due to the considerable amount of arterial CIP overlay projects that have been applied to the network since 2022. With the overall arterial PCI in the high-70’s, proactive planning and application of scheduled overlay projects needs to be sustained; this will maintain the overall conditions while freeing up additional funding for deferred Local overlay projects.

Through our assessment of the City’s annual pavement management budget allocation needs (Tables 5 & 6 below) we have identified the necessary annual funding levels to maintain or improve the City’s PCI by FY 2030.

This PMP update recommends pavement strategies for each segment based on the existing surface conditions. However, as large overlay and reconstruction projects are considered for funding, the City should make a final determination of the segment-specific pavement management approach based on subgrade R-values, structural design, and distress severities and extents.

PCI conditions reflect “surface” conditions; additional sub-surface data such as coring data, R-Values and ground penetrating radar (GPR) will provide the City with enhanced AC/PCC structural data that will assist in project prioritization.

Our 2025 findings indicate that the PMP network has been proactively managed over the past several years. This is evident in the improvement of the citywide weighted PCI since 2022 and moderate amounts of deferred maintenance/rehabilitation projects. As the City strives to implement a stronger preventive state of M&R, cost efficient Arterial/Local rehabilitation and proactive use of available SB1/Gas Tax/Prop. C/Measure M/Measure R overlay funding should remain the focus.

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Final Report – January 20, 2026 Section I
Figure 3 – PCI Distribution by Section Mileage for All Streets C. MAINTENANCE / REHABILITATION STRATEGY DEVELOPMENT
Based on the results of the condition survey and input from the City, pavement maintenance/rehabilitation strategies were developed. At the outset, the City and Bucknam staff identified a distribution of City funds that would be applied to the network over the next five years. This was based upon the desire to prevent the decrease in street conditions and not allow an increase in the maintenance / rehabilitation backlog funds over the five-year program.

Within this approach, Bucknam has recommended a “minimal level of service” which creates a major dividing line in determining between preventive maintenance and major pavement rehabilitation.

Generally within pavement management programs, a PCI range between 55 to 70 determines the threshold of when preventive or major overlay maintenance is activated. Based on the City’s weighted average PCI, condition distribution, maintenance practices, our team has identified a PCI of “65” as the minimum level of service. This means that any pavement section with a PCI greater than 65 will be recommended for preventive maintenance (i.e. slurry seal). This recommendation is indicated in Table 6, Section II.

Bucknam developed two multi-year Capital Improvement Programs for the City based on the pavement records, yearly capital expenditures, available funding and the most recent 2025 inspections. These recommendations and results are shown in Section II of this report where, for example, we have demonstrated what level of funding is necessary to increase the current weighted condition level of 72 to 80 by FY 2030-31.

City of Signal Hill, CA Page 7
2025 Pavement Management Program
Final Report – January 20, 2026 Section I
As shown in Figure 3, 53% of the City’s streets are in Very Good to Good condition. These sections will be targeted for “preventive” maintenance within our Capital Improvement Program (CIP) recommendations.

The reasoning in doing this is to extend the life cycles of those “good” pavement sections which accrues capital saving to aggressively rehabilitate those pavement sections that are below the “minimal level of service”.

In order to achieve the most effective and optimum program for the City, certain strategies have been selected and/or analyzed. Below is a listing of the maintenance activities utilized in strategy development.

Each activity is representative of the typical types of work that can be programmed as part of the longterm maintenance requirements of the City’s street network.

General Repairs-Stop Gap (Localized Maintenance*); PCI Range – 20 to 95 For this maintenance type, small localized surface treatments are utilized as “holding action” solutions (stop gaps) to delay the need for pavement structural strengthening. They typically include activities such as crack sealing, AC deep patching, AC skin patching, PCC slab replacement, grinding and leveling.

Microsurfacing - (Global Maintenance*); PCI Range – 60 to 85 Microsurfacing is similar to slurry seal. It consists of the application of a mixture of water, asphalt emulsion, aggregate (very small crushed rock), and chemical additives to an existing asphalt concrete pavement surface. Polymer is commonly added to the asphalt emulsion to provide better mixture properties. The major difference between slurry seal and microsurfacing is in how they “break” or harden. Slurry relies on evaporation of the water in the asphalt emulsion. The asphalt emulsion used in microsurfacing contains chemical additives which allow it to break without relying on the sun or heat for evaporation to occur. Thus, microsurfacing is an application that hardens quicker than slurry seals and can be used when conditions would not allow slurry seal to be successfully placed. Streets that have a lot of shade and streets that have a lot of traffic are good candidates for microsurfacing (source - LA County of Public Works).

Slurry Seals (Global Maintenance*); PCI Range – 60 to 85 Surface treatments applied to pavements with minimal surface distress to provide new wearing surfaces and extend pavement life. Generally consists of a mixture of conventional or latex-modified emulsified asphalt, well-graded fine aggregate, mineral filler and water placed over an existing AC surface; Slurry seal application life-cycles are averaging 4 to 5 years. Type II Slurry is recommended for Local streets.

Cape Seals (Global Maintenance*); PCI Range – 40 to 65
This is an application of a single layer of asphalt binder to a road surface immediately followed by a single layer of cover aggregate (chips). The single layer chip seal is then followed with a slurry seal application; Conventional cape seal application life-cycles are averaging 6 to 7 years. For sections that have lower PCI’s in this range, leveling courses should be considered. City is currently considering this application as an alternative cost-saving tool.

Overlays (Major Rehabilitation*); PCI Range – 20 to 65
AC Overlay – Placement of a layer of hot-mixed asphalt concrete over the existing pavement surface (may include pavement fabric). Grinding (milling) is performed prior to the City of Signal Hill, CA Page 8
2025 Pavement Management Program
Final Report – January 20, 2026 Section I
overlay to reduce the total height of asphalt and assure alignment with existing gutter lines. This also includes “dig-outs” and crack sealing prior to the application of an overlay. This treatment provides a new wearing surface and increased structural strength to the pavement section. A conventional overlay should be designed for a ten-year life.

Asphalt Rubber Hot-Mix Overlay - The ASTM definition is: Asphalt-Rubber is a blend of asphalt cement, reclaimed tire rubber and certain additives in which the rubber component is at least 15% by weight of the total blend and has reacted in the hot asphalt cement sufficiently to cause swelling of the rubber particles. Specifically, using crumb rubber modified binders in pavement application benefit local agencies in that cities find:
• Pavement resists cracking by being more flexible;
• Cost savings come from a longer life cycle (from Bucknam’s experience typically 20% longer), decreased maintenance and the use of less material
• Improvement in skid resistance;
• Decreased noise; and
• It provides long-lasting color contrast for marking and striping • Life cycles are averaging 8 to 12 years
Reconstruction (Major Rehabilitation*); PCI Range – 0 to 20 Reconstruction of an existing pavement section includes demolition and removal of the asphalt to a prescribed depth, grading, sub-base compaction, application of a binder/surface course followed by the placement of a conventional flexible pavement section using a structural AC Hot Mix, ARHM or full depth asphalt. Each classification of road has a typical design cross-section based on anticipated traffic loading. Reconstruction resets a roadway section PCI to 100 and restarts the life-cycle deterioration curve of the section.
*Localized, Global and Major maintenance activities are default terms used within the MicroPAVER pavement software. Specific pavement repair applications are placed within each maintenance activity in order to develop multi-year maintenance forecast recommendations.

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Final Report – January 20, 2026 Section I
D. ANNUAL BUDGET PROJECTIONS
The budgeting process was approached with the following in mind; generate two unique work programs for the next five (5) years based upon actual road pavement conditions in order to:

1. Demonstrate the results of applying the City’s $1,790,000 / yr PMP budget;

2. A “Increase PCI to 80” budget was generated for the City to demonstrate what level of annual Public Works maintenance and rehabilitation CIP funding is necessary to increase the citywide weighted PCI to 80 by FY 2030;
Based on current and future pavement maintenance needs, three annual work programs have been prepared and summarized below. Table 4 demonstrate the results of applying the City’s $1,790,000 annual budget through FY 2030-31. Table 5 demonstrates a $2.5 million/yr that is necessary to increase the City’s PCI to 80 by FY 2030-31. The revenues shown below account for the cost of pavement preventive maintenance and rehabilitation, a 25% contingency applied to unit costs and 4% annual inflation.

Table 4 – Actual $1.8 Million/yr PMP Funding Scenario
Table 5 – Necessary Funding to Increase Citywide PCI to 80 Our findings within Table 5 demonstrate the continued ROI that will result if proper annual funding is applied. By applying approximately $2,439,000/yr ($12,195,200 over five years), the City will continue to see positive results with overall PCI, greatly reducing deferred preventive maintenance and overlay rehabilitation.

City of Signal Hill, CA Page 10
2025 Pavement Management Program
Final Report – January 20, 2026 Section I
Additional detail and breakdown of budget projections are demonstrated in Section IV of this report.

All work program budgets generated are presented in terms of current 2025 dollars. The annual revenues shown above are based on projected material unit costs, 25% project contingencies and labor for the pavement recommendations. Project management, mobilization, construction management are not included. All repair activities were based on distresses observed at the time of the field survey. These are recommendations and are to be used as “the best-case scenario” for improving the City of Signal Hillstreet network.

E. QUALITY CONTROL EFFORTS
As indicated in our scope of work, Bucknam performed numerous quality control checks in the field during survey efforts. Field check efforts were performed randomly throughout our survey schedule. Utilizing the City’s centerline GIS data provided solutions to segment length issues and total section area measurements.

DEFERRED MAINTENANCE (BACKLOG)
Delaying repairs on streets, where pavement condition indicates a need, creates deferred maintenance (backlog). Backlog includes pavement maintenance / rehabilitation that is needed across the entire network but cannot be performed due to the lack of available funding and is pushed to the next budget cycle. The actual repairs that are being deferred are often referred to as a “backlog”. As maintenance is deferred, the opportunity to apply life extending preventive pavement applications is lost and the ultimate cost of rehabilitation multiples. Unique budget scenarios created in MicroPAVER calculate annual deferred maintenance amounts based on the available/projected budget applied and section SF’s that fall within preventive, slurry seal, overlay and reconstruction PCI ranges.

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2025 Pavement Management Program
Final Report – January 20, 2026 Section I
F. FINDINGS AND RECOMMENDATIONS
Arterials/Collectors
The actual workload requirements identified indicate that the Arterial/Collector street network is currently in “Good” condition (PCI = 77.3). To sustain this condition, it is essential that preventive maintenance and overlay rehabilitation activities are funded at the levels identified in Table 5.

Our arterial/collector findings for conditional data and recommendations for revenue expenditures are shown below:
• The Arterial/Collector network has a weighted PCI of 77.3; • Currently, 14% of the arterial/collector network (approx. 2.7 miles) require overlay/reconstruction rehabilitation; 32% (approx. 6.0 miles) require slurry seal maintenance; • At a minimum, Arterial/Collector maintenance projects should focus on achieving and maintaining a PCI of 80+ within the next five years;
• Develop a proactive fiscal and planned approach to identify arterial/collector overlay projects based on the deterioration modeling within MicroPAVER;
• Maintain arterial/collector revenues at the levels shown within the Section IV Forecast Maintenance & Rehabilitation (FMR) Report for a minimum of five years to generate the results identified within this report;
• Reassess/re-evaluate the arterial/collector rehabilitation budget programs every two years to improve on CIP forecasts for 2026-27 and beyond to ensure the results shown in Table 5; • Perform pavement inspections on the arterial/collector network every three years to build a solid planning model within MicroPAVER/MyRoads® to track PCI deterioration; • Demonstrated budget shown in Table 4 is ample to increase the Arterial/Collector weighted PCI of 77 through five years, furthermore, the citywide deferred maintenance (backlog) slightly increases from a level of $11.3 million to $11.4 million after five years; o Unique budget scenarios created in MicroPAVER calculate annual deferred maintenance amounts based on the available/projected budget applied and section SF’s that fall within preventive, slurry seal, overlay and reconstruction PCI ranges; • Bucknam recommends that the City proactively budget overlay rehabilitation projects at the levels shown in Table 5 in order to improve upon the conditions found today as well as minimize the impact of a moderate increase deferred maintenance across the City.

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2025 Pavement Management Program
Final Report – January 20, 2026 Section I
Locals
The actual workload requirements identified indicate that the Local street network is currently in “Good” condition (PCI = 67.1). To improve this condition, it is essential that preventive maintenance and overlay activities are funded at the levels identified in Table 5 to increase the network weighted average PCI value within the “Good” category.

Our Local findings for conditional data and recommendations for revenue expenditures are shown below:
• The Local network has a weighted PCI of 67.1;
• Currently, 30% of the Local network (approx. 5.2 miles) require overlay/reconstruction rehabilitation; 22% (approx. 3.9 miles) require slurry seal maintenance; • At a minimum, Local maintenance projects should focus on achieving and maintaining a weighted PCI above a level of 75+ within the next five years;
• Current Local Forecast Maintenance & Rehabilitation (FMR) recommendations should be followed as shown in Section IV of this report;
• Develop a proactive fiscal and planned approach to identify Local overlay projects based on the deterioration modeling within MicroPAVER;
• Increase Local revenues at the levels shown within the Section IV Forecast Maintenance/Rehabilitation (FMR) Report for a minimum of five years to generate the results identified within this report;
• Reassess/re-evaluate the Local rehabilitation budget programs every two years to improve on budget forecasts for 2026-27 and beyond to ensure the results shown in Table 5; • Perform pavement inspections on the Local network every three years to build a solid planning model within MicroPAVER/MyRoads® to track PCI deterioration; • Demonstrated budget shown in Table 5 is sufficient to improve the Local weighted PCI as it includes necessary increased overlay funding. Additionally, the citywide deferred maintenance decreases from a level of $11.3 million to $2.9 million after five years; o Unique budget scenarios created in MicroPAVER calculate annual deferred maintenance amounts based on the available/projected budget applied and section SF’s that fall within preventive, slurry seal, overlay and reconstruction PCI ranges; • Bucknam recommends that the City allocates budget for overlay rehabilitations at the levels shown in Table 5 in order to improve upon the conditions found today as well as greatly reduce the impact of deferred maintenance across the City.

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Final Report – January 20, 2026 Section II

SECTION II
PAVEMENT MANAGEMENT PROGRAM – CAPITAL IMPROVEMENT PROGRAM Bucknam performed the following services in accordance with the scope of services that was contracted with the City of Signal Hill. As a quick overview, the following tasks were performed to complete the work over the past several months:
2025 Pavement Management Work Efforts:

Task 1: Project Kickoff-Data Management
Task 2: Update of Maintenance Activities
Task 3: Pavement Condition Survey (approx. 36.3 miles)
Task 4: Budgetary Analysis and Capital Improvement Reports Task 5: Executive Summary and Final CIP Reports
Task 6: Mapping of the Pavement Network
A. PAVEMENT MANAGEMENT PROGRAM SCOPE OF WORK
As a part of the 2025 update of the pavement management program, a major element of work was to complete a comprehensive assessment of the existing street network and PMP data within the City. This included assessing the City’s existing 2022 PMP database, GIS centerline, street naming conventions and work history information. From there, Bucknam worked with the City to confirm public and private street listings which set the foundation for accurate CIP reporting. All data was then updated into the City’s current MicroPAVER database.

Work history information was provided by the City in the form of institutional knowledge, Adobe file, maps and Excel documents. This information was entered into the proper pavement segments that match the limits of those projects. From there, CIP pavement recommendations were performed (discussed and demonstrated below) where the pavement maintenance / rehabilitation information the City provided (PMP material practices, unit costs, and capital budgets) were used to generate recommendations through the MicroPAVER system.

Table 6 demonstrates PCI ranges utilized within MicroPAVER. Once a pavement inspection is complete, a PCI is calculated for each pavement section. Each PCI calculated falls within a defined PCI range category (Very Good, Poor, etc.). Furthermore, a weighted PCI was calculated for the each functional class within the network (arterials, locals, alleys).

The PCI is a condition rating that ranges from 100 (a new pavement section or recently overlaid or reconstructed) to 0 for a section that has structurally failed and deteriorated dramatically. Weighted average PCI of a given area/zone equals the pavement section’s PCI multiplied by its own area and divided by the total square footage of the given area/zone. This information can also be represented through MicroPAVER to show how much square footage or percentage of area falls within a PCI range category.

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2025 Pavement Management Program
Final Report – January 20, 2026 Section II

PCI RANGE CONDITION
86-100 Excellent
71-85 Very Good (Signal Hill Network 2025 = 72.7)
56-70 Good
41-55 Fair
26-40 Poor
11-25 Very Poor
0-10 Failed
Table 6 - PCI Range
These condition ranges are defined by the Army Corps of Engineers and defaulted within the MicroPAVER software. The summary of all roads condition data and their representative PCI's can been seen in the Pavement Condition Report in Section III.

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Final Report – January 20, 2026 Section II
B. MAINTENANCE / REHABILITATION STRATEGY ASSIGNMENTS
The City was requested to provide a pavement maintenance list that demonstrated what pavement applications were currently being used and to provide their associated unit costs; from there a Maintenance / Rehabilitation Strategy Assignment table was defined within the system that provided recommended actions to the specific repair needs of a street or a grouping of streets.

Maintenance / Rehabilitation Strategy Assignments
Table 7 – Maintenance / Rehabilitation Strategy Assignments The Maintenance / Rehabilitation Strategy Assignments, shown in Table 7, was developed to identify the most critical segments in each of the work programs (Arterial, Collector and Local). Segment priorities were established by determining the range of PCI's requiring first attention based on the relative value of each segment’s PCI, thus maximizing the annual maintenance budget. Also, distress quantity, area extent, type and severity were critical elements in the decision process for recommending maintenance. The assignment table is used as a guide within MicroPAVER to recommend maintenance, however, further assessment by City staff and/or outside parties can override maintenance/rehabilitation recommendations. This can be done by reviewing and assessing distress extents and their weighted percentages.

Once the strategy assignments were set within the system, budgets and work assignments were generated for each work program on an annual basis. Using pavement deterioration curves for each type of pavement surface and class of road, both current year and future years work requirements for each pavement segment within the City were determined. In forecasting the maintenance requirements in future years, the current PCI value is reduced annually for each pavement segment based on the MicroPAVER deterioration curves within the City’s database.

Likewise, maintenance activities performed in a given year increase the PCI value as they are applied to the segment. The overall program is dynamic in that each strategy consists of a cyclic series of actions that simulates the pavement anticipated life cycle.

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Final Report – January 20, 2026 Section II
Strategy Assignment Notes

1. Unit cost values were assessed and reviewed by City staff and benchmarked with neighboring LA County cities;

2. 25% contingency costs were applied to pavement material costs; additional soft costs that were not included were:
a. Mobilization / demobilization
b. Right-of-way improvements
c. Curb & gutter improvements
d. ADA ramp improvement
e. Utility improvement
f. Tree removals

3. Bucknam applied a 4% inflation rate on the annual budget within forecast maintenance & rehabilitation projections (Section IV)
Figure 4 – Sample Pavement Life Cycle / Deterioration Rate City of Signal Hill, CA Page 17
2025 Pavement Management Program
Final Report – January 20, 2026 Section II
C. MULTI-YEAR ANNUAL WORK PROGRAM RECOMMENDATIONS
The goal of these projections is to assist City policy makers in utilizing the recommendations of the MicroPAVER system. By using the City of Signal Hill’s current budgets and maintenance practices the system will develop “section unique” improvements and strategies. Each segment will be tied to a specific fiscal year. As shown in the following pages, we have assessed the budgets that have been projected to meet the maintenance and rehabilitations needed to maximize the City’s return on investment. The budget forecasting goal for the City network focused on:
• Establishing a proactive multi-year Maintenance & Rehabilitation Program; • Developing a preventive maintenance program; and
• Selecting the most cost-effective repairs based on City strategies ACTUAL BUDGET – The Actual budget was generated for the City to demonstrate how the $5 Million/5yr budget allocation performs against the current citywide conditions.

The City’s annual potential/planned budget is funded through the following sources:
• Gas Tax
• SB1
• Measure R
• Measure M (Potential reimbursement revenue to payback Street Bonds) • CIP Reserves
• Proposition C
INCREASE PCI TO 80 BUDGET – A “Increase PCI to 80” budget was generated for the City to demonstrate what level of annual Public Works maintenance and rehabilitation CIP funding is necessary to increase the citywide weighted PCI to 80 by FY 2030.
*All multi-year budget projections include a 4% inflation rate for the term of the budget forecast.

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ARTERIAL-COLLECTOR / LOCAL

BUDGET PROJECTIONS
The annual projected revenues shown below only account for the cost of pavement maintenance and rehabilitation activities. A 25% contingency was applied to the pavement costs. Additional soft costs not included within the cost of pavement maintenance / rehabilitation include:
• Mobilization / demobilization
• Right-of-way improvements
• Curb & gutter improvements
• ADA ramp improvement
• Utility improvement
• Design, construction management, inspection, testing
• Tree removals
City of Signal Hill, CA Page 19
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Final Report – January 20, 2026 Section II
ACTUAL $1.8 MILLION / YR BUDGET PROGRAM (FIVE YEAR MODEL) The first key step in developing a proactive PMP is to model the City’s existing conditions against a projected and/or available budgets. In doing this, PCI performance, deferred maintenance and pavement application uses are able to benchmark and demonstrate in a positive or negative result. With the City striving to show proactive maintenance across all City pavements and neighborhoods, a budget program was generated to show the greatest return on investment through the application of slurry seal, cape seal, grind & overlay and alternative overlay maintenance. Bucknam utilized the City’s $9.0 million/5yr budget to establish a benchmark scenario for pavement funding; the City reviewed current 2025 “benchmarked” unit costs from surrounding local agencies to develop this five-year scenario.

The “Actual Budget” program incorporates pavement sections that have a functional class of Arterial (A), Collector (B, C) and Local (E).

Table 8 – Resulting Conditions Based Upon Actual Budget (FY 2026-2030) Referring to Table 8, it is noted that the weighted PCI increases annually through the five-year projection (72.7 to 79.0). If the City utilizes an average annual budget of $1,790,000/yr for slurry, overlay, and reconstruction projects as shown above, the overall conditions will sustain at today’s conditions and the City will see a decrease in the amount of deferred maintenance ($5.7 million over five years). These results should be monitored as the City’s performs major rehabilitation over the next several years.

Due to the fact that the arterial network has a 10-point higher weighted PCI average than the Local system, we recommend that increased Local funding should be the focus for FY 2026-27 through FY 2029-30. This would result in a higher citywide weighted PCI by FY 2030. We recommend that annual funding levels be appropriated at 70% Locals/Collectors and 30% Arterials over the next five years. This will generate a balanced PCI for all networks by FY 2030-31.

City of Signal Hill, CA Page 20
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Final Report – January 20, 2026 Section II
Figure 5 – Resulting Network PCI (Actual $9.0 Million/5 Yr Budget) City of Signal Hill, CA Page 21
2025 Pavement Management Program
Final Report – January 20, 2026 Section II
INCREASE PCI TO 80 PROGRAM (FIVE YEAR MODEL)
With the City striving to show proactive rehabilitation across all qualifying pavements, the annual $2.5 Million budget program was applied to current conditions to show the potential return on investment.

Building upon the short falls of the previous reporting model we increased the amount of funding available for overlay/rehabilitation efforts and focused our recommendations within geographic zones/neighborhoods.

This program incorporates pavement sections that have a functional class of Arterial (A, C) and Local (L).

Table 9 – Necessary Funding to Increase PCI to 80
Referring to Table 9, it is noted that the weighted PCI increases proactively through the five-year projection (72.7 to 80.9). Additionally, the annual deferred maintenance total decreases from $11.3 million to $2.9 million at the end of the five-years. If the City utilizes an average annual budget of $2,439,000/yr for slurry, overlay, and reconstruction maintenance as shown above, the City will be able to “increase” the current conditions and will continue to see an ample decrease in deferred maintenance (mostly overlay maintenance) by fiscal year 2030-31.

We recommend that a stronger focus be placed on the Local network improvements due to the fact that the Local network conditions are ten (10) PCI points lower than the Arterials. We still recommend consistent maintenance to the arterial network (i.e. localized patching, ARHM) through the use of awarded SB 1. Proposition C and Measure R funds. But again, with the Local network showing a higher degree of negative results, a new focus for neighborhood area maintenance and proactive overlays should be considered.

The resulting “increase of the weighted PCI” shown above for the entire network demonstrates how applying adequate capital funds to specific areas of the network allows the City’s pavement conditions to increase at a rate that is conducive to a successful PMP. Additionally, even with the limited budget, the City should continue to implement localized maintenance (i.e. alternative High Density Mineral Bond (HDMB) applications, deep patching, leveling courses, crack sealing, etc.) prior to any major slurry seal and/or overlay maintenance. By performing stop gap measures to individual pavement sections prior to conventional slurry and overlay applications the overall performance of the sections condition sustain itself longer than if no stop gap maintenance was performed.

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Figure 6 – Resulting Network PCI (Increase PCI to 80 Budget) The City should consider establishing a Local slurry/cape seal maintenance “neighborhood” strategy for several reasons. First, preventive maintenance applications applied five plus (5+) years after rehabilitation, like those mentioned above, will help to sustain high levels of condition while reducing annual expenditures. Secondly, with a citywide maintenance neighborhood methodology established, four beneficial impacts occur:
1) Planned / Maintenance areas are addressed through a multi-yr maintenance cycle which creates a dedicated project schedule for City staff and constituent inquiries; 2) Deferred overlay maintenance can be addressed in a more effective manner due to accrued savings of revenues (reduced construction logistical costs, volume-based costs, etc.) 3) A preventive maintenance strategy is more cost-effective in a long-term PMP rather than implementing a maintenance approach that addresses only the “worst-first” streets. 4) All maintenance alternatives are available due to the increased funding and focused maintenance per year.

The Local maintenance model that has been developed can be used as a benchmark to monitor the City’s annual budget allocations as the network continues to mature and age; the proper amount of funding for overlay maintenance needs to be the City’s highest priority.

Again, it is recommended that the City continue to monitor the deterioration rates for the applications of Grind & Overlay, Cape Seal and Type II slurry seal to ensure the City is generating the greatest return-oninvestment and extend life-cycles; this should be done through frequent inspections and deterioration studies.

City of Signal Hill, CA Page 23
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Final Report – January 20, 2026 Section II

PAVEMENT MANAGEMENT PROGRAM REPORTS
In addition to the annual budget scenario, this report contains a comprehensive and complementary assemblage of pavement management reports ranging from summary reports to annual maintenance and rehabilitation schedules (Forecasted Maintenance Report, Section IV). Collectively as well as individually, the reports represent reasonable projections of pavement maintenance needs and performance based on visual condition assessments, unit cost estimates, and pavement deterioration models.

It is important to note that pavement segment dimensions and surface area (recorded during the 2022 inspections), along with the action and repair costs, as presented within the reports are accurate within tolerable limits. This is noteworthy due to the "implied" accuracy of reporting length and width to the nearest foot, surface area to the nearest square foot, and action and repair unit costs and project estimates to the nearest penny and dollar, respectively.

NEXT STEPS
As with any infrastructure management software program, time investments need to be made by key Public Works staff to maintain the integrity of the data as well as the accuracy. Bucknam can perform training sessions in the use of the MicroPAVER system and demonstrate how to generate standard maintenance reports to assist City staff in developing yearly budgets, project level analysis, and CIP projections. This will be key to future staff management of the pavement program and reporting. City personnel need to maintain their commitment to the preventive maintenance system, while working toward reducing the City's present backlog of rehabilitation projects.

In order to ensure that report outputs are accurate and credible, it is essential that the integrity of all data files be maintained. This will require performing all necessary updates when changes are made to scheduling scenarios, unit cost information, historical data, etc. In addition, the entire pavement network will have to be re-inventoried at regular intervals. This typically includes surveying arterial and collectors every two years and Locals every three. One recommendation the City may consider to keep the program “managed” is:
• Survey arterials every two years; and
• Survey Locals every three years
This will not only allow work to be scheduled based on the most current condition data available, but will provide City personnel with a means to monitor actual rates of pavement deterioration so appropriate modifications can be made to the system curves. To be compliant with the METRO requirements, the City must generate a triennial Arterial and Collector network pavement management report indicating condition ratings.

Bucknam will be supporting the City with staff level support to assist in the continuous updates with the MicroPAVER system. This will include work history updates, generating reports from the system, unit cost updates, and future inspections.

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Final Report – January 20, 2026 Section II

CONDITION DISTRIBUTION REPORT
This report graphically depicts the distribution of the pavement condition throughout the street network by area.

The condition scheme ranges from “Excellent” to “Failed”; with a “Excellent” condition corresponding to a pavement at the beginning of its life cycle, and a “Failed” condition representing a badly deteriorated pavement with virtually no remaining life.

The table below shows the general description for each pavement condition:

Condition Description – PCI Range – Description
2025 City of Signal Hill weighted average PCI is 72.7 (Very Good).

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Final Report – January 20, 2026 Section II

CALCULATION OF PCI
In order to calculate a Pavement Condition Index (PCI) value within MicroPAVER, specific street section data needs to be inputted into MicroPAVER to define the survey limits, asphalt types, pavement age and metrics. Pavement “sections” are pavement segments within the defined branch that have consistent pavement street classifications, construction/maintenance histories and use. Representative inspection samples are then selected and visually surveyed to locate distress data. This data is used to calculate the pavement sections Pavement Condition Index (PCI) which includes distress type, extent of the distress and its severity.

The PCI is a condition rating that ranges from 100 (pavement section that is in perfect condition) to 0 for a section that has structurally failed and deteriorated dramatically. The PCI is calculated from three major data entries from our inspectors:

1. Distress Type (one of 20 AC or 19 PCC types); these include alligator cracking, bleeding, block cracking, corrugations, depressions, long/trans cracking, patch/utility cut, potholes, rutting, weathering, raveling, etc.

2. Distress Quantity (the square footage, length or count of a specific distress)

3. Distress Severity (the level of severity determined for each distress found; low, medium or high)
Figure 7 – PCI Calculation Worksheet
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Final Report – January 20, 2026 Section II
D. CITY OF SIGNAL HILL MYROADS® PMP WEB-PORTAL
Signal Hill MyRoads® Web-Portal – Bucknam’s MyRoads® is a great match for the Signal Hill’s PMP today and the future. MyRoads® brings your PMP data to life within a dynamic PMP dashboard! Bucknam now provides all our PMP clients with a unique and agency driven “MyRoads®” web-portal that provides instantaneous access to your pavement management database. This “dashboard” allows users to toggle through individual sections via GIS mapping selections, zone queries, rank selection, PCI ranges, etc. to review all section metrics, latest/previous inspections, work histories generate filtered PCI reports and identify potential maintenance / rehabilitation costs based upon your unique needs.

Bucknam has shown above a current MyRoads® account actively working! This tool will be accessed by City staff simply through a Username/Password methodology. As changes are made to the Signal Hill PMP database the MyRoads® dataset is changed to reflect work history edits, PCI inspections and section changes.

In summary, MyRoads® allows the user perform the following PMP functions:
• Query specific pavement segment(s) to view current/historic PCI, work history inspection; • Filter for pavement sections within a defined zone, PCI range and/or functional class; • Select a pavement section or grouping of section through the on-board GIS tool; • Enter slurry, overlay & reconstruction unit costs to determine preliminary cost of maintenance and resulting citywide PCI
o Display critical street / sidewalk / ROW assets along pavement section(s) that are critical to Engineering Bid development and solicitation (ADA ramps, utilities, manholes, trees, etc.
• Displays all final GIS project maps (PCI, work history, 5-yr forecasted maintenance, etc.) • Bucknam will train Signal Hill’s staff on the simply use of the MyRoads® dashboard.

Figure 8 – Signal Hill MyRoads® PMP Web-Portal
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Final Report – January 20, 2026 Section II

Figure 9 – Arterial Condition Distribution
Figure 10 – Local Condition Distribution
City of Signal Hill, CA Page 28
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Final Report – January 20, 2026 Section III

SECTION III

CITYWIDE

PAVEMENT CONDITION INDEX REPORT
A. PCI Reports – Data Definitions
B. 2025 Signal Hill PCI Map
C. Name Order (A to Z)
D. PCI Order (0-100)
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Final Report – January 20, 2026 Section III
A. PAVEMENT CONDITION INDEX REPORTS – DATA DEFINITIONS
Listed alphabetically by street name or PCI, this report provides the City with a listing of pertinent inventory and pavement condition data for each inventory unit within the City's pavement network. The Pavement Condition Index (PCI) Report notes the names, limits, classification, dimension, surface type, and lane configuration of each inventory unit.

Detailed descriptions of the information appearing on this report are presented below:

BRANCH NAME - The name of each inventory unit appears in this column. Generally, the inventory unit name is taken directly from a street sign; however, where no street signs are posted, the name appearing on the network map is noted instead.

A sample set of street name suffix abbreviation definitions is presented below:

AVE - Avenue CT - Court CIR - Circle
DR - Drive LN - Lane RD - Road
ST - Street WY - Way EB - East Bound
NB - North Bound SB - South Bound WB - West Bound
TER - Terrace PL - Place
FROM - A description of the beginning limit of each inventory unit appears in this column. If the beginning limit exists between intersections, then the beginning limit description may be an address, post mile marker, or a distance from a known point of reference (e.g., "500' N/MAIN ST").

TO - A description of the ending limit of each inventory unit appears in this column. Like BEGIN limit, the END limit description may consist of a street name, an address, or a distance from a known point of reference. In the case of cul-de-sacs, or dead-ends, the END limit consists of and address, or a directional reference, such as "NORTH END," when no address is available.

STREET CLASSIFICATION - The codes for four street classifications are represented below. Basically, units are classified according the LA County MPAH and City classifications.

CODE DESCRIPTION
A Primary Arterial
B Arterial
C Collector / Secondary
E Local
SURFACE TYPE - A code was assigned to each inventory unit to describe surface type.

CODE DESCRIPTION
AC Asphalt Concrete
PCC Concrete
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Final Report – January 20, 2026 Section III
LENGTH - The length of the section within each section.

WIDTH – The width of the section within each section (edge of pavement to edge of pavement).

AREA - The true area of each section within a branch.

PCI - Pavement Condition Indices were calculated for inventory units based on severity and extent of distress manifestations observed within the inventory unit. Ranging between 0 and 100, a PCI of "100" corresponds to a pavement at the beginning of its life cycle, while a PCI of "0" corresponds to a badly deteriorated pavement which is at or near the end of its life cycle.

PCI CLIMATE, LOAD AND OTHER – reflects “Section Extrapolated Distress”; these values are shown within the Sample Distresses tab within the PCI window. Distresses are aggregated based on the type and severity level. For random samples, distress quantities are adjusted to reflect the extrapolated value based on the sections total area. Extrapolated distress deducts are classified as resulting from Climate, Load and Other distresses. The Distress Classification portion of the tab shows the “percent” of extrapolated distress deduct belonging to Climate, Load and Other (these %’s are shown within the PCI reports herein). These values are beneficial in that they support the decision whether to recommend slurry seal, overlay or reconstruction project for street sections.

INSPECTION DATE – Represents the most recent inspection date performed on a given sections. PCI shown is historical in value and may not indicate what “today’s” PCI is due to variance in time. Pavement deterioration calculations can be performed on a section(s) to demonstrate a deteriorated PCI based upon a new current date.

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Final Report – January 20, 2026 Section III
Figure 11 – Signal Hill 2025 PCI Map
City of Signal Hill, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name Order (A-Z)
Branch ID Sec ID Name From To Rank Surface Type Lanes L W Area PCI Load % Climate % Other % Insp. Date Work History Type Work Date Arterials / Collectors
15 12 21ST ST ALAMITOS AVE CHERRY AVE C AC 2 529 36 22,140 83 15 85 0 12/11/25 Surface Treatment - Slurry Seal 10/16/22 15 13 21ST ST CHERRY AVE JUNIPERO AVE C AC 2 1,259 36 39,246 77 28 58 14 12/11/25 Surface Treatment - Slurry Seal 10/16/22 15 14 21ST ST JUNIPERO AVE TEMPLE AVE C AC 2 1,579 36 61,782 77 25 72 3 12/11/25 Pothole Repair - AC 8/13/23 19 30 28TH ST CHERRY AVE JUNIPERO AVE B AC 2 1,282 37 49,610 81 57 43 0 12/4/25 New Construction - AC 1/1/80 19 33 28TH ST JUNIPERO AVE TEMPLE AVE B AC 2 1,235 61 73,161 35 48 40 12 12/4/25 New Construction - AC 1/1/80 19 34 28TH ST ORANGE AVE GUNDRY AVE B AC 2 610 39 27,622 30 65 29 6 12/4/25 Pothole Repair - AC 6/13/23 19 35 28TH ST GUNDRY AVE WALNUT AVE B AC 2 610 40 31,740 40 57 36 7 12/4/25 New Construction - AC 1/1/80 19 36 28TH ST WALNUT AVE CHERRY AVE B AAC 4 1,250 60 71,880 88 64 16 20 12/4/25 Overlay - AC Structural 10/31/16 1 48 ALAMITOS AVE 20TH ST 21ST ST B AC 2 675 39 27,200 77 7 92 1 12/17/25 Surface Treatment - Slurry Seal 10/16/22 23 52 BURNETT ST CALIFORNIA AVE ORANGE AVE B AC 2 1,263 33 41,521 79 48 42 10 12/4/25 New Construction - AC 1/1/80 23 53 BURNETT ST ORANGE AVE WALNUT AVE B AC 2 1,244 40 46,387 42 63 27 10 12/4/25 New Construction - AC 1/1/80 23 54 BURNETT ST WALNUT AVE CHERRY AVE B AC 2 1,254 38 45,214 49 36 44 20 12/4/25 New Construction - AC 1/1/80 4 260 CALIFORNIA AVE 28TH ST WILLOW ST B AAC 2 1,267 34 52,196 71 67 18 15 12/3/25 Pothole Repair - AC 11/13/24 4 55 CALIFORNIA AVE 33RD ST 405 BRIDGE B AC 2 821 38 33,822 83 0 41 59 12/3/25 New Construction - AC 1/1/80 4 56 CALIFORNIA AVE CITY LIMITS 33RD ST B AC 2 536 36 21,446 86 0 78 22 12/3/25 New Construction - AC 1/1/80 4 57 CALIFORNIA AVE WILLOW ST CITY LIMITS B AC 2 1,557 47 60,185 70 48 40 12 12/3/25 New Construction - AC 1/1/80 4 58 CALIFORNIA AVE 405 BRIDGE SPRING ST B AC 2 774 40 33,507 44 29 61 10 12/3/25 New Construction - AC 1/1/80 4 59 CALIFORNIA AVE SPRING ST 28TH ST B AC 2 1,304 34 47,327 100 0 0 0 12/3/25 Pothole Repair - AC 10/15/25 6 65 CHERRY AVE BURNETT ST HILL ST A AAC 2 1,244 33 43,483 100 0 0 0 11/25/25 Overlay - AC Structural 5/30/24 6 66 CHERRY AVE HILL ST BURNETT ST A AC 2 1,275 30 44,506 100 0 0 0 11/25/25 New Construction - AC 1/1/80 6 67 CHERRY AVE 21ST ST 20TH ST A AC 2 648 30 24,808 76 22 78 0 11/25/25 New Construction - AC 1/1/80 6 68 CHERRY AVE 20TH ST 21ST ST A AC 2 650 31 28,191 74 16 84 0 11/25/25 New Construction - AC 1/1/80 6 69 CHERRY AVE 20TH ST 19TH ST A AC 2 626 34 29,198 97 0 80 20 11/25/25 Complete Reconstruction - AC 10/31/15 6 70 CHERRY AVE 19TH ST 20TH ST A AAC 2 606 36 19,973 92 52 48 0 11/25/25 Overlay - AC Structural 10/31/15 6 71 CHERRY AVE HILL ST 21ST ST A AC 2 609 33 24,052 78 0 100 0 11/25/25 New Construction - AC 1/1/80 6 72 CHERRY AVE 21ST ST HILL ST A AC 2 584 31 24,684 76 0 100 0 11/25/25 New Construction - AC 1/1/80 6 73 CHERRY AVE SPRING ST 28TH ST A AC 2 1,216 32 48,459 70 23 65 12 11/25/25 New Construction - AC 1/1/80 6 74 CHERRY AVE 28TH ST SPRING ST A AC 2 1,221 32 53,692 79 20 80 0 11/25/25 New Construction - AC 1/1/80 6 75 CHERRY AVE 28TH ST WILLOW ST A AC 3 1,278 40 52,041 77 27 54 19 11/25/25 New Construction - AC 1/1/80 6 76 CHERRY AVE WILLOW ST 28TH ST A AC 3 1,278 40 49,394 64 27 73 0 11/25/25 New Construction - AC 1/1/80 6 77 CHERRY AVE WILLOW ST BURNETT ST A AC 2 1,258 31 47,098 78 34 66 0 11/25/25 Pothole Repair - AC 11/13/25 6 78 CHERRY AVE BURNETT ST WILLOW ST A AC 2 1,258 31 51,039 79 0 100 0 11/25/25 New Construction - AC 1/1/80 27 116 HILL ST OBISPO AVE REDONDO AVE B AC 2 883 44 51,431 82 0 100 0 11/25/25 New Construction - AC 1/1/80 27 120 HILL ST TEMPLE AVE OBISPO AVE B AC 1 1,234 11 22,578 87 0 100 0 11/25/25 New Construction - AC 1/1/80 27 121 HILL ST OBISPO AVE TEMPLE AVE B AC 1 1,233 16 22,915 74 66 29 5 11/25/25 New Construction - AC 1/1/80 27 122 HILL ST ORANGE AVE WALNUT AVE B AC 2 1,239 33 43,852 65 15 69 16 12/3/25 Pothole Repair - AC 9/13/24 27 123 HILL ST WALNUT AVE CHERRY AVE B AC 2 1,244 33 43,687 91 27 19 54 12/3/25 New Construction - AC 1/1/80 47 127 JUNIPERO AVE 20TH ST 19TH ST C AC 2 602 32 21,410 73 32 49 19 12/11/25 Surface Treatment - Slurry Seal 10/31/21 47 128 JUNIPERO AVE 19TH ST PCH C AC 2 581 32 19,864 78 17 61 22 12/11/25 Surface Treatment - Slurry Seal 10/31/21 47 130 JUNIPERO AVE 21ST ST 20TH ST C AC 2 600 30 19,530 84 18 82 0 12/11/25 Surface Treatment - Slurry Seal 10/31/21 47 133 JUNIPERO AVE SPRING ST 28TH ST B AC 2 1,237 60 69,127 40 50 38 12 12/11/25 New Construction - AC 1/1/80 58 157 OBISPO AVE TEMPLE AVE HILL ST B AC 2 2,271 25 67,715 53 62 34 4 11/18/25 New Construction - AC 1/1/80 58 158 OBISPO AVE HILL ST TEMPLE AVE B AC 2 2,271 21 68,151 56 43 54 3 11/18/25 New Construction - AC 1/1/80 58 159 OBISPO AVE 20TH ST PCH C AC 2 1,227 60 74,957 51 49 38 13 12/11/25 New Construction - AC 1/1/80 61 165 ORANGE AVE 33RD ST 405 BRIDGE B AC 2 835 45 37,672 83 30 59 11 12/4/25 Surface Treatment - Slurry Seal 10/16/22 61 166 ORANGE AVE 405 BRIDGE 405 S ON RAMP B AC 0 118 51 7,702 42 53 35 12 12/11/25 Surface Treatment - Slurry Seal 6/16/21 61 167 ORANGE AVE CITY LIMITS 33RD ST B AC 2 537 44 24,547 82 31 69 0 12/4/25 Surface Treatment - Slurry Seal 10/16/22 61 168 ORANGE AVE WILLOW ST 25TH ST B AAC 2 687 42 35,912 81 0 100 0 12/3/25 Pothole Repair - AC 11/13/25 61 169 ORANGE AVE 25TH ST BURNETT ST B AAC 2 630 46 30,965 85 0 100 0 12/3/25 Overlay - AC Structural 1/1/18 61 170 ORANGE AVE BURNETT ST 23RD ST B AAC 2 637 46 30,557 83 0 100 0 12/3/25 Overlay - AC Structural 1/1/19 61 171 ORANGE AVE 23RD ST HILL ST B AAC 2 616 47 30,169 84 4 96 0 12/3/25 Overlay - AC Structural 1/1/19 61 172 ORANGE AVE 29TH ST WILLOW ST B AAC 2 1,962 47 98,910 80 29 71 0 12/3/25 Overlay - AC Structural 1/1/18

City of Signal Hill, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name Order (A-Z)
Branch ID Sec ID Name From To Rank Surface Type Lanes L W Area PCI Load % Climate % Other % Insp. Date Work History Type Work Date 61 173 ORANGE AVE SPRING ST 29TH ST B AAC 3 590 65 46,887 77 0 100 0 12/3/25 Overlay - AC Structural 1/1/18 65 187 REDONDO AVE 19TH ST PCH A AC 4 615 67 46,161 52 43 53 4 12/11/25 Pothole Repair - AC 3/13/25 65 188 REDONDO AVE 19TH ST CITY LIMITS A AC 4 92 70 12,054 50 57 36 7 12/11/25 Pothole Repair - AC 3/13/25 70 194 SKYLINE DR DAWSON AVE PANORAMA DR B AC 2 1,771 36 69,488 84 38 62 0 12/11/25 New Construction - AC 1/1/80 70 195 SKYLINE DR CHERRY AVE DAWSON AVE B AC 2 1,406 35 51,714 54 38 59 3 12/11/25 Pothole Repair - AC 11/13/24 31 196 SPRING ST CALIFORNIA AVE E/TO CITY LIMIT A AAC 2 627 33 25,135 88 0 96 4 11/25/25 Overlay - AC Structural 11/13/21 31 197 SPRING ST EAST CITY LIMIT CALIFORNIA AVE A AAC 2 627 33 29,630 68 68 28 4 11/25/25 Overlay - AC Structural 11/13/21 31 198 SPRING ST CHERRY AVE JUNIPERO AVE A AAC 2 1,277 40 55,123 100 0 0 0 11/25/25 Overlay - AC Structural 11/30/22 31 199 SPRING ST JUNIPERO AVE CHERRY AVE A AAC 2 1,283 47 63,232 100 0 0 0 11/25/25 Overlay - AC Structural 11/30/22 31 200 SPRING ST ORANGE AVE WALNUT AVE A AAC 2 1,222 33 49,919 100 0 0 0 11/25/25 Overlay - AC Structural 11/30/22 31 201 SPRING ST WALNUT AVE ORANGE AVE A AAC 2 1,222 34 53,043 96 0 100 0 11/25/25 Overlay - AC Structural 11/30/22 31 202 SPRING ST WALNUT AVE CHERRY AVE A AAC 2 1,324 40 51,581 100 0 0 0 11/25/25 Overlay - AC Structural 11/30/22 31 203 SPRING ST CHERRY AVE WALNUT AVE A AAC 2 1,326 40 52,635 100 0 0 0 11/25/25 Overlay - AC Structural 11/30/22 31 204 SPRING ST CITY LIMITS CALIFORNIA AVE A AAC 2 1,185 33 46,354 89 0 41 59 11/25/25 Overlay - AC Structural 11/13/22 31 205 SPRING ST CALIFORNIA AVE PCC A AAC 2 1,007 32 43,179 91 0 76 24 11/25/25 Overlay - AC Structural 11/13/21 31 206 SPRING ST AC CITY LIMITS A PCC 4 130 45 5,259 92 0 100 0 12/11/25 New Construction - PCC 1/1/80 73 219 TEMPLE AVE PANORAMA DR HILL ST B AC 2 465 40 19,065 76 26 74 0 12/11/25 New Construction - AC 1/1/80 73 220 TEMPLE AVE HILL ST 21ST ST B AC 2 610 36 23,767 70 44 51 5 12/11/25 New Construction - AC 1/1/80 73 221 TEMPLE AVE 21ST ST 19TH ST B AC 2 1,257 36 49,310 81 0 77 23 12/11/25 New Construction - AC 1/1/80 73 222 TEMPLE AVE 19TH ST PCH B AC 2 592 37 23,588 89 34 66 0 12/11/25 Pothole Repair - AC 11/13/25 73 223 TEMPLE AVE WILLOW ST OBISPO AVE B AAC 2 826 71 30,028 88 0 100 0 11/18/25 Pothole Repair - AC 11/13/24 73 224 TEMPLE AVE OBISPO AVE WILLOW ST B AAC 2 826 71 32,310 89 22 78 0 11/18/25 Overlay - AC Structural 10/31/21 73 225 TEMPLE AVE 28TH ST WILLOW ST B AAC 2 1,290 35 46,766 88 0 93 7 11/18/25 Pothole Repair - AC 11/13/25 73 226 TEMPLE AVE WILLOW ST 28TH ST B AAC 2 1,285 36 52,655 91 48 52 0 11/18/25 Overlay - AC Structural 10/31/21 73 227 TEMPLE AVE 405 BRIDGE 29TH ST B AAC 2 240 33 8,916 95 0 100 0 11/18/25 Overlay - AC Structural 6/16/21 73 228 TEMPLE AVE 29TH ST 405 BRIDGE B AAC 2 220 27 7,011 88 0 100 0 11/18/25 Overlay - AC Structural 6/16/21 73 229 TEMPLE AVE 29TH ST 28TH ST B AAC 2 430 40 15,349 92 0 58 42 11/18/25 Overlay - AC Structural 6/23/21 73 230 TEMPLE AVE 28TH ST 29TH ST B AAC 2 425 40 19,522 94 0 100 0 11/18/25 Overlay - AC Structural 6/16/21 75 236 WALNUT AVE SPRING ST 29TH ST B AC 2 582 46 31,901 76 44 41 15 12/3/25 New Construction - AC 1/1/80 75 237 WALNUT AVE 29TH ST 28TH ST B AC 2 600 46 30,555 91 0 91 9 12/3/25 New Construction - AC 1/1/80 75 238 WALNUT AVE 28TH ST WILLOW ST B AC 2 1,250 38 60,009 87 6 46 48 12/3/25 Pothole Repair - AC 11/13/23 75 239 WALNUT AVE WILLOW ST BURNETT ST B AC 2 1,216 47 65,769 74 74 21 5 12/3/25 New Construction - AC 1/1/80 75 240 WALNUT AVE BURNETT AVE 23RD ST B AC 2 616 37 30,231 92 0 100 0 12/3/25 New Construction - AC 1/1/80 75 241 WALNUT AVE 23RD ST HILL ST B AC 2 600 48 31,439 97 0 63 37 12/3/25 New Construction - AC 1/1/80 75 242 WALNUT AVE HILL ST CITY LIMITS B AC 2 1,073 37 37,646 46 38 57 5 12/3/25 Pothole Repair - AC 8/13/23 75 243 WALNUT AVE WARDLOW RD 33RD ST B AC 2 593 37 22,269 50 43 53 4 12/11/25 New Construction - AC 1/1/80 75 244 WALNUT AVE 33RD ST 32ND ST B AC 2 616 55 36,313 33 48 37 15 12/11/25 Pothole Repair - AC 11/13/23 35 246 WILLOW ST CITY LIMITS CALIFORNIA AVE A AAC 3 1,243 34 47,381 83 11 53 36 11/18/25 Pothole Repair - AC 11/13/25 35 247 WILLOW ST CALIFORNIA AVE CITY LIMITS A AAC 3 1,218 34 47,014 85 0 83 17 11/18/25 Overlay - AC Structural 10/31/16 35 248 WILLOW ST CALIFORNIA AVE ORANGE AVE A AAC 3 1,233 35 50,202 89 0 83 17 11/18/25 Overlay - AC Structural 10/31/16 35 249 WILLOW ST ORANGE AVE CALIFORNIA AVE A AAC 3 1,231 34 55,848 91 0 100 0 11/18/25 Overlay - AC Structural 10/31/16 35 250 WILLOW ST ORANGE AVE WALNUT AVE A AAC 3 1,314 35 52,528 98 0 100 0 11/18/25 Overlay - AC Structural 10/31/16 35 251 WILLOW ST WALNUT AVE ORANGE AVE A AAC 3 1,319 35 52,361 94 0 62 38 11/18/25 Overlay - AC Structural 10/31/16 35 252 WILLOW ST WALNUT AVE CHERRY AVE A AAC 3 1,335 34 63,524 93 13 87 0 11/18/25 Pothole Repair - AC 11/13/23 35 253 WILLOW ST CHERRY AVE WALNUT AVE A AAC 3 1,328 35 52,603 83 44 46 10 11/18/25 Pothole Repair - AC 11/13/23 35 254 WILLOW ST CHERRY AVE JUNIPERO AVE A AC 3 1,320 35 49,693 74 41 35 24 11/18/25 New Construction - AC 1/1/80 35 255 WILLOW ST JUNIPERO AVE CHERRY AVE A AC 3 1,325 35 55,825 72 51 32 17 11/18/25 Pothole Repair - AC 3/13/24 35 256 WILLOW ST JUNIPERO AVE TEMPLE AVE A AC 3 1,216 36 50,006 72 42 41 17 11/18/25 New Construction - AC 1/1/80 35 257 WILLOW ST TEMPLE AVE JUNIPERO AVE A AC 3 1,213 34 49,500 79 11 51 38 11/18/25 New Construction - AC 1/1/80

18.9 4,150,553
Locals
13 1 19TH ST CHERRY AVE JUNIPERO AVE E AC 2 1,273 33 42,506 78 28 59 13 12/18/25 Surface Treatment - Slurry Seal 10/31/22 13 2 19TH ST JUNIPERO AVE MOLINO AVE E AC 2 624 33 21,007 49 38 57 5 12/18/25 Pothole Repair - AC 11/13/23

City of Signal Hill, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name Order (A-Z)
Branch ID Sec ID Name From To Rank Surface Type Lanes L W Area PCI Load % Climate % Other % Insp. Date Work History Type Work Date 13 261 19TH ST REDONDO AVE RESERVOIR DR E AC 2 84 38 2,290 80 43 35 22 12/19/25 New Construction - AC 1/1/80 13 3 19TH ST MOLINO AVE TEMPLE AVE E AC 2 628 33 20,489 69 26 69 5 12/18/25 New Construction - AC 1/1/80 13 4 19TH ST TEMPLE AVE ORIZABA AVE E AC 2 631 34 21,176 65 28 30 42 12/19/25 New Construction - AC 1/1/80 13 5 19TH ST OBISPO AVE REDONDO AVE E AC 0 769 40 30,120 69 45 24 31 12/19/25 New Construction - AC 1/1/80 14 10 20TH ST ORIZABA AVE OBISPO AVE E AC 2 588 40 24,995 73 16 64 20 12/18/25 Pothole Repair - AC 11/13/25 14 11 20TH ST ALAMITOS AVE CHERRY AVE E AC 2 1,094 34 36,288 52 15 74 11 12/17/25 Pothole Repair - AC 11/13/22 14 6 20TH ST CHERRY AVE JUNIPERO AVE E AC 2 1,264 38 47,410 55 42 52 6 12/17/25 Pothole Repair - AC 5/13/24 14 7 20TH ST JUNIPERO AVE STANLEY PL E AC 2 295 33 10,347 49 34 66 0 12/17/25 New Construction - AC 1/1/80 14 8 20TH ST MOLINO AVE TEMPLE AVE E AC 2 627 34 21,913 56 67 28 5 1/14/22 New Construction - AC 1/1/80 14 9 20TH ST CRESCENT DR ORIZABA AVE E AC 2 556 36 20,121 87 0 100 0 12/18/25 New Construction - AC 1/1/80 15 15 21ST ST WALNUT AVE GUNDRY AVE E AC 2 437 40 16,713 77 27 69 4 1/11/22 New Construction - AC 1/1/80 16 16 23RD ST ORANGE AVE WALNUT AVE E AAC 2 1,263 29 39,189 73 56 44 0 12/15/25 Overlay - AC Structural 10/31/16 16 17 23RD ST LEMON AVE ORANGE AVE E AC 2 611 28 17,823 54 16 76 8 12/12/25 New Construction - AC 1/1/80 17 18 25TH ST LEWIS AVE LEMON AVE E AC 2 281 42 12,045 75 0 100 0 12/17/25 New Construction - AC 1/1/80 17 19 25TH ST LEMON AVE CERRITOS AVE E AC 2 276 42 12,295 78 0 100 0 12/17/25 New Construction - AC 1/1/80 17 20 25TH ST CERRITOS AVE ORANGE AVE E AC 2 261 42 11,609 76 18 82 0 12/17/25 New Construction - AC 1/1/80 17 21 25TH ST WEST TERMINUS CALIFORNIA AVE E AC 2 299 32 9,271 68 15 85 0 12/17/25 New Construction - AC 1/1/80 18 22 27TH ST WEST TERMINUS CHERRY AVE E AC 2 308 40 12,829 76 0 49 51 12/16/25 New Construction - AC 1/1/80 18 23 27TH ST CITY LIMITS CALIFORNIA AVE E AC 2 1,252 36 44,821 42 52 37 11 12/15/25 New Construction - AC 1/1/80 18 24 27TH ST CHERRY AVE ST LOUIS AVE E AC 2 265 38 10,026 89 0 61 39 12/16/25 New Construction - AC 1/1/80 18 25 27TH ST ST LOUIS AVE DAWSON AVE E AC 2 284 38 10,430 70 43 25 32 12/16/25 New Construction - AC 1/1/80 18 26 27TH ST DAWSON AVE RAYMOND AVE E AC 2 282 38 10,609 59 57 32 11 12/16/25 New Construction - AC 1/1/80 18 27 27TH ST RAYMOND AVE JUNIPERO AVE E AC 2 273 40 12,202 70 56 31 13 12/16/25 New Construction - AC 1/1/80 18 28 27TH ST GUNDRY AVE ALLEY E AC 2 302 15 3,599 24 59 27 14 12/17/25 New Construction - AC 1/1/80 18 29 27TH ST ALLEY WALNUT AVE E AC 0 294 18 5,602 100 0 0 0 12/17/25 New Construction - AC 1/1/80 19 31 28TH ST CITY LIMITS EAST END E AC 2 480 35 15,121 30 60 24 16 12/15/25 Pothole Repair - AC 11/13/23 19 32 28TH ST WEST END CALIFORNIA AVE E AC 2 620 33 20,525 79 0 100 0 12/15/25 New Construction - AC 1/1/80 20 37 29TH ST CITY LIMITS END OF PVMNT E AC 2 425 32 13,709 49 66 26 8 12/15/25 New Construction - AC 1/1/80 20 38 29TH ST ORANGE AVE WALNUT AVE E AC 2 1,238 40 49,914 23 65 26 9 12/4/25 New Construction - AC 1/1/80 20 39 29TH ST WALNUT AVE CHERRY AVE E AAC 2 1,234 39 47,351 85 24 76 0 12/4/25 Overlay - AC Structural 10/31/16 21 40 32ND ST CALIFORNIA AVE ORANGE AVE E AC 2 1,261 35 42,094 73 27 69 4 12/12/25 New Construction - AC 1/1/80 21 41 32ND ST ORANGE AVE WEST END E AC 2 509 51 26,697 42 29 49 22 12/12/25 Pothole Repair - AC 4/13/24 22 42 33RD ST CITY LIMITS CALIFORNIA AVE E AC 4 1,109 54 59,204 83 30 56 14 12/4/25 Surface Treatment - Slurry Seal 3/4/22 22 43 33RD ST CALIFORNIA AVE LEWIS AVE E AAC 2 279 35 9,890 76 29 37 34 12/4/25 Overlay - AC Structural 10/31/24 22 44 33RD ST LEWIS AVE LEMON AVE E AAC 2 287 34 9,617 82 16 54 30 12/4/25 Overlay - AC Structural 10/31/24 22 45 33RD ST LEMON AVE CERRITOS AVE E AAC 2 281 35 10,091 71 38 32 30 12/4/25 Overlay - AC Structural 10/31/24 22 46 33RD ST CERRITOS AVE ORANGE AVE E AAC 2 278 35 10,140 74 43 40 17 12/4/25 Overlay - AC Structural 10/31/24 22 47 33RD ST ORANGE AVE WALNUT AVE E AAC 2 1,258 34 42,298 52 40 44 16 12/4/25 Overlay - AC Structural 10/31/24 2 179 ALLIANCE ST CERRITOS AVE ORANGE AVE E AC 1 318 16 6,629 45 39 42 19 12/12/25 New Construction - AC 1/1/80 2 49 ALLIANCE ST ALLEY CERRITOS AVE E AC 1 178 10 2,294 46 20 66 14 12/12/25 New Construction - AC 1/1/80 3 50 BRAYTON AVE WARDLOW RD 33RD ST E AC 2 614 29 15,182 86 57 41 2 12/12/25 Surface Treatment - Slurry Seal 10/16/23 3 51 BRAYTON AVE BURNETT ST NORTH TERM E AC 0 619 36 22,729 37 48 46 6 12/17/25 New Construction - AC 1/1/80 5 60 CERRITOS AVE CITY LIMITS 33RD ST E AC 2 544 35 18,736 79 57 43 0 12/12/25 Surface Treatment - Slurry Seal 3/4/22 5 61 CERRITOS AVE 33RD ST 32ND ST E AC 2 606 35 23,204 89 38 59 3 12/12/25 Surface Treatment - Slurry Seal 3/4/22 5 62 CERRITOS AVE WILLOW ST BURNETT ST E AC 2 1,233 38 44,598 79 21 79 0 12/12/25 New Construction - AC 1/1/80 5 63 CERRITOS AVE 23RD ST ALLIANCE AVE E AC 2 354 26 9,818 77 0 100 0 12/12/25 Surface Treatment - Slurry Seal 10/31/22 5 64 CERRITOS AVE BURNETT ST 23RD ST E AC 0 628 39 24,502 82 0 100 0 12/12/25 Surface Treatment - Slurry Seal 10/31/22 24 79 COLUMBIA ST CITY LIMITS END E AC 2 281 43 13,959 34 66 34 0 12/15/25 New Construction - AC 1/1/80 7 80 COMBELLACK DR JUNIPERO AVE TEMPLE AVE E AC 2 1,287 37 45,557 46 54 45 1 12/18/25 New Construction - AC 1/1/80 8 81 CORONADO AVE 19TH ST PCH E AC 2 629 40 24,859 55 61 38 1 12/19/25 New Construction - AC 1/1/80 9 82 CRESCENT DR SUNSET VIEW 20TH ST E AC 2 484 33 18,053 95 0 100 0 12/18/25 New Construction - AC 1/1/80 9 83 CRESCENT DR NORTH TERM SUNSET VIEW E AC 2 370 32 15,950 91 0 100 0 12/18/25 New Construction - AC 1/1/80 9 84 CRESCENT DR 20TH ST MOONSTONE DR E AC 2 485 32 18,327 91 0 100 0 12/18/25 New Construction - AC 1/1/80 10 85 CRESCENT HEIGHTS ST WALNUT AVE CHERRY AVE E AC 0 1,246 40 47,028 61 47 31 22 12/12/25 New Construction - AC 1/1/80

City of Signal Hill, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name Order (A-Z)
Branch ID Sec ID Name From To Rank Surface Type Lanes L W Area PCI Load % Climate % Other % Insp. Date Work History Type Work Date 25 86 CRESTON ST WALNUT AVE EAST TERMINUS E AC 2 1,005 28 39,425 42 43 53 4 12/15/25 New Construction - AC 1/1/80 11 87 DAWSON AVE NORTH TERMINUS SKYLINE DR E AC 2 500 35 20,256 69 12 88 0 12/16/25 New Construction - AC 1/1/80 11 88 DAWSON AVE 21ST ST 20TH ST E AC 2 608 36 21,529 70 0 91 9 12/15/25 Surface Treatment - Slurry Seal 6/16/21 11 89 DAWSON AVE 20TH ST 19TH ST E AC 2 615 40 23,902 78 13 85 2 12/15/25 Surface Treatment - Slurry Seal 6/9/21 11 90 DAWSON AVE 19TH ST VILLAGE WAY E AC 2 481 38 19,663 72 14 86 0 12/15/25 Surface Treatment - Slurry Seal 6/16/21 11 91 DAWSON AVE 28TH ST 27TH ST E AC 2 621 37 23,530 54 45 33 22 12/16/25 New Construction - AC 1/1/80 11 92 DAWSON AVE 27TH ST WILLOW ST E AC 2 588 37 22,934 46 50 37 13 12/16/25 New Construction - AC 1/1/80 12 93 DISCOVERY WAY 20TH ST MOONSTONE DR E AC 2 406 32 13,970 92 0 100 0 12/18/25 New Construction - AC 1/1/80 36 94 ELLIS AVE GLADYS AVE END E AC 2 295 39 14,711 72 71 17 12 12/19/25 New Construction - AC 1/1/80 37 95 FALCON AVE CITY LIMITS 33RD ST E AC 2 555 34 18,944 74 54 29 17 12/12/25 Surface Treatment - Slurry Seal 10/16/22 38 96 FREEMAN AVE 20TH ST 550' N/20TH ST E AC 2 463 31 16,470 83 12 57 31 12/19/25 New Construction - AC 1/1/80 38 97 FREEMAN AVE 20TH ST PCH E AC 2 1,262 41 52,431 67 47 41 12 12/19/25 Pothole Repair - AC 11/13/25 38 98 FREEMAN AVE 550' N/20TH ST NORTH TERM E AC 2 212 16 4,269 73 39 29 32 12/19/25 New Construction - AC 1/1/80 39 100 GARDENA AVE SPRING ST 29TH ST E AC 2 582 41 25,013 71 43 48 9 12/17/25 New Construction - AC 1/1/80 39 101 GARDENA AVE 29TH ST 28TH ST E AAC 0 598 41 25,258 88 42 58 0 12/17/25 Overlay - AC Structural 10/31/16 39 99 GARDENA AVE CRESCENT HEIGHTS ST BURNETT ST E AC 2 618 31 22,183 85 0 86 14 12/12/25 New Construction - AC 1/1/80 40 102 GAVIOTA AVE HILL ST ALAMITOS AVE E AC 2 925 39 36,542 52 49 38 13 12/17/25 New Construction - AC 1/1/80 40 103 GAVIOTA AVE 28TH ST END E AC 2 586 36 21,879 32 77 23 0 12/16/25 New Construction - AC 1/1/80 40 104 GAVIOTA AVE CRESCENT HEIGHTS ST BURNETT ST E AC 2 619 25 16,696 57 47 21 32 12/12/25 New Construction - AC 1/1/80 40 105 GAVIOTA AVE NORTH TERM HILL ST E AAC 2 609 29 21,084 93 69 31 0 12/15/25 Overlay - AC Structural 10/31/16 41 106 GLADYS AVE 19TH ST ELLIS AVE E AC 2 342 37 12,517 84 0 97 3 12/19/25 New Construction - AC 1/1/80 26 107 GRANT ST OBISPO AVE REDONDO AVE E AC 2 794 38 27,385 78 7 55 38 12/19/25 New Construction - AC 1/1/80 42 108 GUNDRY AVE WILLOW ST PAVEMENT CHAMGE E AC 2 163 38 5,939 67 36 50 14 12/17/25 New Construction - AC 1/1/80 42 109 GUNDRY AVE PAVEMENT CHANGE SOUTH TERM E AC 2 327 31 14,135 83 0 100 0 12/17/25 New Construction - AC 1/1/80 42 110 GUNDRY AVE WARDLOW RD 33RD ST E AC 2 613 30 16,635 76 55 45 0 12/12/25 Surface Treatment - Slurry Seal 10/16/22 42 111 GUNDRY AVE 29TH ST 28TH ST E AC 2 606 37 23,245 33 68 30 2 12/17/25 New Construction - AC 1/1/80 42 112 GUNDRY AVE 28TH ST WILLOW ST E AC 2 1,264 35 48,047 44 35 45 20 12/17/25 New Construction - AC 1/1/80 42 113 GUNDRY AVE BURNETT ST NORTH TERM E AC 2 593 37 22,839 36 56 35 9 12/17/25 New Construction - AC 1/1/80 42 114 GUNDRY AVE HILL ST 21ST ST E AC 2 630 40 25,412 33 66 28 6 12/17/25 New Construction - AC 1/1/80 27 115 HILL ST CHERRY AVE GATE E AC 2 314 35 12,668 79 31 69 0 12/16/25 New Construction - AC 1/1/80 27 117 HILL ST SKYLINE DR STANLEY AVE E AC 2 536 30 19,070 71 19 81 0 12/16/25 New Construction - AC 1/1/80 27 118 HILL ST STANLEY AVE OHIO AVE E AC 2 477 37 18,485 85 0 100 0 12/16/25 Pothole Repair - AC 11/13/22 27 119 HILL ST OHIO AVE TEMPLE AVE E AC 2 294 33 10,454 49 55 32 13 12/16/25 New Construction - AC 1/1/80 44 124 HUMMINGBIRD LN DISCOVERY WAY EAST TERMINUS E AC 2 141 33 6,742 92 32 68 0 12/18/25 New Construction - AC 1/1/80 45 125 INDUSTRY DR REDONDO AVE WEST TERMINUS E AC 2 931 41 39,870 58 61 34 5 12/18/25 Pothole Repair - AC 11/13/24 46 126 JESSIE NELSON CIR HILL ST WEST TERMINUS E AC 2 406 30 13,795 89 0 100 0 12/16/25 Surface Treatment - Slurry Seal 5/30/24 47 129 JUNIPERO AVE WIILLOW ST SOUTH TERM E AC 2 585 35 20,096 65 61 39 0 12/18/25 New Construction - AC 1/1/80 47 131 JUNIPERO AVE 27TH ST WILLOW ST E AC 2 580 38 24,186 76 32 61 7 12/16/25 New Construction - AC 1/1/80 47 132 JUNIPERO AVE 28TH ST 27TH ST E AC 2 601 40 26,774 60 41 47 12 12/16/25 New Construction - AC 1/1/80 54 258 KELLEY DR HILL ST SOUTH TERM E AC 2 393 28 11,229 30 52 48 0 12/17/25 New Construction - AC 1/1/80 55 134 LEGION DR HILL ST NORTH TERM E AC 2 632 16 16,608 63 55 41 4 12/15/25 New Construction - AC 1/1/80 48 135 LEMON AVE CITY LIMITS 33RD ST E AC 2 534 36 19,017 73 60 40 0 12/12/25 Surface Treatment - Slurry Seal 3/4/22 48 136 LEMON AVE 33RD ST 32ND ST E AC 2 606 34 21,042 83 26 74 0 12/12/25 Surface Treatment - Slurry Seal 3/4/22 48 137 LEMON AVE WILLOW ST NEVADA ST E AC 2 993 38 22,113 82 0 60 40 12/12/25 New Construction - AC 1/1/80 48 138 LEMON AVE NEVADA ST BURNETT ST E AC 2 181 33 6,879 73 0 100 0 12/12/25 New Construction - AC 1/1/80 48 139 LEMON AVE BURNETT ST END E AC 2 781 33 25,836 75 0 95 5 12/12/25 Surface Treatment - Slurry Seal 10/31/22 49 140 LEWIS AVE CITY LIMITS 33RD ST E AC 2 535 33 18,951 46 64 20 16 12/12/25 Pothole Repair - AC 11/13/24 49 141 LEWIS AVE 33RD ST 32ND ST E AC 2 607 35 22,353 85 31 69 0 12/12/25 New Construction - AC 1/1/80 49 142 LEWIS AVE WILLOW ST BURNETT ST E AC 2 1,229 38 45,167 89 34 60 6 12/12/25 New Construction - AC 1/1/80 49 143 LEWIS AVE BURNETT ST SOUTH TERMINUS E AC 2 510 35 18,732 82 0 96 4 12/12/25 Surface Treatment - Slurry Seal 10/31/22 50 144 LIME AVE CITY LIMITS 33RD ST E AC 2 540 36 18,216 77 43 53 4 12/12/25 Surface Treatment - Slurry Seal 3/4/22 50 145 LIME AVE WILLOW ST 27TH ST E AC 2 599 33 21,512 85 0 72 28 12/15/25 New Construction - AC 1/1/80 51 146 MOLINO AVE PANORAMA DR SKYLINE DR E AC 2 325 36 13,947 85 0 100 0 12/16/25 New Construction - AC 1/1/80 51 147 MOLINO AVE 20TH ST 19TH ST E AC 2 635 32 21,873 72 48 48 4 1/14/22 New Construction - AC 1/1/80

City of Signal Hill, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name Order (A-Z)
Branch ID Sec ID Name From To Rank Surface Type Lanes L W Area PCI Load % Climate % Other % Insp. Date Work History Type Work Date 51 148 MOLINO AVE 19TH ST PCH E AC 2 591 33 19,915 61 37 43 20 1/14/22 New Construction - AC 1/1/80 51 149 MOLINO AVE 20TH ST NORTH TERM E AC 2 87 16 1,275 64 72 28 0 1/14/22 New Construction - AC 1/1/80 51 150 MOLINO AVE SKYLINE DR HILL ST E AC 2 495 36 17,923 77 0 100 0 12/16/25 Surface Treatment - Slurry Seal 10/16/22 52 151 MOONSTONE DR CRESCENT DR DISCOVERY WAY E AC 2 208 32 7,596 93 0 100 0 12/18/25 New Construction - AC 1/1/80 53 152 MYRTLE AVE CITY LIMITS 33RD ST E AC 2 540 32 17,764 83 0 100 0 12/12/25 Surface Treatment - Slurry Seal 3/4/22 53 153 MYRTLE AVE WILLOW ST 27TH ST E AC 2 613 38 22,392 84 21 79 0 12/15/25 New Construction - AC 1/1/80 28 154 NEVADA ST LEWIS AVE LEMON AVE E AC 2 288 26 8,094 86 0 10 90 12/17/25 New Construction - AC 1/1/80 28 155 NEVADA ST LEMON AVE CERRITOS AVE E AC 2 285 27 7,679 100 0 0 0 12/17/25 New Construction - AC 1/1/80 28 156 NEVADA ST CERRITOS AVE ORANGE AVE E AC 2 279 27 7,439 66 20 80 0 12/17/25 New Construction - AC 1/1/80 59 160 OHIO AVE PANORAMA DR SKYLINE DR E AC 2 248 35 8,937 88 0 67 33 12/16/25 New Construction - AC 1/1/80 59 161 OHIO AVE HILL ST 21ST ST E AC 2 597 37 22,770 85 16 81 3 12/16/25 Surface Treatment - Slurry Seal 10/16/22 59 162 OHIO AVE 20TH ST NORTH TERM E AC 2 139 19 2,790 85 52 48 0 1/14/22 New Construction - AC 1/1/80 59 163 OHIO AVE SKYLINE DR HILL ST E AC 2 590 38 23,011 99 0 100 0 12/16/25 Complete Reconstruction - AC 6/30/23 60 164 OLIVE AVE CITY LIMITS 33RD ST E AC 0 542 33 17,731 90 20 59 21 12/12/25 Surface Treatment - Slurry Seal 3/4/22 62 174 ORIZABA AVE 20TH ST 19TH ST E AC 2 606 37 23,946 81 0 100 0 12/18/25 Surface Treatment - Slurry Seal 10/31/22 62 175 ORIZABA AVE PCH NORTH TERM E AC 2 377 31 15,384 89 0 100 0 12/19/25 New Construction - AC 1/1/80 62 176 ORIZABA AVE 20TH ST NORTH TERM E AC 2 1,070 29 33,206 86 0 96 4 12/18/25 Surface Treatment - Slurry Seal 10/31/22 56 177 PALM DR WILLOW ST OBISPO AVE E AC 2 1,467 33 49,608 100 0 0 100 12/18/25 Complete Reconstruction - AC 10/31/23 29 178 PANORAMA DR MOLINO ST TEMPLE AVE E AC 1 892 11 17,627 53 66 34 0 12/16/25 New Construction - AC 1/1/80 63 259 PAPADAKIS WAY 20TH ST NORTH TERM E PCC 1 199 12 3,370 89 0 59 41 12/18/25 New Construction - PCC 1/1/80 30 180 PATTERSON ST CALIFORNIA AVE WEST TERMINUS E AC 2 616 38 21,806 87 0 100 0 12/15/25 New Construction - AC 1/1/80 30 181 PATTERSON ST CITY LIMITS EAST TERMINUS E AC 0 263 34 9,335 70 49 48 3 12/15/25 New Construction - AC 1/1/80 64 182 RAYMOND AVE 21ST ST 20TH ST E AC 2 609 33 20,270 66 0 51 49 12/15/25 Surface Treatment - Slurry Seal 6/9/21 64 183 RAYMOND AVE 20TH ST 19TH ST E AC 2 613 33 20,354 71 8 89 3 12/15/25 Surface Treatment - Slurry Seal 6/16/21 64 184 RAYMOND AVE 19TH ST VILLAGE WAY E AC 2 472 32 15,960 80 0 100 0 12/15/25 Surface Treatment - Slurry Seal 6/16/21 64 185 RAYMOND AVE 28TH ST 27TH ST E AC 2 605 40 25,540 15 67 33 0 12/16/25 Pothole Repair - AC 11/13/22 64 186 RAYMOND AVE 27TH ST WILLOW ST E AC 2 580 40 24,488 34 56 29 15 12/16/25 New Construction - AC 1/1/80 66 189 ROSE AVE 28TH ST SOUTH TERM E AC 2 609 36 21,108 37 55 36 9 12/16/25 New Construction - AC 1/1/80 66 190 ROSE AVE CRESCENT HEIGHTS ST BURNETT ST E AC 2 612 29 18,911 71 24 44 32 12/12/25 New Construction - AC 1/1/80 66 191 ROSE AVE HILL ST NORTH TERM E AC 2 639 32 20,015 44 45 50 5 12/15/25 New Construction - AC 1/1/80 67 207 SAINT LOUIS AVE HILL ST NORTH TERM E AC 2 383 26 12,824 65 24 76 0 12/16/25 New Construction - AC 1/1/80 67 208 SAINT LOUIS AVE 21ST ST 20TH ST E AC 2 610 34 20,068 67 0 87 13 12/15/25 New Construction - AC 1/1/80 67 209 SAINT LOUIS AVE 20TH ST 19TH ST E AC 2 611 34 21,240 69 0 75 25 12/16/25 New Construction - AC 1/1/80 67 210 SAINT LOUIS AVE 19TH ST SOUTH TERM E AC 2 388 29 13,037 87 16 84 0 12/15/25 Surface Treatment - Slurry Seal 6/16/21 67 211 SAINT LOUIS AVE 27TH ST WILLOW ST E AC 2 579 39 22,853 46 61 38 1 12/16/25 New Construction - AC 1/1/80 67 212 SAINT LOUIS AVE 28TH ST 27TH ST E AC 2 610 36 23,217 32 74 25 1 12/16/25 New Construction - AC 1/1/80 68 192 SIGNAL PKWY 28TH ST WILLOW ST E AC 0 1,230 60 76,567 53 51 43 6 12/18/25 New Construction - AC 1/1/80 69 193 SIGNAL POINTE CRESCENT DR EAST TERMINUS E AC 0 142 36 7,184 94 0 100 0 12/18/25 New Construction - AC 1/1/80 71 213 STANLEY AVE HILL ST 21ST ST E AC 2 939 36 35,042 78 9 61 30 12/16/25 Surface Treatment - Slurry Seal 10/16/22 71 214 STANLEY AVE END 20TH ST E AC 2 557 32 17,580 64 39 60 1 12/17/25 New Construction - AC 1/1/80 71 215 STANLEY AVE 20TH ST 19TH ST E AC 2 623 34 21,642 70 0 88 12 1/14/22 New Construction - AC 1/1/80 71 216 STANLEY AVE 19TH ST PCH E AC 2 601 34 19,929 70 26 74 0 1/14/22 New Construction - AC 1/1/80 71 217 STANLEY AVE SKYLINE DR HILL ST E AC 2 642 37 22,319 79 12 88 0 12/16/25 Surface Treatment - Slurry Seal 10/16/22 72 218 SUNSET VIEW CRESCENT DR ORIZABA AVE E AC 2 469 32 15,108 89 40 60 0 12/18/25 New Construction - AC 1/1/80 57 231 TERRACE DR 21ST ST SOUTH TERM E AC 2 233 27 6,655 78 0 100 0 12/19/25 New Construction - AC 1/1/80 32 232 VERNON ST WEST TERMINUS CALIFORNIA AVE E AC 0 299 30 9,305 43 28 64 8 12/17/25 New Construction - AC 1/1/80 74 233 VILLAGE WAY DAWSON AVE RAYMOND AVE E AC 2 306 32 9,608 88 0 100 0 12/15/25 New Construction - AC 1/1/80 74 234 VILLAGE WAY RAYMOND AVE EAST TERMINUS E AC 2 139 32 5,730 90 0 100 0 12/15/25 New Construction - AC 1/1/80 33 235 WALL ST MOLINO AVE TEMPLE AVE E AC 2 619 33 20,668 50 33 58 9 12/19/25 Pothole Repair - AC 11/13/24 34 245 WALTON ST LIME AVE MYRTLE AVE E AC 2 607 33 21,627 67 35 56 9 12/15/25 New Construction - AC 1/1/80

17.4 3,316,706

City of Signal Hill, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI Order (0-100)
Branch ID Sec ID Name From To Rank Surface Type Lanes L W Area PCI Load % Climate % Other % Insp. Date Work History Type Work Date Arterials / Collectors
19 34 28TH ST ORANGE AVE GUNDRY AVE B AC 2 610 39 27,622 30 65 29 6 12/4/25 Pothole Repair - AC 6/13/23 75 244 WALNUT AVE 33RD ST 32ND ST B AC 2 616 55 36,313 33 48 37 15 12/11/25 Pothole Repair - AC 11/13/23 19 33 28TH ST JUNIPERO AVE TEMPLE AVE B AC 2 1,235 61 73,161 35 48 40 12 12/4/25 New Construction - AC 1/1/80 19 35 28TH ST GUNDRY AVE WALNUT AVE B AC 2 610 40 31,740 40 57 36 7 12/4/25 New Construction - AC 1/1/80 47 133 JUNIPERO AVE SPRING ST 28TH ST B AC 2 1,237 60 69,127 40 50 38 12 12/11/25 New Construction - AC 1/1/80 23 53 BURNETT ST ORANGE AVE WALNUT AVE B AC 2 1,244 40 46,387 42 63 27 10 12/4/25 New Construction - AC 1/1/80 61 166 ORANGE AVE 405 BRIDGE 405 S ON RAMP B AC 0 118 51 7,702 42 53 35 12 12/11/25 Surface Treatment - Slurry Seal 6/16/21 4 58 CALIFORNIA AVE 405 BRIDGE SPRING ST B AC 2 774 40 33,507 44 29 61 10 12/3/25 New Construction - AC 1/1/80 75 242 WALNUT AVE HILL ST CITY LIMITS B AC 2 1,073 37 37,646 46 38 57 5 12/3/25 Pothole Repair - AC 8/13/23 23 54 BURNETT ST WALNUT AVE CHERRY AVE B AC 2 1,254 38 45,214 49 36 44 20 12/4/25 New Construction - AC 1/1/80 75 243 WALNUT AVE WARDLOW RD 33RD ST B AC 2 593 37 22,269 50 43 53 4 12/11/25 New Construction - AC 1/1/80 65 188 REDONDO AVE 19TH ST CITY LIMITS A AC 4 92 70 12,054 50 57 36 7 12/11/25 Pothole Repair - AC 3/13/25 58 159 OBISPO AVE 20TH ST PCH C AC 2 1,227 60 74,957 51 49 38 13 12/11/25 New Construction - AC 1/1/80 65 187 REDONDO AVE 19TH ST PCH A AC 4 615 67 46,161 52 43 53 4 12/11/25 Pothole Repair - AC 3/13/25 58 157 OBISPO AVE TEMPLE AVE HILL ST B AC 2 2,271 25 67,715 53 62 34 4 11/18/25 New Construction - AC 1/1/80 70 195 SKYLINE DR CHERRY AVE DAWSON AVE B AC 2 1,406 35 51,714 54 38 59 3 12/11/25 Pothole Repair - AC 11/13/24 58 158 OBISPO AVE HILL ST TEMPLE AVE B AC 2 2,271 21 68,151 56 43 54 3 11/18/25 New Construction - AC 1/1/80 6 76 CHERRY AVE WILLOW ST 28TH ST A AC 3 1,278 40 49,394 64 27 73 0 11/25/25 New Construction - AC 1/1/80 27 122 HILL ST ORANGE AVE WALNUT AVE B AC 2 1,239 33 43,852 65 15 69 16 12/3/25 Pothole Repair - AC 9/13/24 31 197 SPRING ST EAST CITY LIMIT CALIFORNIA AVE A AAC 2 627 33 29,630 68 68 28 4 11/25/25 Overlay - AC Structural 11/13/21 4 57 CALIFORNIA AVE WILLOW ST CITY LIMITS B AC 2 1,557 47 60,185 70 48 40 12 12/3/25 New Construction - AC 1/1/80 6 73 CHERRY AVE SPRING ST 28TH ST A AC 2 1,216 32 48,459 70 23 65 12 11/25/25 New Construction - AC 1/1/80 73 220 TEMPLE AVE HILL ST 21ST ST B AC 2 610 36 23,767 70 44 51 5 12/11/25 New Construction - AC 1/1/80 4 260 CALIFORNIA AVE 28TH ST WILLOW ST B AAC 2 1,267 34 52,196 71 67 18 15 12/3/25 Pothole Repair - AC 11/13/24 35 255 WILLOW ST JUNIPERO AVE CHERRY AVE A AC 3 1,325 35 55,825 72 51 32 17 11/18/25 Pothole Repair - AC 3/13/24 35 256 WILLOW ST JUNIPERO AVE TEMPLE AVE A AC 3 1,216 36 50,006 72 42 41 17 11/18/25 New Construction - AC 1/1/80 47 127 JUNIPERO AVE 20TH ST 19TH ST C AC 2 602 32 21,410 73 32 49 19 12/11/25 Surface Treatment - Slurry Seal 10/31/21 75 239 WALNUT AVE WILLOW ST BURNETT ST B AC 2 1,216 47 65,769 74 74 21 5 12/3/25 New Construction - AC 1/1/80 6 68 CHERRY AVE 20TH ST 21ST ST A AC 2 650 31 28,191 74 16 84 0 11/25/25 New Construction - AC 1/1/80 35 254 WILLOW ST CHERRY AVE JUNIPERO AVE A AC 3 1,320 35 49,693 74 41 35 24 11/18/25 New Construction - AC 1/1/80 27 121 HILL ST OBISPO AVE TEMPLE AVE B AC 1 1,233 16 22,915 74 66 29 5 11/25/25 New Construction - AC 1/1/80 6 72 CHERRY AVE 21ST ST HILL ST A AC 2 584 31 24,684 76 0 100 0 11/25/25 New Construction - AC 1/1/80 73 219 TEMPLE AVE PANORAMA DR HILL ST B AC 2 465 40 19,065 76 26 74 0 12/11/25 New Construction - AC 1/1/80 6 67 CHERRY AVE 21ST ST 20TH ST A AC 2 648 30 24,808 76 22 78 0 11/25/25 New Construction - AC 1/1/80 75 236 WALNUT AVE SPRING ST 29TH ST B AC 2 582 46 31,901 76 44 41 15 12/3/25 New Construction - AC 1/1/80 15 13 21ST ST CHERRY AVE JUNIPERO AVE C AC 2 1,259 36 39,246 77 28 58 14 12/11/25 Surface Treatment - Slurry Seal 10/16/22 6 75 CHERRY AVE 28TH ST WILLOW ST A AC 3 1,278 40 52,041 77 27 54 19 11/25/25 New Construction - AC 1/1/80 1 48 ALAMITOS AVE 20TH ST 21ST ST B AC 2 675 39 27,200 77 7 92 1 12/17/25 Surface Treatment - Slurry Seal 10/16/22 15 14 21ST ST JUNIPERO AVE TEMPLE AVE C AC 2 1,579 36 61,782 77 25 72 3 12/11/25 Pothole Repair - AC 8/13/23 61 173 ORANGE AVE SPRING ST 29TH ST B AAC 3 590 65 46,887 77 0 100 0 12/3/25 Overlay - AC Structural 1/1/18 6 71 CHERRY AVE HILL ST 21ST ST A AC 2 609 33 24,052 78 0 100 0 11/25/25 New Construction - AC 1/1/80 47 128 JUNIPERO AVE 19TH ST PCH C AC 2 581 32 19,864 78 17 61 22 12/11/25 Surface Treatment - Slurry Seal 10/31/21 6 77 CHERRY AVE WILLOW ST BURNETT ST A AC 2 1,258 31 47,098 78 34 66 0 11/25/25 Pothole Repair - AC 11/13/25 23 52 BURNETT ST CALIFORNIA AVE ORANGE AVE B AC 2 1,263 33 41,521 79 48 42 10 12/4/25 New Construction - AC 1/1/80 6 74 CHERRY AVE 28TH ST SPRING ST A AC 2 1,221 32 53,692 79 20 80 0 11/25/25 New Construction - AC 1/1/80 6 78 CHERRY AVE BURNETT ST WILLOW ST A AC 2 1,258 31 51,039 79 0 100 0 11/25/25 New Construction - AC 1/1/80 35 257 WILLOW ST TEMPLE AVE JUNIPERO AVE A AC 3 1,213 34 49,500 79 11 51 38 11/18/25 New Construction - AC 1/1/80 61 172 ORANGE AVE 29TH ST WILLOW ST B AAC 2 1,962 47 98,910 80 29 71 0 12/3/25 Overlay - AC Structural 1/1/18 61 168 ORANGE AVE WILLOW ST 25TH ST B AAC 2 687 42 35,912 81 0 100 0 12/3/25 Pothole Repair - AC 11/13/25 73 221 TEMPLE AVE 21ST ST 19TH ST B AC 2 1,257 36 49,310 81 0 77 23 12/11/25 New Construction - AC 1/1/80 19 30 28TH ST CHERRY AVE JUNIPERO AVE B AC 2 1,282 37 49,610 81 57 43 0 12/4/25 New Construction - AC 1/1/80 61 167 ORANGE AVE CITY LIMITS 33RD ST B AC 2 537 44 24,547 82 31 69 0 12/4/25 Surface Treatment - Slurry Seal 10/16/22

City of Signal Hill, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI Order (0-100)
Branch ID Sec ID Name From To Rank Surface Type Lanes L W Area PCI Load % Climate % Other % Insp. Date Work History Type Work Date 27 116 HILL ST OBISPO AVE REDONDO AVE B AC 2 883 44 51,431 82 0 100 0 11/25/25 New Construction - AC 1/1/80 35 246 WILLOW ST CITY LIMITS CALIFORNIA AVE A AAC 3 1,243 34 47,381 83 11 53 36 11/18/25 Pothole Repair - AC 11/13/25 61 165 ORANGE AVE 33RD ST 405 BRIDGE B AC 2 835 45 37,672 83 30 59 11 12/4/25 Surface Treatment - Slurry Seal 10/16/22 15 12 21ST ST ALAMITOS AVE CHERRY AVE C AC 2 529 36 22,140 83 15 85 0 12/11/25 Surface Treatment - Slurry Seal 10/16/22 4 55 CALIFORNIA AVE 33RD ST 405 BRIDGE B AC 2 821 38 33,822 83 0 41 59 12/3/25 New Construction - AC 1/1/80 61 170 ORANGE AVE BURNETT ST 23RD ST B AAC 2 637 46 30,557 83 0 100 0 12/3/25 Overlay - AC Structural 1/1/19 35 253 WILLOW ST CHERRY AVE WALNUT AVE A AAC 3 1,328 35 52,603 83 44 46 10 11/18/25 Pothole Repair - AC 11/13/23 61 171 ORANGE AVE 23RD ST HILL ST B AAC 2 616 47 30,169 84 4 96 0 12/3/25 Overlay - AC Structural 1/1/19 70 194 SKYLINE DR DAWSON AVE PANORAMA DR B AC 2 1,771 36 69,488 84 38 62 0 12/11/25 New Construction - AC 1/1/80 47 130 JUNIPERO AVE 21ST ST 20TH ST C AC 2 600 30 19,530 84 18 82 0 12/11/25 Surface Treatment - Slurry Seal 10/31/21 35 247 WILLOW ST CALIFORNIA AVE CITY LIMITS A AAC 3 1,218 34 47,014 85 0 83 17 11/18/25 Overlay - AC Structural 10/31/16 61 169 ORANGE AVE 25TH ST BURNETT ST B AAC 2 630 46 30,965 85 0 100 0 12/3/25 Overlay - AC Structural 1/1/18 4 56 CALIFORNIA AVE CITY LIMITS 33RD ST B AC 2 536 36 21,446 86 0 78 22 12/3/25 New Construction - AC 1/1/80 27 120 HILL ST TEMPLE AVE OBISPO AVE B AC 1 1,234 11 22,578 87 0 100 0 11/25/25 New Construction - AC 1/1/80 75 238 WALNUT AVE 28TH ST WILLOW ST B AC 2 1,250 38 60,009 87 6 46 48 12/3/25 Pothole Repair - AC 11/13/23 19 36 28TH ST WALNUT AVE CHERRY AVE B AAC 4 1,250 60 71,880 88 64 16 20 12/4/25 Overlay - AC Structural 10/31/16 73 225 TEMPLE AVE 28TH ST WILLOW ST B AAC 2 1,290 35 46,766 88 0 93 7 11/18/25 Pothole Repair - AC 11/13/25 31 196 SPRING ST CALIFORNIA AVE E/TO CITY LIMIT A AAC 2 627 33 25,135 88 0 96 4 11/25/25 Overlay - AC Structural 11/13/21 73 223 TEMPLE AVE WILLOW ST OBISPO AVE B AAC 2 826 71 30,028 88 0 100 0 11/18/25 Pothole Repair - AC 11/13/24 73 228 TEMPLE AVE 29TH ST 405 BRIDGE B AAC 2 220 27 7,011 88 0 100 0 11/18/25 Overlay - AC Structural 6/16/21 73 224 TEMPLE AVE OBISPO AVE WILLOW ST B AAC 2 826 71 32,310 89 22 78 0 11/18/25 Overlay - AC Structural 10/31/21 35 248 WILLOW ST CALIFORNIA AVE ORANGE AVE A AAC 3 1,233 35 50,202 89 0 83 17 11/18/25 Overlay - AC Structural 10/31/16 73 222 TEMPLE AVE 19TH ST PCH B AC 2 592 37 23,588 89 34 66 0 12/11/25 Pothole Repair - AC 11/13/25 31 204 SPRING ST CITY LIMITS CALIFORNIA AVE A AAC 2 1,185 33 46,354 89 0 41 59 11/25/25 Overlay - AC Structural 11/13/22 73 226 TEMPLE AVE WILLOW ST 28TH ST B AAC 2 1,285 36 52,655 91 48 52 0 11/18/25 Overlay - AC Structural 10/31/21 75 237 WALNUT AVE 29TH ST 28TH ST B AC 2 600 46 30,555 91 0 91 9 12/3/25 New Construction - AC 1/1/80 31 205 SPRING ST CALIFORNIA AVE PCC A AAC 2 1,007 32 43,179 91 0 76 24 11/25/25 Overlay - AC Structural 11/13/21 35 249 WILLOW ST ORANGE AVE CALIFORNIA AVE A AAC 3 1,231 34 55,848 91 0 100 0 11/18/25 Overlay - AC Structural 10/31/16 27 123 HILL ST WALNUT AVE CHERRY AVE B AC 2 1,244 33 43,687 91 27 19 54 12/3/25 New Construction - AC 1/1/80 6 70 CHERRY AVE 19TH ST 20TH ST A AAC 2 606 36 19,973 92 52 48 0 11/25/25 Overlay - AC Structural 10/31/15 31 206 SPRING ST AC CITY LIMITS A PCC 4 130 45 5,259 92 0 100 0 12/11/25 New Construction - PCC 1/1/80 73 229 TEMPLE AVE 29TH ST 28TH ST B AAC 2 430 40 15,349 92 0 58 42 11/18/25 Overlay - AC Structural 6/23/21 75 240 WALNUT AVE BURNETT AVE 23RD ST B AC 2 616 37 30,231 92 0 100 0 12/3/25 New Construction - AC 1/1/80 35 252 WILLOW ST WALNUT AVE CHERRY AVE A AAC 3 1,335 34 63,524 93 13 87 0 11/18/25 Pothole Repair - AC 11/13/23 73 230 TEMPLE AVE 28TH ST 29TH ST B AAC 2 425 40 19,522 94 0 100 0 11/18/25 Overlay - AC Structural 6/16/21 35 251 WILLOW ST WALNUT AVE ORANGE AVE A AAC 3 1,319 35 52,361 94 0 62 38 11/18/25 Overlay - AC Structural 10/31/16 73 227 TEMPLE AVE 405 BRIDGE 29TH ST B AAC 2 240 33 8,916 95 0 100 0 11/18/25 Overlay - AC Structural 6/16/21 31 201 SPRING ST WALNUT AVE ORANGE AVE A AAC 2 1,222 34 53,043 96 0 100 0 11/25/25 Overlay - AC Structural 11/30/22 75 241 WALNUT AVE 23RD ST HILL ST B AC 2 600 48 31,439 97 0 63 37 12/3/25 New Construction - AC 1/1/80 6 69 CHERRY AVE 20TH ST 19TH ST A AC 2 626 34 29,198 97 0 80 20 11/25/25 Complete Reconstruction - AC 10/31/15 35 250 WILLOW ST ORANGE AVE WALNUT AVE A AAC 3 1,314 35 52,528 98 0 100 0 11/18/25 Overlay - AC Structural 10/31/16 6 65 CHERRY AVE BURNETT ST HILL ST A AAC 2 1,244 33 43,483 100 0 0 0 11/25/25 Overlay - AC Structural 5/30/24 6 66 CHERRY AVE HILL ST BURNETT ST A AC 2 1,275 30 44,506 100 0 0 0 11/25/25 New Construction - AC 1/1/80 31 200 SPRING ST ORANGE AVE WALNUT AVE A AAC 2 1,222 33 49,919 100 0 0 0 11/25/25 Overlay - AC Structural 11/30/22 31 199 SPRING ST JUNIPERO AVE CHERRY AVE A AAC 2 1,283 47 63,232 100 0 0 0 11/25/25 Overlay - AC Structural 11/30/22 31 202 SPRING ST WALNUT AVE CHERRY AVE A AAC 2 1,324 40 51,581 100 0 0 0 11/25/25 Overlay - AC Structural 11/30/22 31 198 SPRING ST CHERRY AVE JUNIPERO AVE A AAC 2 1,277 40 55,123 100 0 0 0 11/25/25 Overlay - AC Structural 11/30/22 31 203 SPRING ST CHERRY AVE WALNUT AVE A AAC 2 1,326 40 52,635 100 0 0 0 11/25/25 Overlay - AC Structural 11/30/22 4 59 CALIFORNIA AVE SPRING ST 28TH ST B AC 2 1,304 34 47,327 100 0 0 0 12/3/25 Pothole Repair - AC 10/15/25

18.9 4,150,553
Locals
64 185 RAYMOND AVE 28TH ST 27TH ST E AC 2 605 40 25,540 15 67 33 0 12/16/25 Pothole Repair - AC 11/13/22 20 38 29TH ST ORANGE AVE WALNUT AVE E AC 2 1,238 40 49,914 23 65 26 9 12/4/25 New Construction - AC 1/1/80

City of Signal Hill, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI Order (0-100)
Branch ID Sec ID Name From To Rank Surface Type Lanes L W Area PCI Load % Climate % Other % Insp. Date Work History Type Work Date 18 28 27TH ST GUNDRY AVE ALLEY E AC 2 302 15 3,599 24 59 27 14 12/17/25 New Construction - AC 1/1/80 54 258 KELLEY DR HILL ST SOUTH TERM E AC 2 393 28 11,229 30 52 48 0 12/17/25 New Construction - AC 1/1/80 19 31 28TH ST CITY LIMITS EAST END E AC 2 480 35 15,121 30 60 24 16 12/15/25 Pothole Repair - AC 11/13/23 40 103 GAVIOTA AVE 28TH ST END E AC 2 586 36 21,879 32 77 23 0 12/16/25 New Construction - AC 1/1/80 67 212 SAINT LOUIS AVE 28TH ST 27TH ST E AC 2 610 36 23,217 32 74 25 1 12/16/25 New Construction - AC 1/1/80 42 114 GUNDRY AVE HILL ST 21ST ST E AC 2 630 40 25,412 33 66 28 6 12/17/25 New Construction - AC 1/1/80 42 111 GUNDRY AVE 29TH ST 28TH ST E AC 2 606 37 23,245 33 68 30 2 12/17/25 New Construction - AC 1/1/80 24 79 COLUMBIA ST CITY LIMITS END E AC 2 281 43 13,959 34 66 34 0 12/15/25 New Construction - AC 1/1/80 64 186 RAYMOND AVE 27TH ST WILLOW ST E AC 2 580 40 24,488 34 56 29 15 12/16/25 New Construction - AC 1/1/80 42 113 GUNDRY AVE BURNETT ST NORTH TERM E AC 2 593 37 22,839 36 56 35 9 12/17/25 New Construction - AC 1/1/80 3 51 BRAYTON AVE BURNETT ST NORTH TERM E AC 0 619 36 22,729 37 48 46 6 12/17/25 New Construction - AC 1/1/80 66 189 ROSE AVE 28TH ST SOUTH TERM E AC 2 609 36 21,108 37 55 36 9 12/16/25 New Construction - AC 1/1/80 25 86 CRESTON ST WALNUT AVE EAST TERMINUS E AC 2 1,005 28 39,425 42 43 53 4 12/15/25 New Construction - AC 1/1/80 18 23 27TH ST CITY LIMITS CALIFORNIA AVE E AC 2 1,252 36 44,821 42 52 37 11 12/15/25 New Construction - AC 1/1/80 21 41 32ND ST ORANGE AVE WEST END E AC 2 509 51 26,697 42 29 49 22 12/12/25 Pothole Repair - AC 4/13/24 32 232 VERNON ST WEST TERMINUS CALIFORNIA AVE E AC 0 299 30 9,305 43 28 64 8 12/17/25 New Construction - AC 1/1/80 66 191 ROSE AVE HILL ST NORTH TERM E AC 2 639 32 20,015 44 45 50 5 12/15/25 New Construction - AC 1/1/80 42 112 GUNDRY AVE 28TH ST WILLOW ST E AC 2 1,264 35 48,047 44 35 45 20 12/17/25 New Construction - AC 1/1/80 2 179 ALLIANCE ST CERRITOS AVE ORANGE AVE E AC 1 318 16 6,629 45 39 42 19 12/12/25 New Construction - AC 1/1/80 2 49 ALLIANCE ST ALLEY CERRITOS AVE E AC 1 178 10 2,294 46 20 66 14 12/12/25 New Construction - AC 1/1/80 7 80 COMBELLACK DR JUNIPERO AVE TEMPLE AVE E AC 2 1,287 37 45,557 46 54 45 1 12/18/25 New Construction - AC 1/1/80 11 92 DAWSON AVE 27TH ST WILLOW ST E AC 2 588 37 22,934 46 50 37 13 12/16/25 New Construction - AC 1/1/80 67 211 SAINT LOUIS AVE 27TH ST WILLOW ST E AC 2 579 39 22,853 46 61 38 1 12/16/25 New Construction - AC 1/1/80 49 140 LEWIS AVE CITY LIMITS 33RD ST E AC 2 535 33 18,951 46 64 20 16 12/12/25 Pothole Repair - AC 11/13/24 13 2 19TH ST JUNIPERO AVE MOLINO AVE E AC 2 624 33 21,007 49 38 57 5 12/18/25 Pothole Repair - AC 11/13/23 20 37 29TH ST CITY LIMITS END OF PVMNT E AC 2 425 32 13,709 49 66 26 8 12/15/25 New Construction - AC 1/1/80 27 119 HILL ST OHIO AVE TEMPLE AVE E AC 2 294 33 10,454 49 55 32 13 12/16/25 New Construction - AC 1/1/80 14 7 20TH ST JUNIPERO AVE STANLEY PL E AC 2 295 33 10,347 49 34 66 0 12/17/25 New Construction - AC 1/1/80 33 235 WALL ST MOLINO AVE TEMPLE AVE E AC 2 619 33 20,668 50 33 58 9 12/19/25 Pothole Repair - AC 11/13/24 22 47 33RD ST ORANGE AVE WALNUT AVE E AAC 2 1,258 34 42,298 52 40 44 16 12/4/25 Overlay - AC Structural 10/31/24 40 102 GAVIOTA AVE HILL ST ALAMITOS AVE E AC 2 925 39 36,542 52 49 38 13 12/17/25 New Construction - AC 1/1/80 14 11 20TH ST ALAMITOS AVE CHERRY AVE E AC 2 1,094 34 36,288 52 15 74 11 12/17/25 Pothole Repair - AC 11/13/22 29 178 PANORAMA DR MOLINO ST TEMPLE AVE E AC 1 892 11 17,627 53 66 34 0 12/16/25 New Construction - AC 1/1/80 68 192 SIGNAL PKWY 28TH ST WILLOW ST E AC 0 1,230 60 76,567 53 51 43 6 12/18/25 New Construction - AC 1/1/80 11 91 DAWSON AVE 28TH ST 27TH ST E AC 2 621 37 23,530 54 45 33 22 12/16/25 New Construction - AC 1/1/80 16 17 23RD ST LEMON AVE ORANGE AVE E AC 2 611 28 17,823 54 16 76 8 12/12/25 New Construction - AC 1/1/80 14 6 20TH ST CHERRY AVE JUNIPERO AVE E AC 2 1,264 38 47,410 55 42 52 6 12/17/25 Pothole Repair - AC 5/13/24 8 81 CORONADO AVE 19TH ST PCH E AC 2 629 40 24,859 55 61 38 1 12/19/25 New Construction - AC 1/1/80 14 8 20TH ST MOLINO AVE TEMPLE AVE E AC 2 627 34 21,913 56 67 28 5 1/14/22 New Construction - AC 1/1/80 40 104 GAVIOTA AVE CRESCENT HEIGHTS ST BURNETT ST E AC 2 619 25 16,696 57 47 21 32 12/12/25 New Construction - AC 1/1/80 45 125 INDUSTRY DR REDONDO AVE WEST TERMINUS E AC 2 931 41 39,870 58 61 34 5 12/18/25 Pothole Repair - AC 11/13/24 18 26 27TH ST DAWSON AVE RAYMOND AVE E AC 2 282 38 10,609 59 57 32 11 12/16/25 New Construction - AC 1/1/80 47 132 JUNIPERO AVE 28TH ST 27TH ST E AC 2 601 40 26,774 60 41 47 12 12/16/25 New Construction - AC 1/1/80 10 85 CRESCENT HEIGHTS ST WALNUT AVE CHERRY AVE E AC 0 1,246 40 47,028 61 47 31 22 12/12/25 New Construction - AC 1/1/80 51 148 MOLINO AVE 19TH ST PCH E AC 2 591 33 19,915 61 37 43 20 1/14/22 New Construction - AC 1/1/80 55 134 LEGION DR HILL ST NORTH TERM E AC 2 632 16 16,608 63 55 41 4 12/15/25 New Construction - AC 1/1/80 51 149 MOLINO AVE 20TH ST NORTH TERM E AC 2 87 16 1,275 64 72 28 0 1/14/22 New Construction - AC 1/1/80 71 214 STANLEY AVE END 20TH ST E AC 2 557 32 17,580 64 39 60 1 12/17/25 New Construction - AC 1/1/80 67 207 SAINT LOUIS AVE HILL ST NORTH TERM E AC 2 383 26 12,824 65 24 76 0 12/16/25 New Construction - AC 1/1/80 13 4 19TH ST TEMPLE AVE ORIZABA AVE E AC 2 631 34 21,176 65 28 30 42 12/19/25 New Construction - AC 1/1/80 47 129 JUNIPERO AVE WIILLOW ST SOUTH TERM E AC 2 585 35 20,096 65 61 39 0 12/18/25 New Construction - AC 1/1/80 28 156 NEVADA ST CERRITOS AVE ORANGE AVE E AC 2 279 27 7,439 66 20 80 0 12/17/25 New Construction - AC 1/1/80 64 182 RAYMOND AVE 21ST ST 20TH ST E AC 2 609 33 20,270 66 0 51 49 12/15/25 Surface Treatment - Slurry Seal 6/9/21 34 245 WALTON ST LIME AVE MYRTLE AVE E AC 2 607 33 21,627 67 35 56 9 12/15/25 New Construction - AC 1/1/80

City of Signal Hill, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI Order (0-100)
Branch ID Sec ID Name From To Rank Surface Type Lanes L W Area PCI Load % Climate % Other % Insp. Date Work History Type Work Date 38 97 FREEMAN AVE 20TH ST PCH E AC 2 1,262 41 52,431 67 47 41 12 12/19/25 Pothole Repair - AC 11/13/25 42 108 GUNDRY AVE WILLOW ST PAVEMENT CHAMGE E AC 2 163 38 5,939 67 36 50 14 12/17/25 New Construction - AC 1/1/80 67 208 SAINT LOUIS AVE 21ST ST 20TH ST E AC 2 610 34 20,068 67 0 87 13 12/15/25 New Construction - AC 1/1/80 17 21 25TH ST WEST TERMINUS CALIFORNIA AVE E AC 2 299 32 9,271 68 15 85 0 12/17/25 New Construction - AC 1/1/80 67 209 SAINT LOUIS AVE 20TH ST 19TH ST E AC 2 611 34 21,240 69 0 75 25 12/16/25 New Construction - AC 1/1/80 11 87 DAWSON AVE NORTH TERMINUS SKYLINE DR E AC 2 500 35 20,256 69 12 88 0 12/16/25 New Construction - AC 1/1/80 13 3 19TH ST MOLINO AVE TEMPLE AVE E AC 2 628 33 20,489 69 26 69 5 12/18/25 New Construction - AC 1/1/80 13 5 19TH ST OBISPO AVE REDONDO AVE E AC 0 769 40 30,120 69 45 24 31 12/19/25 New Construction - AC 1/1/80 18 25 27TH ST ST LOUIS AVE DAWSON AVE E AC 2 284 38 10,430 70 43 25 32 12/16/25 New Construction - AC 1/1/80 11 88 DAWSON AVE 21ST ST 20TH ST E AC 2 608 36 21,529 70 0 91 9 12/15/25 Surface Treatment - Slurry Seal 6/16/21 30 181 PATTERSON ST CITY LIMITS EAST TERMINUS E AC 0 263 34 9,335 70 49 48 3 12/15/25 New Construction - AC 1/1/80 71 215 STANLEY AVE 20TH ST 19TH ST E AC 2 623 34 21,642 70 0 88 12 1/14/22 New Construction - AC 1/1/80 71 216 STANLEY AVE 19TH ST PCH E AC 2 601 34 19,929 70 26 74 0 1/14/22 New Construction - AC 1/1/80 18 27 27TH ST RAYMOND AVE JUNIPERO AVE E AC 2 273 40 12,202 70 56 31 13 12/16/25 New Construction - AC 1/1/80 64 183 RAYMOND AVE 20TH ST 19TH ST E AC 2 613 33 20,354 71 8 89 3 12/15/25 Surface Treatment - Slurry Seal 6/16/21 22 45 33RD ST LEMON AVE CERRITOS AVE E AAC 2 281 35 10,091 71 38 32 30 12/4/25 Overlay - AC Structural 10/31/24 39 100 GARDENA AVE SPRING ST 29TH ST E AC 2 582 41 25,013 71 43 48 9 12/17/25 New Construction - AC 1/1/80 66 190 ROSE AVE CRESCENT HEIGHTS ST BURNETT ST E AC 2 612 29 18,911 71 24 44 32 12/12/25 New Construction - AC 1/1/80 27 117 HILL ST SKYLINE DR STANLEY AVE E AC 2 536 30 19,070 71 19 81 0 12/16/25 New Construction - AC 1/1/80 36 94 ELLIS AVE GLADYS AVE END E AC 2 295 39 14,711 72 71 17 12 12/19/25 New Construction - AC 1/1/80 51 147 MOLINO AVE 20TH ST 19TH ST E AC 2 635 32 21,873 72 48 48 4 1/14/22 New Construction - AC 1/1/80 11 90 DAWSON AVE 19TH ST VILLAGE WAY E AC 2 481 38 19,663 72 14 86 0 12/15/25 Surface Treatment - Slurry Seal 6/16/21 21 40 32ND ST CALIFORNIA AVE ORANGE AVE E AC 2 1,261 35 42,094 73 27 69 4 12/12/25 New Construction - AC 1/1/80 38 98 FREEMAN AVE 550' N/20TH ST NORTH TERM E AC 2 212 16 4,269 73 39 29 32 12/19/25 New Construction - AC 1/1/80 48 135 LEMON AVE CITY LIMITS 33RD ST E AC 2 534 36 19,017 73 60 40 0 12/12/25 Surface Treatment - Slurry Seal 3/4/22 14 10 20TH ST ORIZABA AVE OBISPO AVE E AC 2 588 40 24,995 73 16 64 20 12/18/25 Pothole Repair - AC 11/13/25 48 138 LEMON AVE NEVADA ST BURNETT ST E AC 2 181 33 6,879 73 0 100 0 12/12/25 New Construction - AC 1/1/80 16 16 23RD ST ORANGE AVE WALNUT AVE E AAC 2 1,263 29 39,189 73 56 44 0 12/15/25 Overlay - AC Structural 10/31/16 37 95 FALCON AVE CITY LIMITS 33RD ST E AC 2 555 34 18,944 74 54 29 17 12/12/25 Surface Treatment - Slurry Seal 10/16/22 22 46 33RD ST CERRITOS AVE ORANGE AVE E AAC 2 278 35 10,140 74 43 40 17 12/4/25 Overlay - AC Structural 10/31/24 48 139 LEMON AVE BURNETT ST END E AC 2 781 33 25,836 75 0 95 5 12/12/25 Surface Treatment - Slurry Seal 10/31/22 17 18 25TH ST LEWIS AVE LEMON AVE E AC 2 281 42 12,045 75 0 100 0 12/17/25 New Construction - AC 1/1/80 42 110 GUNDRY AVE WARDLOW RD 33RD ST E AC 2 613 30 16,635 76 55 45 0 12/12/25 Surface Treatment - Slurry Seal 10/16/22 18 22 27TH ST WEST TERMINUS CHERRY AVE E AC 2 308 40 12,829 76 0 49 51 12/16/25 New Construction - AC 1/1/80 17 20 25TH ST CERRITOS AVE ORANGE AVE E AC 2 261 42 11,609 76 18 82 0 12/17/25 New Construction - AC 1/1/80 47 131 JUNIPERO AVE 27TH ST WILLOW ST E AC 2 580 38 24,186 76 32 61 7 12/16/25 New Construction - AC 1/1/80 22 43 33RD ST CALIFORNIA AVE LEWIS AVE E AAC 2 279 35 9,890 76 29 37 34 12/4/25 Overlay - AC Structural 10/31/24 50 144 LIME AVE CITY LIMITS 33RD ST E AC 2 540 36 18,216 77 43 53 4 12/12/25 Surface Treatment - Slurry Seal 3/4/22 15 15 21ST ST WALNUT AVE GUNDRY AVE E AC 2 437 40 16,713 77 27 69 4 1/11/22 New Construction - AC 1/1/80 5 63 CERRITOS AVE 23RD ST ALLIANCE AVE E AC 2 354 26 9,818 77 0 100 0 12/12/25 Surface Treatment - Slurry Seal 10/31/22 51 150 MOLINO AVE SKYLINE DR HILL ST E AC 2 495 36 17,923 77 0 100 0 12/16/25 Surface Treatment - Slurry Seal 10/16/22 71 213 STANLEY AVE HILL ST 21ST ST E AC 2 939 36 35,042 78 9 61 30 12/16/25 Surface Treatment - Slurry Seal 10/16/22 17 19 25TH ST LEMON AVE CERRITOS AVE E AC 2 276 42 12,295 78 0 100 0 12/17/25 New Construction - AC 1/1/80 26 107 GRANT ST OBISPO AVE REDONDO AVE E AC 2 794 38 27,385 78 7 55 38 12/19/25 New Construction - AC 1/1/80 13 1 19TH ST CHERRY AVE JUNIPERO AVE E AC 2 1,273 33 42,506 78 28 59 13 12/18/25 Surface Treatment - Slurry Seal 10/31/22 57 231 TERRACE DR 21ST ST SOUTH TERM E AC 2 233 27 6,655 78 0 100 0 12/19/25 New Construction - AC 1/1/80 11 89 DAWSON AVE 20TH ST 19TH ST E AC 2 615 40 23,902 78 13 85 2 12/15/25 Surface Treatment - Slurry Seal 6/9/21 27 115 HILL ST CHERRY AVE GATE E AC 2 314 35 12,668 79 31 69 0 12/16/25 New Construction - AC 1/1/80 19 32 28TH ST WEST END CALIFORNIA AVE E AC 2 620 33 20,525 79 0 100 0 12/15/25 New Construction - AC 1/1/80 5 60 CERRITOS AVE CITY LIMITS 33RD ST E AC 2 544 35 18,736 79 57 43 0 12/12/25 Surface Treatment - Slurry Seal 3/4/22 71 217 STANLEY AVE SKYLINE DR HILL ST E AC 2 642 37 22,319 79 12 88 0 12/16/25 Surface Treatment - Slurry Seal 10/16/22 5 62 CERRITOS AVE WILLOW ST BURNETT ST E AC 2 1,233 38 44,598 79 21 79 0 12/12/25 New Construction - AC 1/1/80 64 184 RAYMOND AVE 19TH ST VILLAGE WAY E AC 2 472 32 15,960 80 0 100 0 12/15/25 Surface Treatment - Slurry Seal 6/16/21 13 261 19TH ST REDONDO AVE RESERVOIR DR E AC 2 84 38 2,290 80 43 35 22 12/19/25 New Construction - AC 1/1/80

City of Signal Hill, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI Order (0-100)
Branch ID Sec ID Name From To Rank Surface Type Lanes L W Area PCI Load % Climate % Other % Insp. Date Work History Type Work Date 62 174 ORIZABA AVE 20TH ST 19TH ST E AC 2 606 37 23,946 81 0 100 0 12/18/25 Surface Treatment - Slurry Seal 10/31/22 22 44 33RD ST LEWIS AVE LEMON AVE E AAC 2 287 34 9,617 82 16 54 30 12/4/25 Overlay - AC Structural 10/31/24 5 64 CERRITOS AVE BURNETT ST 23RD ST E AC 0 628 39 24,502 82 0 100 0 12/12/25 Surface Treatment - Slurry Seal 10/31/22 48 137 LEMON AVE WILLOW ST NEVADA ST E AC 2 993 38 22,113 82 0 60 40 12/12/25 New Construction - AC 1/1/80 49 143 LEWIS AVE BURNETT ST SOUTH TERMINUS E AC 2 510 35 18,732 82 0 96 4 12/12/25 Surface Treatment - Slurry Seal 10/31/22 38 96 FREEMAN AVE 20TH ST 550' N/20TH ST E AC 2 463 31 16,470 83 12 57 31 12/19/25 New Construction - AC 1/1/80 53 152 MYRTLE AVE CITY LIMITS 33RD ST E AC 2 540 32 17,764 83 0 100 0 12/12/25 Surface Treatment - Slurry Seal 3/4/22 48 136 LEMON AVE 33RD ST 32ND ST E AC 2 606 34 21,042 83 26 74 0 12/12/25 Surface Treatment - Slurry Seal 3/4/22 22 42 33RD ST CITY LIMITS CALIFORNIA AVE E AC 4 1,109 54 59,204 83 30 56 14 12/4/25 Surface Treatment - Slurry Seal 3/4/22 42 109 GUNDRY AVE PAVEMENT CHANGE SOUTH TERM E AC 2 327 31 14,135 83 0 100 0 12/17/25 New Construction - AC 1/1/80 53 153 MYRTLE AVE WILLOW ST 27TH ST E AC 2 613 38 22,392 84 21 79 0 12/15/25 New Construction - AC 1/1/80 41 106 GLADYS AVE 19TH ST ELLIS AVE E AC 2 342 37 12,517 84 0 97 3 12/19/25 New Construction - AC 1/1/80 20 39 29TH ST WALNUT AVE CHERRY AVE E AAC 2 1,234 39 47,351 85 24 76 0 12/4/25 Overlay - AC Structural 10/31/16 49 141 LEWIS AVE 33RD ST 32ND ST E AC 2 607 35 22,353 85 31 69 0 12/12/25 New Construction - AC 1/1/80 51 146 MOLINO AVE PANORAMA DR SKYLINE DR E AC 2 325 36 13,947 85 0 100 0 12/16/25 New Construction - AC 1/1/80 59 161 OHIO AVE HILL ST 21ST ST E AC 2 597 37 22,770 85 16 81 3 12/16/25 Surface Treatment - Slurry Seal 10/16/22 27 118 HILL ST STANLEY AVE OHIO AVE E AC 2 477 37 18,485 85 0 100 0 12/16/25 Pothole Repair - AC 11/13/22 39 99 GARDENA AVE CRESCENT HEIGHTS ST BURNETT ST E AC 2 618 31 22,183 85 0 86 14 12/12/25 New Construction - AC 1/1/80 59 162 OHIO AVE 20TH ST NORTH TERM E AC 2 139 19 2,790 85 52 48 0 1/14/22 New Construction - AC 1/1/80 50 145 LIME AVE WILLOW ST 27TH ST E AC 2 599 33 21,512 85 0 72 28 12/15/25 New Construction - AC 1/1/80 62 176 ORIZABA AVE 20TH ST NORTH TERM E AC 2 1,070 29 33,206 86 0 96 4 12/18/25 Surface Treatment - Slurry Seal 10/31/22 28 154 NEVADA ST LEWIS AVE LEMON AVE E AC 2 288 26 8,094 86 0 10 90 12/17/25 New Construction - AC 1/1/80 3 50 BRAYTON AVE WARDLOW RD 33RD ST E AC 2 614 29 15,182 86 57 41 2 12/12/25 Surface Treatment - Slurry Seal 10/16/23 14 9 20TH ST CRESCENT DR ORIZABA AVE E AC 2 556 36 20,121 87 0 100 0 12/18/25 New Construction - AC 1/1/80 30 180 PATTERSON ST CALIFORNIA AVE WEST TERMINUS E AC 2 616 38 21,806 87 0 100 0 12/15/25 New Construction - AC 1/1/80 67 210 SAINT LOUIS AVE 19TH ST SOUTH TERM E AC 2 388 29 13,037 87 16 84 0 12/15/25 Surface Treatment - Slurry Seal 6/16/21 39 101 GARDENA AVE 29TH ST 28TH ST E AAC 0 598 41 25,258 88 42 58 0 12/17/25 Overlay - AC Structural 10/31/16 59 160 OHIO AVE PANORAMA DR SKYLINE DR E AC 2 248 35 8,937 88 0 67 33 12/16/25 New Construction - AC 1/1/80 74 233 VILLAGE WAY DAWSON AVE RAYMOND AVE E AC 2 306 32 9,608 88 0 100 0 12/15/25 New Construction - AC 1/1/80 5 61 CERRITOS AVE 33RD ST 32ND ST E AC 2 606 35 23,204 89 38 59 3 12/12/25 Surface Treatment - Slurry Seal 3/4/22 49 142 LEWIS AVE WILLOW ST BURNETT ST E AC 2 1,229 38 45,167 89 34 60 6 12/12/25 New Construction - AC 1/1/80 18 24 27TH ST CHERRY AVE ST LOUIS AVE E AC 2 265 38 10,026 89 0 61 39 12/16/25 New Construction - AC 1/1/80 62 175 ORIZABA AVE PCH NORTH TERM E AC 2 377 31 15,384 89 0 100 0 12/19/25 New Construction - AC 1/1/80 63 259 PAPADAKIS WAY 20TH ST NORTH TERM E PCC 1 199 12 3,370 89 0 59 41 12/18/25 New Construction - PCC 1/1/80 46 126 JESSIE NELSON CIR HILL ST WEST TERMINUS E AC 2 406 30 13,795 89 0 100 0 12/16/25 Surface Treatment - Slurry Seal 5/30/24 72 218 SUNSET VIEW CRESCENT DR ORIZABA AVE E AC 2 469 32 15,108 89 40 60 0 12/18/25 New Construction - AC 1/1/80 74 234 VILLAGE WAY RAYMOND AVE EAST TERMINUS E AC 2 139 32 5,730 90 0 100 0 12/15/25 New Construction - AC 1/1/80 60 164 OLIVE AVE CITY LIMITS 33RD ST E AC 0 542 33 17,731 90 20 59 21 12/12/25 Surface Treatment - Slurry Seal 3/4/22 9 84 CRESCENT DR 20TH ST MOONSTONE DR E AC 2 485 32 18,327 91 0 100 0 12/18/25 New Construction - AC 1/1/80 9 83 CRESCENT DR NORTH TERM SUNSET VIEW E AC 2 370 32 15,950 91 0 100 0 12/18/25 New Construction - AC 1/1/80 44 124 HUMMINGBIRD LN DISCOVERY WAY EAST TERMINUS E AC 2 141 33 6,742 92 32 68 0 12/18/25 New Construction - AC 1/1/80 12 93 DISCOVERY WAY 20TH ST MOONSTONE DR E AC 2 406 32 13,970 92 0 100 0 12/18/25 New Construction - AC 1/1/80 40 105 GAVIOTA AVE NORTH TERM HILL ST E AAC 2 609 29 21,084 93 69 31 0 12/15/25 Overlay - AC Structural 10/31/16 52 151 MOONSTONE DR CRESCENT DR DISCOVERY WAY E AC 2 208 32 7,596 93 0 100 0 12/18/25 New Construction - AC 1/1/80 69 193 SIGNAL POINTE CRESCENT DR EAST TERMINUS E AC 0 142 36 7,184 94 0 100 0 12/18/25 New Construction - AC 1/1/80 9 82 CRESCENT DR SUNSET VIEW 20TH ST E AC 2 484 33 18,053 95 0 100 0 12/18/25 New Construction - AC 1/1/80 59 163 OHIO AVE SKYLINE DR HILL ST E AC 2 590 38 23,011 99 0 100 0 12/16/25 Complete Reconstruction - AC 6/30/23 56 177 PALM DR WILLOW ST OBISPO AVE E AC 2 1,467 33 49,608 100 0 0 100 12/18/25 Complete Reconstruction - AC 10/31/23 18 29 27TH ST ALLEY WALNUT AVE E AC 0 294 18 5,602 100 0 0 0 12/17/25 New Construction - AC 1/1/80 28 155 NEVADA ST LEMON AVE CERRITOS AVE E AC 2 285 27 7,679 100 0 0 0 12/17/25 New Construction - AC 1/1/80

17.4 3,316,706

City of Signal Hill, CA Page 32
2025 Pavement Management Program
Final Report – January 20, 2026 Section IV

SECTION IV

FORECAST MAINTENANCE & REHABILITATION (FMR) REPORT
A. Increase PCI Budget, Five Year Plan (2026-2030)
City of Signal Hill, CA Page 33
2025 Pavement Management Program
Final Report – January 20, 2026 Section IV

A. FORECAST MAINTENANCE & REHABILITATION REPORT
Section by section recommended street listing sorted by street classification, plan year then alphabetically; this report presents the year and action corresponding to the next scheduled work activity for specific segments within the pavement network. Sections not shown are considered as deferred maintenance. This report can be used by the City to determine what pavement sections are selected for each fiscal year.

INCREASE PCI TO 80 BUDGET – A “Increase PCI to 80” budget was generated for the City to demonstrate what level of annual Public Works maintenance and rehabilitation CIP funding is necessary to increase the citywide weighted PCI to 80 by FY 2030.

We have sorted the following report by street classifications for easy review (Arterial – Local, A to Z order).

In general sections are chosen first and foremost on available budget; secondly, the square footage of each section plays a large factor. The software initially chooses the draft sections that will increase PCI, sustain PCI or slow PCI deterioration within the budgeted timeframe. Additionally, the types of distress, distress extents and severities (high, medium, low) also determine how sections are/can be selected. *All multi-year budget projections include an annual 4% unit cost inflation rate for the term of the budget forecast, as well as a 25% contingency on material costs which typically cover additional project costs for contract administration, design, construction management.

The City of Signal Hill makes all final decisions on what pavement sections are scheduled for improvement and within which fiscal year.

City of Signal Hill, CA Page 34
2025 Pavement Management Program
Final Report – January 20, 2026 Section IV

FORECAST MAINTENANCE & REHABILITATION (FMR) REPORT
INCREASE PCI TO 80 BUDGET
City of Signal Hill, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2026-2030 Sorted by Rank, FY, Name Order (A-Z)
FY Branch ID Sec ID Name From To Rank Surface Type Lanes L W Area PCI Load % Climate % Other % Maintenance Recommendations Total $ Work History Type Work Date Arterials / Collectors
2026-27 19 30 28TH ST CHERRY AVE JUNIPERO AVE B AC 2 1,282 37 49,610 81 57 43 0 Micro-Surfacing $54,571 New Construction - AC 1/1/80 2026-27 19 33 28TH ST JUNIPERO AVE TEMPLE AVE B AC 2 1,235 61 73,161 35 48 40 12 AC Grind-Overlay $417,018 New Construction - AC 1/1/80 2026-27 19 35 28TH ST GUNDRY AVE WALNUT AVE B AC 2 610 40 31,740 40 57 36 7 Grind-ARHM Overlay $188,853 New Construction - AC 1/1/80 2026-27 19 34 28TH ST ORANGE AVE GUNDRY AVE B AC 2 610 39 27,622 30 65 29 6 Grind-ARHM Overlay $164,351 Pothole Repair - AC 6/13/23 2026-27 75 244 WALNUT AVE 33RD ST 32ND ST B AC 2 616 55 36,313 33 48 37 15 AC Grind-Overlay $206,984 Pothole Repair - AC 11/13/23 2026-27 75 242 WALNUT AVE HILL ST CITY LIMITS B AC 2 1,073 37 37,646 46 38 57 5 AC Grind-Overlay $214,582 Pothole Repair - AC 8/13/23 2026-27 61 169 ORANGE AVE 25TH ST BURNETT ST B AAC 2 630 46 30,965 85 0 100 0 Micro-Surfacing $34,062 Overlay - AC Structural 1/1/18 2026-27 61 170 ORANGE AVE BURNETT ST 23RD ST B AAC 2 637 46 30,557 83 0 100 0 Micro-Surfacing $33,613 Overlay - AC Structural 1/1/19 2026-27 61 171 ORANGE AVE 23RD ST HILL ST B AAC 2 616 47 30,169 84 4 96 0 Micro-Surfacing $33,186 Overlay - AC Structural 1/1/19 2026-27 61 172 ORANGE AVE 29TH ST WILLOW ST B AAC 2 1,962 47 98,910 80 29 71 0 Micro-Surfacing $108,801 Overlay - AC Structural 1/1/18 2026-27 61 173 ORANGE AVE SPRING ST 29TH ST B AAC 3 590 65 46,887 77 0 100 0 Micro-Surfacing $51,576 Overlay - AC Structural 1/1/18 2026-27 70 194 SKYLINE DR DAWSON AVE PANORAMA DR B AC 2 1,771 36 69,488 84 38 62 0 Micro-Surfacing $76,437 New Construction - AC 1/1/80 $1,584,033
2027-28 4 55 CALIFORNIA AVE 33RD ST 405 BRIDGE B AC 2 821 38 33,822 83 0 41 59 Micro-Surfacing $38,557 New Construction - AC 1/1/80 2027-28 4 56 CALIFORNIA AVE CITY LIMITS 33RD ST B AC 2 536 36 21,446 86 0 78 22 Micro-Surfacing $24,448 New Construction - AC 1/1/80 2027-28 4 57 CALIFORNIA AVE WILLOW ST CITY LIMITS B AC 2 1,557 47 60,185 70 48 40 12 Micro-Surfacing $68,611 New Construction - AC 1/1/80 2027-28 4 58 CALIFORNIA AVE 405 BRIDGE SPRING ST B AC 2 774 40 33,507 44 29 61 10 Grind-ARHM Overlay $207,408 New Construction - AC 1/1/80 2027-28 6 67 CHERRY AVE 21ST ST 20TH ST A AC 2 648 30 24,808 76 22 78 0 Micro-Surfacing $28,281 New Construction - AC 1/1/80 2027-28 6 68 CHERRY AVE 20TH ST 21ST ST A AC 2 650 31 28,191 74 16 84 0 Micro-Surfacing $32,138 New Construction - AC 1/1/80 2027-28 6 71 CHERRY AVE HILL ST 21ST ST A AC 2 609 33 24,052 78 0 100 0 Micro-Surfacing $27,419 New Construction - AC 1/1/80 2027-28 6 72 CHERRY AVE 21ST ST HILL ST A AC 2 584 31 24,684 76 0 100 0 Micro-Surfacing $28,140 New Construction - AC 1/1/80 2027-28 6 73 CHERRY AVE SPRING ST 28TH ST A AC 2 1,216 32 48,459 70 23 65 12 Micro-Surfacing $55,243 New Construction - AC 1/1/80 2027-28 6 74 CHERRY AVE 28TH ST SPRING ST A AC 2 1,221 32 53,692 79 20 80 0 Micro-Surfacing $61,209 New Construction - AC 1/1/80 2027-28 6 75 CHERRY AVE 28TH ST WILLOW ST A AC 3 1,278 40 52,041 77 27 54 19 Micro-Surfacing $59,327 New Construction - AC 1/1/80 2027-28 6 76 CHERRY AVE WILLOW ST 28TH ST A AC 3 1,278 40 49,394 64 27 73 0 AC Grind-Overlay $292,906 New Construction - AC 1/1/80 2027-28 6 78 CHERRY AVE BURNETT ST WILLOW ST A AC 2 1,258 31 51,039 79 0 100 0 Micro-Surfacing $58,184 New Construction - AC 1/1/80 $981,872
2028-29 58 157 OBISPO AVE TEMPLE AVE HILL ST B AC 2 2,271 25 67,715 53 62 34 4 Grind-ARHM Overlay $436,085 New Construction - AC 1/1/80 2028-29 58 158 OBISPO AVE HILL ST TEMPLE AVE B AC 2 2,271 21 68,151 56 43 54 3 AC Grind-Overlay $420,492 New Construction - AC 1/1/80 2028-29 58 159 OBISPO AVE 20TH ST PCH C AC 2 1,227 60 74,957 51 49 38 13 AC Grind-Overlay $462,485 New Construction - AC 1/1/80 2028-29 35 247 WILLOW ST CALIFORNIA AVE CITY LIMITS A AAC 3 1,218 34 47,014 85 0 83 17 Micro-Surfacing $55,947 Overlay - AC Structural 10/31/16 2028-29 35 254 WILLOW ST CHERRY AVE JUNIPERO AVE A AC 3 1,320 35 49,693 74 41 35 24 Micro-Surfacing $59,135 New Construction - AC 1/1/80 2028-29 35 256 WILLOW ST JUNIPERO AVE TEMPLE AVE A AC 3 1,216 36 50,006 72 42 41 17 Micro-Surfacing $59,507 New Construction - AC 1/1/80 2028-29 35 257 WILLOW ST TEMPLE AVE JUNIPERO AVE A AC 3 1,213 34 49,500 79 11 51 38 Micro-Surfacing $58,905 New Construction - AC 1/1/80 $1,552,554
2029-30 23 52 BURNETT ST CALIFORNIA AVE ORANGE AVE B AC 2 1,263 33 41,521 79 48 42 10 Micro-Surfacing $51,486 New Construction - AC 1/1/80 2029-30 23 53 BURNETT ST ORANGE AVE WALNUT AVE B AC 2 1,244 40 46,387 42 63 27 10 Grind-ARHM Overlay $310,329 New Construction - AC 1/1/80 2029-30 23 54 BURNETT ST WALNUT AVE CHERRY AVE B AC 2 1,254 38 45,214 49 36 44 20 AC Grind-Overlay $289,822 New Construction - AC 1/1/80 2029-30 27 116 HILL ST OBISPO AVE REDONDO AVE B AC 2 883 44 51,431 82 0 100 0 Micro-Surfacing $63,774 New Construction - AC 1/1/80 2029-30 27 121 HILL ST OBISPO AVE TEMPLE AVE B AC 1 1,233 16 22,915 74 66 29 5 Micro-Surfacing $28,415 New Construction - AC 1/1/80 $743,826
2030-31 47 133 JUNIPERO AVE SPRING ST 28TH ST B AC 2 1,237 60 69,127 40 50 38 12 AC Grind-Overlay $461,077 New Construction - AC 1/1/80 2030-31 73 219 TEMPLE AVE PANORAMA DR HILL ST B AC 2 465 40 19,065 76 26 74 0 Micro-Surfacing $24,594 New Construction - AC 1/1/80 2030-31 73 220 TEMPLE AVE HILL ST 21ST ST B AC 2 610 36 23,767 70 44 51 5 Micro-Surfacing $30,659 New Construction - AC 1/1/80 2030-31 73 221 TEMPLE AVE 21ST ST 19TH ST B AC 2 1,257 36 49,310 81 0 77 23 Micro-Surfacing $63,610 New Construction - AC 1/1/80 2030-31 75 236 WALNUT AVE SPRING ST 29TH ST B AC 2 582 46 31,901 76 44 41 15 Micro-Surfacing $41,152 New Construction - AC 1/1/80 2030-31 75 239 WALNUT AVE WILLOW ST BURNETT ST B AC 2 1,216 47 65,769 74 74 21 5 Micro-Surfacing $84,842 New Construction - AC 1/1/80 2030-31 75 243 WALNUT AVE WARDLOW RD 33RD ST B AC 2 593 37 22,269 50 43 53 4 AC Grind-Overlay $148,534 New Construction - AC 1/1/80 $854,469
Locals
2026-27 14 7 20TH ST JUNIPERO AVE STANLEY PL E AC 2 295 33 10,347 49 34 66 0 AC Grind-Overlay $45,009 New Construction - AC 1/1/80 2026-27 14 8 20TH ST MOLINO AVE TEMPLE AVE E AC 2 627 34 21,913 56 67 28 5 AC Grind-Overlay $95,322 New Construction - AC 1/1/80 2026-27 14 9 20TH ST CRESCENT DR ORIZABA AVE E AC 2 556 36 20,121 87 0 100 0 Type II Slurry Seal $10,061 New Construction - AC 1/1/80 2026-27 15 15 21ST ST WALNUT AVE GUNDRY AVE E AC 2 437 40 16,713 77 27 69 4 Type II Slurry Seal $8,357 New Construction - AC 1/1/80 2026-27 16 16 23RD ST ORANGE AVE WALNUT AVE E AAC 2 1,263 29 39,189 73 56 44 0 Type II Slurry Seal $19,595 Overlay - AC Structural 10/31/16 2026-27 16 17 23RD ST LEMON AVE ORANGE AVE E AC 2 611 28 17,823 54 16 76 8 AC Grind-Overlay $77,530 New Construction - AC 1/1/80 2026-27 20 39 29TH ST WALNUT AVE CHERRY AVE E AAC 2 1,234 39 47,351 85 24 76 0 Type II Slurry Seal $23,676 Overlay - AC Structural 10/31/16 2026-27 22 42 33RD ST CITY LIMITS CALIFORNIA AVE E AC 4 1,109 54 59,204 83 30 56 14 Type II Slurry Seal $29,602 Surface Treatment - Slurry Seal 3/4/22 2026-27 39 101 GARDENA AVE 29TH ST 28TH ST E AAC 0 598 41 25,258 88 42 58 0 Type II Slurry Seal $12,629 Overlay - AC Structural 10/31/16 2026-27 59 160 OHIO AVE PANORAMA DR SKYLINE DR E AC 2 248 35 8,937 88 0 67 33 Type II Slurry Seal $4,469 New Construction - AC 1/1/80 2026-27 30 180 PATTERSON ST CALIFORNIA AVE WEST TERMINUS E AC 2 616 38 21,806 87 0 100 0 Type II Slurry Seal $10,903 New Construction - AC 1/1/80 2026-27 66 189 ROSE AVE 28TH ST SOUTH TERM E AC 2 609 36 21,108 37 55 36 9 AC Grind-Overlay $91,820 New Construction - AC 1/1/80 2026-27 66 190 ROSE AVE CRESCENT HEIGHTS ST BURNETT ST E AC 2 612 29 18,911 71 24 44 32 Type II Slurry Seal $9,456 New Construction - AC 1/1/80

City of Signal Hill, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2026-2030 Sorted by Rank, FY, Name Order (A-Z)
FY Branch ID Sec ID Name From To Rank Surface Type Lanes L W Area PCI Load % Climate % Other % Maintenance Recommendations Total $ Work History Type Work Date 2026-27 66 191 ROSE AVE HILL ST NORTH TERM E AC 2 639 32 20,015 44 45 50 5 AC Grind-Overlay $87,065 New Construction - AC 1/1/80 2026-27 67 207 SAINT LOUIS AVE HILL ST NORTH TERM E AC 2 383 26 12,824 65 24 76 0 AC Grind-Overlay $55,784 New Construction - AC 1/1/80 2026-27 67 208 SAINT LOUIS AVE 21ST ST 20TH ST E AC 2 610 34 20,068 67 0 87 13 Type II Slurry Seal $10,034 New Construction - AC 1/1/80 2026-27 67 209 SAINT LOUIS AVE 20TH ST 19TH ST E AC 2 611 34 21,240 69 0 75 25 Type II Slurry Seal $10,620 New Construction - AC 1/1/80 2026-27 67 210 SAINT LOUIS AVE 19TH ST SOUTH TERM E AC 2 388 29 13,037 87 16 84 0 Type II Slurry Seal $6,519 Surface Treatment - Slurry Seal 6/16/21 2026-27 67 211 SAINT LOUIS AVE 27TH ST WILLOW ST E AC 2 579 39 22,853 46 61 38 1 AC Grind-Overlay $99,411 New Construction - AC 1/1/80 2026-27 67 212 SAINT LOUIS AVE 28TH ST 27TH ST E AC 2 610 36 23,217 32 74 25 1 AC Grind-Overlay $100,994 New Construction - AC 1/1/80 2028-29 71 214 STANLEY AVE END 20TH ST E AC 2 557 32 17,580 64 39 60 1 AC Grind-Overlay $76,473 New Construction - AC 1/1/80 2026-27 74 233 VILLAGE WAY DAWSON AVE RAYMOND AVE E AC 2 306 32 9,608 88 0 100 0 Type II Slurry Seal $4,804 New Construction - AC 1/1/80 $890,130
2027-28 25 86 CRESTON ST WALNUT AVE EAST TERMINUS E AC 2 1,005 28 39,425 42 43 53 4 AC Grind-Overlay $178,201 New Construction - AC 1/1/80 2027-28 11 87 DAWSON AVE NORTH TERMINUS SKYLINE DR E AC 2 500 35 20,256 69 12 88 0 Type II Slurry Seal $10,533 New Construction - AC 1/1/80 2027-28 11 88 DAWSON AVE 21ST ST 20TH ST E AC 2 608 36 21,529 70 0 91 9 Type II Slurry Seal $11,195 Surface Treatment - Slurry Seal 6/16/21 2027-28 11 89 DAWSON AVE 20TH ST 19TH ST E AC 2 615 40 23,902 78 13 85 2 Type II Slurry Seal $12,429 Surface Treatment - Slurry Seal 6/9/21 2027-28 11 90 DAWSON AVE 19TH ST VILLAGE WAY E AC 2 481 38 19,663 72 14 86 0 Type II Slurry Seal $10,225 Surface Treatment - Slurry Seal 6/16/21 2027-28 11 91 DAWSON AVE 28TH ST 27TH ST E AC 2 621 37 23,530 54 45 33 22 AC Grind-Overlay $106,356 New Construction - AC 1/1/80 2027-28 11 92 DAWSON AVE 27TH ST WILLOW ST E AC 2 588 37 22,934 46 50 37 13 AC Grind-Overlay $103,662 New Construction - AC 1/1/80 2027-28 36 94 ELLIS AVE GLADYS AVE END E AC 2 295 39 14,711 72 71 17 12 Type II Slurry Seal $7,650 New Construction - AC 1/1/80 2027-28 37 95 FALCON AVE CITY LIMITS 33RD ST E AC 2 555 34 18,944 74 54 29 17 Type II Slurry Seal $9,851 Surface Treatment - Slurry Seal 10/16/22 2027-28 38 96 FREEMAN AVE 20TH ST 550' N/20TH ST E AC 2 463 31 16,470 83 12 57 31 Type II Slurry Seal $8,564 New Construction - AC 1/1/80 2027-28 38 98 FREEMAN AVE 550' N/20TH ST NORTH TERM E AC 2 212 16 4,269 73 39 29 32 Type II Slurry Seal $2,220 New Construction - AC 1/1/80 2027-28 39 100 GARDENA AVE SPRING ST 29TH ST E AC 2 582 41 25,013 71 43 48 9 Type II Slurry Seal $13,007 New Construction - AC 1/1/80 2027-28 39 99 GARDENA AVE CRESCENT HEIGHTS ST BURNETT ST E AC 2 618 31 22,183 85 0 86 14 Type II Slurry Seal $11,535 New Construction - AC 1/1/80 2027-28 40 102 GAVIOTA AVE HILL ST ALAMITOS AVE E AC 2 925 39 36,542 52 49 38 13 AC Grind-Overlay $165,170 New Construction - AC 1/1/80 2027-28 40 103 GAVIOTA AVE 28TH ST END E AC 2 586 36 21,879 32 77 23 0 AC Grind-Overlay $98,893 New Construction - AC 1/1/80 2027-28 40 104 GAVIOTA AVE CRESCENT HEIGHTS ST BURNETT ST E AC 2 619 25 16,696 57 47 21 32 AC Grind-Overlay $75,466 New Construction - AC 1/1/80 2027-28 41 106 GLADYS AVE 19TH ST ELLIS AVE E AC 2 342 37 12,517 84 0 97 3 Type II Slurry Seal $6,509 New Construction - AC 1/1/80 2027-28 26 107 GRANT ST OBISPO AVE REDONDO AVE E AC 2 794 38 27,385 78 7 55 38 Type II Slurry Seal $14,240 New Construction - AC 1/1/80 2027-28 42 108 GUNDRY AVE WILLOW ST PAVEMENT CHAMGE E AC 2 163 38 5,939 67 36 50 14 Type II Slurry Seal $3,088 New Construction - AC 1/1/80 2027-28 42 109 GUNDRY AVE PAVEMENT CHANGE SOUTH TERM E AC 2 327 31 14,135 83 0 100 0 Type II Slurry Seal $7,350 New Construction - AC 1/1/80 2027-28 42 110 GUNDRY AVE WARDLOW RD 33RD ST E AC 2 613 30 16,635 76 55 45 0 Type II Slurry Seal $8,650 Surface Treatment - Slurry Seal 10/16/22 2027-28 42 111 GUNDRY AVE 29TH ST 28TH ST E AC 2 606 37 23,245 33 68 30 2 AC Grind-Overlay $105,067 New Construction - AC 1/1/80 2027-28 42 112 GUNDRY AVE 28TH ST WILLOW ST E AC 2 1,264 35 48,047 44 35 45 20 AC Grind-Overlay $217,172 New Construction - AC 1/1/80 2027-28 42 113 GUNDRY AVE BURNETT ST NORTH TERM E AC 2 593 37 22,839 36 56 35 9 AC Grind-Overlay $103,232 New Construction - AC 1/1/80 2027-28 42 114 GUNDRY AVE HILL ST 21ST ST E AC 2 630 40 25,412 33 66 28 6 AC Grind-Overlay $114,862 New Construction - AC 1/1/80 $1,405,128
2028-29 27 115 HILL ST CHERRY AVE GATE E AC 2 314 35 12,668 79 31 69 0 Type II Slurry Seal $6,841 New Construction - AC 1/1/80 2028-29 27 117 HILL ST SKYLINE DR STANLEY AVE E AC 2 536 30 19,070 71 19 81 0 Type II Slurry Seal $10,298 New Construction - AC 1/1/80 2028-29 27 119 HILL ST OHIO AVE TEMPLE AVE E AC 2 294 33 10,454 49 55 32 13 AC Grind-Overlay $49,134 New Construction - AC 1/1/80 2028-29 47 129 JUNIPERO AVE WIILLOW ST SOUTH TERM E AC 2 585 35 20,096 65 61 39 0 AC Grind-Overlay $94,451 New Construction - AC 1/1/80 2028-29 47 131 JUNIPERO AVE 27TH ST WILLOW ST E AC 2 580 38 24,186 76 32 61 7 Type II Slurry Seal $13,060 New Construction - AC 1/1/80 2028-29 47 132 JUNIPERO AVE 28TH ST 27TH ST E AC 2 601 40 26,774 60 41 47 12 AC Grind-Overlay $125,838 New Construction - AC 1/1/80 2028-29 51 146 MOLINO AVE PANORAMA DR SKYLINE DR E AC 2 325 36 13,947 85 0 100 0 Type II Slurry Seal $7,531 New Construction - AC 1/1/80 2028-29 51 147 MOLINO AVE 20TH ST 19TH ST E AC 2 635 32 21,873 72 48 48 4 Type II Slurry Seal $11,811 New Construction - AC 1/1/80 2028-29 51 148 MOLINO AVE 19TH ST PCH E AC 2 591 33 19,915 61 37 43 20 AC Grind-Overlay $93,601 New Construction - AC 1/1/80 2028-29 51 149 MOLINO AVE 20TH ST NORTH TERM E AC 2 87 16 1,275 64 72 28 0 AC Grind-Overlay $5,993 New Construction - AC 1/1/80 2028-29 51 150 MOLINO AVE SKYLINE DR HILL ST E AC 2 495 36 17,923 77 0 100 0 Type II Slurry Seal $9,678 Surface Treatment - Slurry Seal 10/16/22 2028-29 53 152 MYRTLE AVE CITY LIMITS 33RD ST E AC 2 540 32 17,764 83 0 100 0 Type II Slurry Seal $9,593 Surface Treatment - Slurry Seal 3/4/22 2028-29 53 153 MYRTLE AVE WILLOW ST 27TH ST E AC 2 613 38 22,392 84 21 79 0 Type II Slurry Seal $12,092 New Construction - AC 1/1/80 2028-29 68 192 SIGNAL PKWY 28TH ST WILLOW ST E AC 0 1,230 60 76,567 53 51 43 6 AC Grind-Overlay $359,865 New Construction - AC 1/1/80 2028-29 71 213 STANLEY AVE HILL ST 21ST ST E AC 2 939 36 35,042 78 9 61 30 Type II Slurry Seal $18,923 Surface Treatment - Slurry Seal 10/16/22 2028-29 71 215 STANLEY AVE 20TH ST 19TH ST E AC 2 623 34 21,642 70 0 88 12 Type II Slurry Seal $11,687 New Construction - AC 1/1/80 2028-29 71 216 STANLEY AVE 19TH ST PCH E AC 2 601 34 19,929 70 26 74 0 Type II Slurry Seal $10,762 New Construction - AC 1/1/80 2028-29 71 217 STANLEY AVE SKYLINE DR HILL ST E AC 2 642 37 22,319 79 12 88 0 Type II Slurry Seal $12,052 Surface Treatment - Slurry Seal 10/16/22 2028-29 57 231 TERRACE DR 21ST ST SOUTH TERM E AC 2 233 27 6,655 78 0 100 0 Type II Slurry Seal $3,594 New Construction - AC 1/1/80 2028-29 32 232 VERNON ST WEST TERMINUS CALIFORNIA AVE E AC 0 299 30 9,305 43 28 64 8 AC Grind-Overlay $43,734 New Construction - AC 1/1/80 2028-29 34 245 WALTON ST LIME AVE MYRTLE AVE E AC 2 607 33 21,627 67 35 56 9 Type II Slurry Seal $11,679 New Construction - AC 1/1/80 $922,214
2029-30 13 1 19TH ST CHERRY AVE JUNIPERO AVE E AC 2 1,273 33 42,506 78 28 59 13 Type II Slurry Seal $23,803 Surface Treatment - Slurry Seal 10/31/22 2029-30 13 261 19TH ST REDONDO AVE RESERVOIR DR E AC 2 84 38 2,290 80 43 35 22 Type II Slurry Seal $1,282 New Construction - AC 1/1/80 2029-30 13 3 19TH ST MOLINO AVE TEMPLE AVE E AC 2 628 33 20,489 69 26 69 5 Type II Slurry Seal $11,474 New Construction - AC 1/1/80 2029-30 13 4 19TH ST TEMPLE AVE ORIZABA AVE E AC 2 631 34 21,176 65 28 30 42 AC Grind-Overlay $103,551 New Construction - AC 1/1/80 2029-30 13 5 19TH ST OBISPO AVE REDONDO AVE E AC 0 769 40 30,120 69 45 24 31 Type II Slurry Seal $16,867 New Construction - AC 1/1/80 2029-30 17 18 25TH ST LEWIS AVE LEMON AVE E AC 2 281 42 12,045 75 0 100 0 Type II Slurry Seal $6,745 New Construction - AC 1/1/80 2029-30 17 19 25TH ST LEMON AVE CERRITOS AVE E AC 2 276 42 12,295 78 0 100 0 Type II Slurry Seal $6,885 New Construction - AC 1/1/80 2029-30 17 20 25TH ST CERRITOS AVE ORANGE AVE E AC 2 261 42 11,609 76 18 82 0 Type II Slurry Seal $6,501 New Construction - AC 1/1/80

City of Signal Hill, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2026-2030 Sorted by Rank, FY, Name Order (A-Z)
FY Branch ID Sec ID Name From To Rank Surface Type Lanes L W Area PCI Load % Climate % Other % Maintenance Recommendations Total $ Work History Type Work Date 2029-30 17 21 25TH ST WEST TERMINUS CALIFORNIA AVE E AC 2 299 32 9,271 68 15 85 0 Type II Slurry Seal $5,192 New Construction - AC 1/1/80 2029-30 18 22 27TH ST WEST TERMINUS CHERRY AVE E AC 2 308 40 12,829 76 0 49 51 Type II Slurry Seal $7,184 New Construction - AC 1/1/80 2029-30 18 23 27TH ST CITY LIMITS CALIFORNIA AVE E AC 2 1,252 36 44,821 42 52 37 11 AC Grind-Overlay $219,175 New Construction - AC 1/1/80 2029-30 18 25 27TH ST ST LOUIS AVE DAWSON AVE E AC 2 284 38 10,430 70 43 25 32 Type II Slurry Seal $5,841 New Construction - AC 1/1/80 2029-30 18 26 27TH ST DAWSON AVE RAYMOND AVE E AC 2 282 38 10,609 59 57 32 11 AC Grind-Overlay $51,878 New Construction - AC 1/1/80 2029-30 18 27 27TH ST RAYMOND AVE JUNIPERO AVE E AC 2 273 40 12,202 70 56 31 13 Type II Slurry Seal $6,833 New Construction - AC 1/1/80 2029-30 18 28 27TH ST GUNDRY AVE ALLEY E AC 2 302 15 3,599 24 59 27 14 AC Recon $62,767 New Construction - AC 1/1/80 2029-30 19 32 28TH ST WEST END CALIFORNIA AVE E AC 2 620 33 20,525 79 0 100 0 Type II Slurry Seal $11,494 New Construction - AC 1/1/80 2029-30 20 37 29TH ST CITY LIMITS END OF PVMNT E AC 2 425 32 13,709 49 66 26 8 AC Grind-Overlay $67,037 New Construction - AC 1/1/80 2029-30 20 38 29TH ST ORANGE AVE WALNUT AVE E AC 2 1,238 40 49,914 23 65 26 9 AC Recon $870,500 New Construction - AC 1/1/80 2029-30 21 40 32ND ST CALIFORNIA AVE ORANGE AVE E AC 2 1,261 35 42,094 73 27 69 4 Type II Slurry Seal $23,573 New Construction - AC 1/1/80 2029-30 28 154 NEVADA ST LEWIS AVE LEMON AVE E AC 2 288 26 8,094 86 0 10 90 Type II Slurry Seal $4,533 New Construction - AC 1/1/80 2029-30 28 156 NEVADA ST CERRITOS AVE ORANGE AVE E AC 2 279 27 7,439 66 20 80 0 AC Grind-Overlay $36,377 New Construction - AC 1/1/80 2029-30 59 161 OHIO AVE HILL ST 21ST ST E AC 2 597 37 22,770 85 16 81 3 Type II Slurry Seal $12,751 Surface Treatment - Slurry Seal 10/16/22 2029-30 59 162 OHIO AVE 20TH ST NORTH TERM E AC 2 139 19 2,790 85 52 48 0 Type II Slurry Seal $1,562 New Construction - AC 1/1/80 2029-30 62 174 ORIZABA AVE 20TH ST 19TH ST E AC 2 606 37 23,946 81 0 100 0 Type II Slurry Seal $13,410 Surface Treatment - Slurry Seal 10/31/22 2029-30 62 176 ORIZABA AVE 20TH ST NORTH TERM E AC 2 1,070 29 33,206 86 0 96 4 Type II Slurry Seal $18,595 Surface Treatment - Slurry Seal 10/31/22 2029-30 29 178 PANORAMA DR MOLINO ST TEMPLE AVE E AC 1 892 11 17,627 53 66 34 0 AC Grind-Overlay $86,196 New Construction - AC 1/1/80 2029-30 30 181 PATTERSON ST CITY LIMITS EAST TERMINUS E AC 0 263 34 9,335 70 49 48 3 Type II Slurry Seal $5,228 New Construction - AC 1/1/80 2029-30 64 183 RAYMOND AVE 20TH ST 19TH ST E AC 2 613 33 20,354 71 8 89 3 Type II Slurry Seal $11,398 Surface Treatment - Slurry Seal 6/16/21 2029-30 64 184 RAYMOND AVE 19TH ST VILLAGE WAY E AC 2 472 32 15,960 80 0 100 0 Type II Slurry Seal $8,938 Surface Treatment - Slurry Seal 6/16/21 $1,707,569
2030-31 14 11 20TH ST ALAMITOS AVE CHERRY AVE E AC 2 1,094 34 36,288 52 15 74 11 AC Grind-Overlay $184,706 Pothole Repair - AC 11/13/22 2030-31 2 179 ALLIANCE ST CERRITOS AVE ORANGE AVE E AC 1 318 16 6,629 45 39 42 19 AC Grind-Overlay $33,742 New Construction - AC 1/1/80 2030-31 2 49 ALLIANCE ST ALLEY CERRITOS AVE E AC 1 178 10 2,294 46 20 66 14 AC Grind-Overlay $11,676 New Construction - AC 1/1/80 2030-31 3 51 BRAYTON AVE BURNETT ST NORTH TERM E AC 0 619 36 22,729 37 48 46 6 AC Grind-Overlay $115,691 New Construction - AC 1/1/80 2030-31 5 60 CERRITOS AVE CITY LIMITS 33RD ST E AC 2 544 35 18,736 79 57 43 0 Type II Slurry Seal $10,867 Surface Treatment - Slurry Seal 3/4/22 2030-31 5 62 CERRITOS AVE WILLOW ST BURNETT ST E AC 2 1,233 38 44,598 79 21 79 0 Type II Slurry Seal $25,867 New Construction - AC 1/1/80 2030-31 5 63 CERRITOS AVE 23RD ST ALLIANCE AVE E AC 2 354 26 9,818 77 0 100 0 Type II Slurry Seal $5,694 Surface Treatment - Slurry Seal 10/31/22 2030-31 5 64 CERRITOS AVE BURNETT ST 23RD ST E AC 0 628 39 24,502 82 0 100 0 Type II Slurry Seal $14,211 Surface Treatment - Slurry Seal 10/31/22 2030-31 24 79 COLUMBIA ST CITY LIMITS END E AC 2 281 43 13,959 34 66 34 0 AC Grind-Overlay $71,051 New Construction - AC 1/1/80 2030-31 7 80 COMBELLACK DR JUNIPERO AVE TEMPLE AVE E AC 2 1,287 37 45,557 46 54 45 1 AC Grind-Overlay $231,885 New Construction - AC 1/1/80 2030-31 8 81 CORONADO AVE 19TH ST PCH E AC 2 629 40 24,859 55 61 38 1 AC Grind-Overlay $126,532 New Construction - AC 1/1/80 2030-31 10 85 CRESCENT HEIGHTS ST WALNUT AVE CHERRY AVE E AC 0 1,246 40 47,028 61 47 31 22 AC Grind-Overlay $239,373 New Construction - AC 1/1/80 2030-31 27 118 HILL ST STANLEY AVE OHIO AVE E AC 2 477 37 18,485 85 0 100 0 Type II Slurry Seal $10,721 Pothole Repair - AC 11/13/22 2030-31 54 258 KELLEY DR HILL ST SOUTH TERM E AC 2 393 28 11,229 30 52 48 0 AC Grind-Overlay $57,156 New Construction - AC 1/1/80 2030-31 55 134 LEGION DR HILL ST NORTH TERM E AC 2 632 16 16,608 63 55 41 4 AC Grind-Overlay $84,535 New Construction - AC 1/1/80 2030-31 48 135 LEMON AVE CITY LIMITS 33RD ST E AC 2 534 36 19,017 73 60 40 0 Type II Slurry Seal $11,030 Surface Treatment - Slurry Seal 3/4/22 2030-31 48 136 LEMON AVE 33RD ST 32ND ST E AC 2 606 34 21,042 83 26 74 0 Type II Slurry Seal $12,204 Surface Treatment - Slurry Seal 3/4/22 2030-31 48 137 LEMON AVE WILLOW ST NEVADA ST E AC 2 993 38 22,113 82 0 60 40 Type II Slurry Seal $12,826 New Construction - AC 1/1/80 2030-31 48 138 LEMON AVE NEVADA ST BURNETT ST E AC 2 181 33 6,879 73 0 100 0 Type II Slurry Seal $3,990 New Construction - AC 1/1/80 2030-31 48 139 LEMON AVE BURNETT ST END E AC 2 781 33 25,836 75 0 95 5 Type II Slurry Seal $14,985 Surface Treatment - Slurry Seal 10/31/22 2030-31 49 141 LEWIS AVE 33RD ST 32ND ST E AC 2 607 35 22,353 85 31 69 0 Type II Slurry Seal $12,965 New Construction - AC 1/1/80 2030-31 49 143 LEWIS AVE BURNETT ST SOUTH TERMINUS E AC 2 510 35 18,732 82 0 96 4 Type II Slurry Seal $10,865 Surface Treatment - Slurry Seal 10/31/22 2030-31 50 144 LIME AVE CITY LIMITS 33RD ST E AC 2 540 36 18,216 77 43 53 4 Type II Slurry Seal $10,565 Surface Treatment - Slurry Seal 3/4/22 2030-31 50 145 LIME AVE WILLOW ST 27TH ST E AC 2 599 33 21,512 85 0 72 28 Type II Slurry Seal $12,477 New Construction - AC 1/1/80 2029-30 64 182 RAYMOND AVE 21ST ST 20TH ST E AC 2 609 33 20,270 66 0 51 49 AC Grind-Overlay $103,174 Surface Treatment - Slurry Seal 6/9/21 2029-30 64 186 RAYMOND AVE 27TH ST WILLOW ST E AC 2 580 40 24,488 34 56 29 15 AC Grind-Overlay $124,644 New Construction - AC 1/1/80 $1,553,431