FINAL REPORT CITYWIDE UPDATE OF PAVEMENT MANAGEMENT ...

FINAL REPORT

CITYWIDE UPDATE OF PAVEMENT MANAGEMENT PROGRAM

2016-2021

Submitted to:

City of La Habra Heights, CA

January 6th, 2016

Revision 3 – May 30th, 2016

100-21

January 6th, 2016 Mrs. Shauna Clark City Manager City of La Habra Heights 1245 N. Hacienda Road La Habra Heights, CA 90631 Subject: Final Report - Update of the Pavement Management Program Dear Shauna: As part of the 2015 Update of the Pavement Management System for the City of La Habra Heights, 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 (PCI) 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 Reports (Section IV)

Recommended Maintenance and Repair Strategies The recommended maintenance and repair strategies were based upon the City’s

current practices as well as recommended alternatives; these strategies were used to generate the Forecasted Maintenance Report and were based on our 2015 inspections.

Projected Projects based on M&R Strategies The Forecasted Maintenance Report projects the street maintenance activities

required for the next five years, broken down to show maintenance levels for selected streets. The report included in this section is broken down by fiscal year.

Our thorough analysis of previous and current La Habra Heights 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. All of the City’s issues and needs that were brought to our attention are included in the report. 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 teamwork with City staff. Sincerely, Bucknam Infrastructure Group, Inc. Peter J. Bucknam Project Manager Infrastructure Management – GIS Services

City of La Habra Heights Page i 2015 Pavement Management Program Final Report – January 6, 2016 (Revision 3 – May 30, 2016)

TABLE OF CONTENTS

I. Executive Summary – Findings and Recommendations

A. Executive Summary B. City’s Pavement Network C. Current Citywide Conditions D. Maintenance Strategy Development E. Summary of Annual Budget Projections F. Quality Control / Quality Assurance G. Findings and Recommendations

II. Pavement Management System - Capital Improvement Program

A. Pavement Management Update 2015 B. Strategy Assignment Table C. Multi-Year Annual Work Program Projections

i. Maintain PCI of 65 ii. Reach PCI of 70

iii. Reach PCI of 75 D. Condition Distribution Report

i. Calculation of PCI

III. Pavement Condition Index (PCI) Reports A. PCI Map B. A to Z Order C. PCI Order

IV. Forecast Maintenance Report

A. Reach PCI of 70; FY 2016-2021 (Recommended) APPENDIX A: STORM DRAIN FACILITY MAINTENANCE IMPROVEMENTS

City of La Habra Heights Page ii 2015 Pavement Management Program Final Report – January 6, 2016 (Revision 3 – May 30, 2016)

Table and Figure Reference Page # Figure 1 – PCI Distribution by Mileage (All Ranks) Sec 1-4 Figure 2 – Sample Pavement Life Cycle Sec 2-3 Figure 3 – PCI and Budget Results – Maintain PCI of 65 Sec 2-7 Figure 4 – PCI and Budget Results – Reach PCI of 70 Sec 2-9 Figure 5 – PCI and Budget Results – Reach PCI of 75 Sec 2-10 Figure 6 – PCI Calculation Worksheet Sec 2-16 Figure 7 – La Habra Heights Condition Distribution Sec 2-17 Table 1 – Condition Distribution by Section Mileage for All Streets Sec 1-3 Table 2 – Historical Weighted PCI (2008 through 2015) Sec 1-3 Table 3 – Necessary Annual Funding to Maintain PCI of 65 by FY 2021 Sec 1-8 Table 4 – Necessary Annual Funding to Reach PCI of 70 by FY 2021 Sec 1-8 Sec 2-2 Table 5 – Necessary Annual Funding to Reach PCI of 75 by FY 2021 Sec 1-9 Sec 2-2 Table 6 – PCI Range Sec 2-2 Table 7 – Strategy Assignments Sec 2-2 Table 8 – Necessary Annual Funding to Maintain PCI of 65 by FY 2021 Sec 2-6 Table 9 – Necessary Annual Funding to Reach PCI of 70 by FY 2021 Sec 2-8 Table 10 – Necessary Annual Funding to Reach PCI of 75 by FY 2021 Sec 2-10 Table 11 – Combined Reach PCI of 70 and Storm Drain M&R Recommendations App-2

Acronym Listing Pavement Condition Index (PCI) Pavement Management Program (PMP) Pavement Management System (PMS) Geographic Information System (GIS) Capital Improvement Program (CIP) Government Accounting Standards Board Statement 34 (GASB 34) Maintenance and Repair (M&R) Los Angeles County MTA (METRO)

City of La Habra Heights Page 1 2015 Pavement Management Program Final Report – January 6, 2016 (Revision 3 – May 30, 2016) Section I

SECTION I EXECUTIVE SUMMARY / FINDINGS & RECOMMENDATIONS 2015 UPDATE OF PAVEMENT MANAGEMENT SYSTEM As the City of La Habra Heights continues to show modest growth with its population, demographics, infrastructure and maintenance needs, the street network has continued to be a critical asset to the City and its constituents. The need to identify annual pavement capital and maintenance costs has been the driving force for this project and will serve as the essential building block for future funding mechanisms. The City of La Habra Heights developed its Pavement Management Program (PMP) in 1989 with the use of a DOS-based database software program; in 2008 the City implemented the Army Corps of Engineers software, MicroPAVER, to manage the street network. 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 cost-effectively manages the local network through proactive maintenance and scheduling. In 2008, the City incorporated a unique Pavement Management – GIS layer that assisted the City in spatially analyzing pavement conditions and other attribute information that resides in the MicroPAVER pavement database. The La Habra Heights 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 2015 consisted of analyzing the City’s 2011 dataset for quality and usability. Our staff surveyed all city-owned and maintained streets to assist the City in complying with Los Angeles County MTA (METRO) PMP requirements. The City is required to submit an updated PMP report to METRO every three years. City staff also provided key information pertaining to the ongoing maintenance that has occurred throughout the City since 2011. All streets were surveyed under this project; additionally, with a completed pavement inspection, we were tasked to generate an updated Capital Improvement Program report that identified annual pavement recommendations/budgets that will assist the City in reaching PCI’s of 65, 70 or 75. 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 condition listing of all streets within the network (based upon zones);

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;

Updated PMS data to assist the City with GASB 34 compliance; and

Pavement condition data and analysis presented in ArcGIS that is compatible with City’s existing GIS

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. This report reflects the current state of the City’s pavement network and recommended maintenance strategies for the next five (5) years. CITY’S PAVEMENT NETWORK Within the La Habra Heights pavement management network there is approximately 4,806,950 SF of pavement which is broken down into 222 pavement sections, totaling 42.1 miles. The City’s pavement network is broken down into manageable groups that have similar characteristics, such as pavement rank, surface type and logical segmentation. Pavement segments are identified by their branch and section numbers. Pavement “branches” that have a common usage, such as West Road, defines a “branch” within MicroPAVER. Pavement “sections” are pavement segments within the defined branch that have consistent pavement rankings, 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 = pavement section PCI * its own area divided by the total square footage of the given area/zone. Table 1 summarizes the section conditions found within the City of La Habra Heights pavement network by rank.

CURRENT CITYWIDE CONDITIONS (ALL STREETS) The overall condition of the City’s pavement network is “Fair” with a weighted average PCI of 65.1 based on the surface area of each segment. The distribution of the City’s overall pavement network is shown in Table 1 and Section III of this report (Condition Distribution). For comparison, Bucknam performed pavement management studies for several other Los Angeles County agencies and have included their weighted PCI values; El Segundo (70.1), Norwalk (68.3), and Brea (80.1).


Table 1 – Condition Distribution by Section Mileage for All Streets

As shown above, a large majority of segments are distributed through Fair to Poor condition categories. These findings indicate that the proper overlay maintenance has not been performed on the pavement network over the past four years. With approximately 86% of the City’s pavement sections within a condition level of “Fair to Poor” (approximately 35.3 miles), a proactive deep patch and overlay maintenance program needs to be implemented and funded; this will improve the citywide weighted PCI to a higher network condition level while reducing maintenance costs in fiscal years 2016 and beyond. Additionally, the City should be focusing slurry seal maintenance on those sections within the “Good” condition range; currently 10% of the network resides within this range. In our assessment of previous work histories performed since 2011 localized skin and deep patch maintenance has been applied rather than section to section maintenance. This impacts the overall condition of the network in a negative manner. In order to improve the network conditions pavement maintenance should be performed from the beginning of the section to the end (i.e. Fullerton Rd from Ranch Hill Dr to Skyline Rd) rather than only performing spot skin or deep patch maintenance. Patching is a stop gap maintenance that does not greatly improve the overall condition of a section or the network on as a whole. Proactive slurry and 2” overlay maintenance at competitive costs have historically improved a local agencies overall condition when properly applied.

Table 2 – Historical Weighted PCI (2008 through 2015) As shown above, over the past seven years the weighted PCI for the La Habra Heights pavement network has gradually decreased due to natural pavement deterioration and minimal stop gap maintenance. To proactively address this issue we have generated several budgetary scenarios within this report for the City’s review and consideration. These scenarios are recommending section to section slurry seal, cape seal and overlay maintenance over the next five (5) years. Our recommendations are citywide and do not follow maintenance zones. Our recommendations follow a logistical and common-sense approach to addressing high severity distress locations by applying immediate stop gap maintenance and long-term, high return-on-investment slurry and overlay maintenance.


Delaying repairs on streets where pavement condition indicates a need creates deferred maintenance. Deferred maintenance 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”. Through our recent inspections and their results we have identified $4.6 million in deferred maintenance. This includes stop gap, slurry/cape seal and overlay rehabilitation maintenance. These costs are only considering maintenance and repair expenditures from edge of pavement to edge of pavement. No right-of-way (i.e. storm drain, sidewalk, curb & gutter) costs are included in our calculations. As maintenance is deferred, the opportunity to apply life extending preventive pavement applications is lost and the ultimate cost of rehabilitation multiples. Deferred maintenance continues to increase since the last report; in 2012 we had identified a $4.2 million backlog. As mentioned above, a majority of the pavement network qualifies for overlay maintenance. Currently, 120+ sections qualify for overlay; these sections have been identified and scheduled as proactively as possible within our budgetary scenarios. Furthermore, as large overlay and rehabilitation projects are considered for funding, the City should also consider using sub-grade R - Values, structural design, distress severities and extents as parameters for determining whether a pavement section that lies within the Fair to Very Poor condition range should be overlaid or reconstructed. PCI conditions reflect “surface” conditions; additional sub-surface data such as coring data, drainage issues, R-Values and asphalt depths will provide City to with a better approach to the maintenance that should be applied.

Figure 1 – PCI Distribution by Mileage (All Ranks)


MAINTENANCE 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 maintenance 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 backlog funds over the five/seven-year program. With this approach, Bucknam has recommended a “minimal level of service” which creates a major dividing line in determining pavement maintenance. Generally within pavement management programs, a PCI range between 55 to 70 determines the threshold of when preventative 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 preventative maintenance. This recommendation is indicated in Table 7, Section II. Bucknam developed a five-year Capital Improvement Program for the City based on the pavement records, yearly capital expenditures and the most recent 2015 inspections. These recommendations and results are shown in Section II of this report where we have demonstrated what level of funding is necessary to improve the current weighted condition level of 65 to a level of 70 by FY 2021. As shown in Figure 1, 14% 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 types of work that have been programmed as part of the long-term maintenance requirements of the City’s street network.

General Repairs-Stop Gap (Localized Maintenance*) 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, deep patching, skin patching, grinding and leveling.

High Density Mineral Bond (HDMB) - (Global Maintenance*); PCI range – 75 to 95 This is a new, alternative application should be applied to Local pavement sections that are within a PCI range of 75 to 95; the benefit of applying HDMB is the extension of life it provides prior to having a slurry seal applied. HDMB is comprised of a mixture of fine aggregates and UV-blocking polymers suspended in a non-ionic asphalt emulsion. HDMB application life-cycles are averaging 7 to 8 years without surface oxidation and are preventing 400% less cracking within a section during that timeframe.


HDMB can be applied on conventional and/or rubber asphalts, retains its aesthetics longer than Type 1 / Type 2 slurry and does not require the sweeping or removal of loose aggregate. It is applied through specialized equipment that can uniformly disperse a thixotropic material along a retractable spray bar; applications are guaranteed for five (5) years.

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.

Cape Seals (Global Maintenance*); PCI range – 40 to 60

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.

The existing pavement should be made smooth as possible before being overlaid. It is difficult to make up elevation differences or smooth out ruts by varying overly thickness. For flexible overlays, Hot-mix asphalt (HMA) tends to differentially compact; a rule of thumb is that conventional mixes will compact approximately 6mm per 25 mm (0.25 inches per 1 inch) of uncompacted thickness. Therefore, before applying the final surface course the existing pavement is typically leveled by one or both of the following methods:

1. Applying a leveling course (HMA pavements). The first lift applied to the existing pavement is used to fill in ruts and make up elevation differences. The top of this lift, which is relatively smooth, is used as the base for the wearing course.

2. Milling (HMA pavements). A top layer is milled off the existing pavement to provide a relatively smooth surface on which to pave. Milling is also commonly used to remove a distressed surface layer from an existing pavement

3. Diamond Grinding (PCC pavements). A thin top layer can be milled off of an existing pavement to smooth out relatively small surface distortions prior to flexible or rigid overlay.

Overlays (Major Maintenance*); PCI range - 20 to 60

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 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 20% by weight of the total blend and has reacted in the hot asphalt cement sufficiently to cause swelling of the rubber particles. This product is typically used on Arterial streets due to high traffic volumes. 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 Reconstruction (Major Maintenance*); PCI range - 0 to 20

Removal of the existing pavement section to a prescribed depth followed by the placement of a conventional flexible pavement section using a structural AC Hot Mix or AR Hot Mix or a full depth asphalt. Each classification of road has a typical design cross-section upon anticipation traffic loading. *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. PCI ranges shown are typical in nature and are adjusted based upon the types of distress extents/percentages found within a section.


SUMMARY OF ANNUAL BUDGET PROJECTIONS The budgeting process was approached with the following in mind; generate three (3) unique work programs that would achieve a weighted PCI of 65, 70 or 75 over a five-yr schedule based upon actual road surface conditions. The initial goal was to identify the annual and total costs to reach these goals independently while addressing the high amounts of deferred overlay maintenance within the network. For comparison, we have shown below the three budgetary models to demonstrate what level of funding will be required to reach these desired weighted PCI results.

1. Table 3 – Demonstrate the necessary annual funding to maintain a weighted PCI of 65 after five (5) years

2. Table 4 – Demonstrate the necessary annual funding to achieve a weighted PCI of 70 after five (5) years

3. Table 5 – Demonstrate the necessary annual funding to achieve a weighted PCI of 75 after five (5) years

Table 3 – Necessary Annual Funding to Maintain PCI of 65 by FY 2021

Table 4 – Necessary Annual Funding to Reach PCI of 70 by FY 2021


Table 5 – Necessary Annual Funding to Reach PCI of 75 by FY 2021

Additional detail and breakdown of budget projections are demonstrated in Section II of this report. All work program budgets generated are presented in terms of current 2015 dollars. 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 La Habra Heights street network. QUALITY CONTROL / QUALITY ASSURANCE EFFORTS As indicated in our scope of work, Bucknam performed numerous quality control checks in the field during survey efforts as well as specific site investigations requested by the City. Field check efforts were performed at the end of each week of survey. Minor issues were found within the previous 2011 database; these consisted of small area adjustments to pavement section limits and true areas. Through our internal quality control efforts, we believe we have found all the necessary publicly owned streets that needed to be reported on under this project. As the City improves, lengthens, and/or widens streets over the next several years, it will be essential to track these improvements through data updates with MicroPAVER.


FINDINGS AND RECOMMENDATIONS The actual conditions and workload requirements identified indicate that the La Habra Heights street network is currently in “Fair” condition. To maintain this condition, at a minimum, it is critical that preventive stop gap maintenance continues and that overlay activities are funded at the levels identified in Table 3. To increase the network weighted average PCI value to a “Good” standing, Table 5 recommendations have to be followed. Our findings for conditional data and recommendations for revenue expenditures are shown below:

The La Habra Heights network has a weighted PCI of 65.1;

Currently, 86% of the network (approx. 35.2 miles) qualifies for slurry/cape seal and overlay/reconstruction maintenance;

Currently, there is $470,000 of slurry seal maintenance and $4.2 million of overlay maintenance on the network

At a minimum, capital and maintenance projects should focus on maintaining the current weighted PCI of 65.1 over the next five years;

Reassess/re-evaluate the rehabilitation budget programs every two years to improve on CIP forecasts for 2016-17 and beyond to ensure the results shown in Table 3, 4 or 5;

Perform pavement inspections on the network every three years to build a solid planning model within MicroPAVER to track PCI deterioration;

Demonstrated budget shown in Table 4 is ample to increase the weighted PCI of 65.1 to 70 after five years, additionally, the citywide deferred backlog decreases from a level of $4,500,000 to $4,100,000 after five years;

Bucknam recommends that the City proactively budget pavement maintenance at the levels shown in Table 4 or 5 in order to improve upon the conditions found today as well as decrease the amount of deferred maintenance; and

Consider and evaluate alternative pavement maintenance applications such as cape seal, high density mineral bond (HDMB) and rubber overlay to stretch the City’s allocated funding and pavement section life-cycles

City of La Habra Heights Page 1 2015 Pavement Management Program Final Report – January 6, 2016 (Revision 3 – May 30, 2016) Section II

SECTION II PAVEMENT MANAGEMENT SYSTEM / CAPITAL IMPROVEMENT PROGRAM Bucknam performed the following services in accordance with the scope of services that was contracted with the City of La Habra Heights. As a quick overview, the following tasks were performed to complete the work over the past several months: 2015 Pavement Management Work Efforts:

Task 1: Project Kickoff-Data Management

Task 2: Update of Maintenance Activities

Task 3: Pavement Condition Survey (approx. 42 miles)

Task 4: Budgetary Analysis and Capital Improvement Reports

Task 5: Executive Summary and Final CIP Reports

Task 6: Mapping of the Pavement Network

Pavement Management Update 2015 As a part of the 2015 update of the pavement management system, the first major element of work was to complete a comprehensive assessment of the existing street network and PMS database within the City. This included assessing the City’s existing 2011 MicroPAVER dataset, GIS, 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. Work history information was provided by the City in the form of completed bid documents, institutional knowledge, and previous dataset 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 where the pavement maintenance information the City provided (PMS 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 (collectors and locals) and defined maintenance zones 1 thru 5.

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 = pavement section PCI multiplied by its own area 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.


PCI RANGE CONDITION 86-100 Very Good 75-85 Good 60-74 Fair (La Habra Heights Network 2015 = 65.1) 41-59 Poor 0 - 40 Very Poor

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.

STRATEGY ASSIGNMENT TABLE

Once the appropriate activities from the above listings were selected by the City, a Maintenance Strategy Table was defined within the system that allocated the appropriate actions to the specific repair needs of the street. In defining the maintenance strategy list, emphasis was placed on defining pavement condition thresholds and using the PCI for the specific maintenance activities within these categories.

Strategy Assignment Table

Table 7 - Strategy Assignments

Strategy Assignment Notes

1. Unit costs from the City’s most recent construction bids were used; 2. 30% contingency costs were applied to pavement material costs; additional soft costs that were

not included were:


a. Right-of-way improvements b. Curb & gutter improvements c. ADA ramp improvement d. Utility improvement e. Design, construction management, inspection, testing f. Tree removals

3. Bucknam applied a 3% inflation rate on the annual budget within forecasted maintenance projections (Section IV)

The Strategy Assignments List, 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. Secondly, distress quantity, area extent, type and severity were critical elements in the decision process for recommending what maintenance would be applied. 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 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. All five-year budget projections include a 3% inflation rate for the term of the budget forecast, as well as a 30% contingency for contract administration, design, construction management. 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.

Figure 2 – Sample Pavement Life Cycle


MULTI-YEAR ANNUAL WORK PROGRAM PROJECTIONS The goal of these three (3) projections is to assist City policy makers in utilizing the recommendations of the MicroPAVER system. By using the City of La Habra Heights’s current maintenance unit costs/contracts and maintenance practices the system will develop “section unique” improvements and strategies. If a section qualifies for maintenance & repair, it 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

MAINTAIN PCI OF 65 BUDGET* – This budget was generated for the City to demonstrate what annual revenue is needed to maintain the weighted PCI to 65 after five years (basically what revenue is needed to “maintain” today’s conditions). REACH PCI OF 70 (RECOMMENDED BUDGET)* – This budget was generated for the City to demonstrate what annual revenue is needed to increase the weighted PCI to 70 after five years (we have provided a section by section listing within Section IV of this report showing what streets are recommended). REACH PCI OF 75 BUDGET* – This budget was generated for the City to demonstrate what annual revenue is needed to increase the weighted PCI to 75 after five years

*All multi-year budget projections include a 3% inflation rate for the term of the budget forecast, as well as a 30% contingency for contract administration, design, construction management.


BUDGET PROJECTIONS


MAINTAIN PCI OF 65 – The first key step in developing a proactive PMP is to model the City’s existing conditions against the “actual” annual budget and/or to identify what annual revenue is needed to “maintain” today’s conditions. In doing this, PCI performance, deferred maintenance and the City’s pavement application methods are able to audited and demonstrated in a positive or negative result. Per the request of the City staff, we were asked to identify the annual cost to “maintain a PCI of 65” within five years. The resulting PCI conditions and maintenance distributions are shown below:

MAINTAIN PCI OF 65 BUDGET PROGRAM This budget program incorporates all functional classifications within the City (i.e. collector, local)

Table 8 – Necessary Annual Funding to Maintain PCI of 65 by FY 2021

Again, the annual funding shown above is the bear minimum that is needed to temporary sustain today’s conditions. By modeling the existing pavement conditions, we have found that today’s conditions are sustained but two major negative results occur over the five year CIP. First, the resulting deferred maintenance backlog shows that it increases from $4.6 million to $5.2 million after the five years program which indicates that an annual average budget of $165,500 is not ample enough to decrease deferred maintenance on the pavement network. After 10 years of funding at this level, the deferred maintenance increases to a level of $6.3 million. Secondly, by deferring maintenance on an a already burdened network, the ability to fund the Pavement Management Program through assessments, general fund allocations and other alternative funding becomes less achievable. It is key to point out that there is only a small amount of sections within the network that currently qualify for slurry seal. Moving forward it is essential that the City not apply slurry seal maintenance on sections that fall out of the PCI range of 60 to 75. Applying slurry seal to sections having PCI’s such as 35, 40, etc. provides no value to the life-cycle of the section. The focus moving forward needs to be on applying the highest amount of square footage of mill & cap overlays. By applying this maintenance the PCI is reset to 100 and the life of the pavement section is greatly extended. The overall goal of the City’s PMP should be to reach a weighted PCI that allows for a high amount of annual preventative maintenance. This is typically a weighted PCI of 72 or above. If the City were able to reach this value within the next several years pavement maintenance for FY’s 2021 and beyond would be less detrimental to the City’s operating budgets.


Figure 3 – PCI and Budget Results – Maintain PCI of 65

Additionally, the City should continue to implement local, stop gap maintenance (i.e. deep patching, crack sealing, etc.) prior to any major slurry seal or overlay maintenance. By performing stop gap measures to individual pavement sections the overall performance of the sections condition will increase and sustain itself longer than if no preventative maintenance was performed.


REACH PCI OF 70 BUDGET PROGRAM (RECOMMENDED) With the City striving to show proactive maintenance across all City pavements, a recommended budget program was generated to show the greatest return on investment through the application of slurry seal, mill & cap, and alternative overlay maintenance. Our goal is to increase the network wide PCI level from 65.1 to 70 over five years. Bucknam worked with the City’s Public Works staff to review previous methodologies and schedules applied by the City. The City provided information on the current work schedules and yearly goals for asphalt application. With this scenario, our initial goal is to provide the City with a budgetary outlook and conditional impact report that can be used to set the City on a path towards a solid, preventative maintenance program. Again, we used the Maintain PCI of 65 PMP model (shown above) as a cornerstone for our modeling within the recommended program. Combining the previous reporting model with a realistic and achievable annual budget, we found positive results. This budget program incorporates all functional classifications within the City (i.e. collector, local)

Table 9 – Five-Year Projection Demonstrating Required Budget to Reach PCI of 70 Referring to Table 9, it is noted that the weighted PCI increases at a consistent pace throughout the five-year projection. Furthermore, the annual deferred maintenance total decreases from $4.6 million to $4.1 million after five-years if the City utilizes an annual average of $536,600/yr for slurry and overlay maintenance. We found that the annual average square footage breakdowns were consistent and well balanced; combined with the positive results found with the weighted PCI and deferred maintenance we recommended that this 5-yr maintenance schedule be followed. By establishing a section to section slurry seal and overlay methodology the PMP will proactively start to generate annual “return-on-investment” results. These ROI’s include annual logistic schedules that can be planned for, designed and budgeted. The schedule allows for self-auditing once the work is complete; the City can then assess the ROI by re-assessing the PCI conditions created from the work and compare it against this report. Lastly, the costs and maintenance locations associated with this model are spread throughout the City and are not focused within a given maintenance zone; therefore the costs for establishing a citywide assessment district can be applied citywide without geographical bias for everyone’s benefit.


Figure 4 – PCI and Budget Results – Reach PCI of 70

Comparing this budget scenario to the “maintain PCI of 65” five-year model, the major variance between the two models is the annual average revenue increase within the “recommended” model. The pavement network will require $371,100 more each year to obtain higher weighted PCI results and a decrease in overall deferred maintenance.

Additionally, it is recommended that the City continue to monitor the application of Cape Seal as an asphalt application alternative for the specific local sections. Specific sections are now qualifying for maintenance that warrants a stronger application rather than a typical slurry seal. High Density Mineral Bond (HDMB) applications are recommended for sections with PCI’s greater than 75. This pavement application alternative should be considered by the City once it gets closer to a “preventive” maintenance state (i.e. 72 or higher).


REACH PCI OF 75 BUDGET PROGRAM As a third alternative budget, Bucknam generated an aggressive, proactive annual budget to demonstrate the necessary funding to achieve a citywide weighted PCI of 75 by FY 2021. This program proactively funds overlay maintenance at high levels across all streets within the network. This budget program incorporates all functional classifications within the City (i.e. collector, local)

Table 10 – Five-Year Projection Demonstrating Required Budget to Reach PCI of 75 Table 10 demonstrates that the weighted PCI increases at a proactive rate throughout the five-year program. The annual deferred maintenance total decreases from $4.6 million to $3.2 million after five-years if the City utilizes an annual average of $665,500/yr for slurry and overlay maintenance. These results are positive and similar to the “reach PCI of 70” budget but varies only in its aggressiveness. By funding at this level for the next five years the City will achieve a weighted average of 75 by FY 2021 and will be in a state of “preventive” maintenance. The later five years (FY 2021 thru 2026) will call for more slurry and stop gap maintenance thus reducing future overlay burdens.

Figure 5 – PCI and Budget Results – Reach PCI of 75


DEFERRED MAINTENANCE DEFINITION

Delaying repairs on streets where pavement condition indicates a need creates deferred maintenance. Deferred maintenance 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.


ALTERNATIVE PMP FINANCING OPTIONS Through Bucknam experience with PMP financing and maintenance forecasting, we have been involved with numerous PMP projects that include alternative funding. With the City of La Habra Heights PMP showing shortcomings in the amount of necessary funding to maintain today’s conditions we have included below several examples and alternative to PMP funding:

Grants - State funding for alternative asphalt applications (i.e. Rubber Asphalt Concrete through the Cal Recycle Grant Program) http://www.calrecycle.ca.gov/Tires/Grants/default.htm#RAC

Bond Measures - Bonds may be issued to fund the amount of the unpaid assessments. The bonds are secured by a pledge of the assessment installments. The amount of bonds issued equals the amount of the unpaid assessment plus additional bond issuances costs and establishment of a reserve. If the City Council determines that it is not convenient to collect the amount assessed in a single year, then the amount of the proposed assessment maybe collected in installments over a period of years. Property owners are given an opportunity to pay all or a portion of the amount assessed.

Special Assessments – Through our experience, we have seen several local agencies perform Special Assessment Feasibility studies and eventually form Special Assessment Districts for the purpose of funding pavement improvements beyond the annual allocated City funding. The purpose of a feasibility study for the formation of an assessment district within the City would provide insight as to how an assessment district would be formed within the City’s boundaries. The analysis utilizes a common approach by comparing average daily trip miles among the different land uses and the average units per acre to obtain EDU rates. The EDU rates are then multiplied by the parcel’s individual number of units or acres to establish the parcel’s assessment amount.

The City’s possible options in forming the street maintenance assessment district are set forth below. These options can be implemented in combination; however, it is highly recommended that the City establish communication with affected property owners as early as possible, prior to the City moving forward with the initial proceedings of district formation.

Conduct Outreach Efforts to Inform Property Owners

It is recommended that the City hold informational sessions for affected property owners. Participation of residents in the process will build cooperation and trust and ensures the viability of the proposed assessment district. Input from residents is important in gaining understanding of the process and the reasons for levying the assessments. The City might also create a citizens’ committee to disseminate information and express concerns to and from the residents and the City.

http://www.calrecycle.ca.gov/Tires/Grants/default.htm#RAC


Public Opinion Survey

In addition, it is recommended that a Public Opinion Survey be conducted to further gauge the resident’s interest or desire to participate in being assessed for street and pavement rehabilitation. Response from the survey would also guide the City in determining whether a Citywide or Phased Assessment District is warranted.

Form Assessment Districts in Phases

The City may time the initial formation of separate assessment districts with the street improvement schedule of each zone as opposed to a one-time formation of a citywide assessment district. A zone’s start date for street improvements would trigger the assessment for parcels in that particular zone. If each zone improvements were separately initiated on an annual basis, the assessment for the twelfth zone will begin in the twelfth year. The City has the option to accelerate the improvement schedule of each zone.

Through our review and assessment, several local agencies have successfully implemented Special Assessments for pavement improvements, see below:

A. City of San Clemente The City of San Clemente’s Citywide Street Improvement Program was adopted by City Council in July 1995 as Street Improvement Assessment District 95-1 (AD 95-1). The program was to restore approximately 60 miles (one-half) of the City’s streets over a span of 18 years. The program is funded by a combination of various revenues from (1) Street Assessment District 95-1, which assesses all developed properties; (2) the General Fund; (3) the Gas Tax Fund. Water, sewer and storm drain funds pay for work done on underground facilities in conjunction with street work. The final assessment for AD 95-1 was collected in Fiscal Year 2010-11. In that year, only the maintenance portion of the assessment was collected (approximately $45 per parcel), which was one-half the normal assessment amount. The final bond redemption, paid in September 2011, was paid for by the mandatory reserve funds held since the bonds were issued. AD 95-1 is expired and fully paid.

B. City of Elk Grove

Beginning with Zone No. 1 in 2003, the City of Elk Grove formed Street Maintenance Assessment District No. 1. The City of Elk Grove’s Street Maintenance District No. 1 funds street maintenance costs associated with local, collector and arterial streets. The assessment amounts for developed property are prepared by the City annually. The City levies an assessment according to the Engineer’s Reports prepared for Zone Nos. 1 to 5. The assessment formula uses EDU factors to establish assessment amounts per unit or acre.


PAVEMENT MANAGEMENT SYSTEM 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 areas recorded during 2008 and 2011 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 up-to-date is:

Survey half the collectors every 18 months (3.5 miles)

One-third of the Local streets every year (11.8 miles) This will not only allow priority projects 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 and long-term schedules. To be compliant with the MTA 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.


CONDITION DISTRIBUTION REPORT This report graphically depicts the distribution of the pavement condition throughout the street network by area. The condition scheme ranges from “Very Good” to “Very Poor”; with a “Very Good” condition corresponding to a pavement at the beginning of its life cycle, and a “Very Poor” 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 Very Good (86-100) - Minor to low distress, no significant distress. Little distress, with the

exception of utility patches in good condition, or slight hairline cracks; may be slightly weathered

Good (75-85) - Slight to moderately weathered, slight to moderate distress extents,

possibly patching Fair (60-74) - Severely weathered or slight to moderate levels of distress, generally

limited to patches and non-load-related cracking. (City of La Habra Heights citywide weighted average PCI is 65.1).

Poor (41-59) - Moderate to severe distresses including load-related types, such as alligator cracking, moderate block cracking, etc.

Very Poor (0-40) - Severely distressed, large quantities of distortion or alligator cracking. Failure of the pavement, distress has surpassed tolerable rehabilitation limits.


CALCULATION OF PCI In order to calculate a Pavement Condition Index (PCI) value within MicroPAVER, specific street section data needs to be input 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 6 – PCI Calculation Worksheet


Figure 7 – La Habra Heights Condition Distribution

Very Good; 0.7; 2%

Good; 4.2; 10%

Fair; 22.8; 56%

Poor; 12.4; 30%

Very Poor; 1.0; 2%

PCI Distribution by Section Mileage (All Streets)

Very Good Good Fair Poor Very Poor

City of La Habra Heights Page 1 2015 Pavement Management Program Final Report – January 6, 2016 (Revision 3 – May 30, 2016) Section III

SECTION III

CITYWIDE PAVEMENT CONDITION INDEX REPORT

A. PCI Map B. A to Z

C. PCI Order


PAVEMENT CONDITION INDEX REPORT 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: AV - Avenue CT - Court CIR - Circle DR - Drive LN - Lane RD - Road ST - Street WAY - Way EB - East Bound NB - North Bound SB - South Bound WB - West Bound 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. RANK - The codes for the five functional classifications as the inventory unit appears in this column are represented below. Basically, units are classified according to traffic volume. CODE DESCRIPTION C Collector E Local SURFACE TYPE - A code was assigned to each inventory unit to describe surface type. CODE DESCRIPTION AC Asphalt Concrete AAC AC Overlay applied to previous AC surface (work history indicator) PCC Concrete LENGTH - The length of the section within each branch.


UNITS - The unit of measurement for the section length, typically linear feet (LF). AREA - The area of each section within a branch. UNITS - The unit of measurement for the section area, typically square feet (SF). 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 projects for street sections. For instance, there may be two street segments that have a PCI of 60 respectively, however, one section has 80% climate based distress which may require a crack seal/slurry application while the other section has 80% load bearing distress which may require a grind/overlay application. 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.


Pavement Condition Index (PCI) Report - All StreetsSorted by Name (A to Z)

B ID Sec ID Name From To Type Rank Lanes Zone L W Area PCI PCI Climate PCI Load PCI Other Insp. Date

1 1 AHUACATE RD CHURCHILL RD 1185' N/O CHURCHILL RD AC E 2 zne4 1,185 19 22,515 51 43 45 12 12/10/15

1 124 AHUACATE RD 1185' N/O CHURCHHILL DR REPOSADO DR AC E 2 zne4 1,185 19 22,515 56 58 29 13 12/10/15

2 2 AIROSO DR SKYLINE DR VALLE RD AC E 2 zne4 1,710 20 34,200 52 43 43 14 12/9/15

3 3 AMATE DR END SOLEJAR DR AC E 2 zne1 720 15 13,300 62 66 16 18 11/25/15

4 4 ANGOLA AV WEST RD 325' S/O WEST RD AC E 2 zne1 325 15 4,875 53 30 34 36 12/16/15

5 5 ARBELA DR WEST RD NORTH CITY LIMIT AC E 2 zne1 130 17 2,210 93 100 0 0 11/25/15

6 6 ARDSHEAL DR ENCANADA DR 1350' N/O ENCANADA DR AC E 2 zne2 1,350 20 27,000 72 66 14 20 11/12/15

6 125 ARDSHEAL DR 1350' N/O ENCANADA DR 2700' N/O ENCANDA DR AC E 2 zne2 1,350 20 27,000 69 57 22 21 11/12/15

6 126 ARDSHEAL DR 2700' S/O SKYLINE DR 1350' S/O SKYLINE DR AC E 2 zne2 1,350 20 27,000 71 66 18 16 11/12/15

6 127 ARDSHEAL DR 1350' S/O SKYLINE DR SKYLINE DR AC E 2 zne2 1,350 20 27,000 74 78 0 22 11/12/15

7 7 AVOCADO CREST RD CITRUS ST HACIENDA RD AC E 2 zne3 720 30 21,600 50 41 51 8 12/8/15

7 8 AVOCADO CREST RD CYPRESS ST 1225' W/O CYPRESS ST AAC E 2 zne3 1,225 22 26,950 67 68 15 17 12/8/15

7 9 AVOCADO CREST RD DOROTHEA RD 1675' W/O DOROTHEA RD AAC E 2 zne3 1,675 19 31,825 61 63 28 9 12/8/15

7 128 AVOCADO CREST RD 1675' W/O DOROTHEA RD CYPRESS ST AC E 2 zne3 1,676 19 31,844 66 67 17 16 12/8/15

7 129 AVOCADO CREST RD 1225' W/O CYPRESS ST LAMAT RD AAC E 2 zne3 1,200 22 26,400 68 70 8 22 12/8/15

7 130 AVOCADO CREST RD LAMAT RD 985' W/O LAMAT RD AAC E 2 zne3 985 22 21,670 62 70 18 12 12/8/15

7 131 AVOCADO CREST RD 985' W/O LAMAT RD CITRUS ST AAC E 2 zne3 985 22 21,670 61 65 21 14 12/8/15

8 10 BENIK RD END NABAL RD AC E 2 zne3 1,260 15 20,150 58 66 8 26 12/10/15

9 11 BONITA DR PEPPERTREE DR END AC E 2 zne3 300 28 9,900 67 65 34 1 12/10/15

10 12 BONNIE JEAN RD END WEST RD AC E 2 zne1 1,350 36 50,350 67 81 10 9 11/25/15

11 13 CALLE JUCA RD WEST RD END AC E 2 zne1 480 18 8,640 68 88 0 12 11/25/15

12 14 CANADA SOMBRE RD CITRON RD HACIENDA RD AC E 2 zne4 510 19 9,690 72 73 0 27 12/16/15

12 210 CANADA SOMBRE RD CITRON RD 190' E/O CITRON RD AC E 2 zne4 390 19 7,410 68 71 0 29 12/16/15

13 15 CANCHO DR WEST RD END AC E 2 zne1 870 19 16,530 66 65 25 10 11/25/15

14 16 CANONITA DR SUBTROPIC DR LAS PALOMAS DR AC E 2 zne2 900 30 27,000 68 61 29 10 11/12/15

15 17 CHORAL DR END MEADOWLAND DR AC E 2 zne5 840 36 32,140 72 64 21 15 12/10/15

16 18 CHOTA RD FULLERTON RD 1635' W/O FULLERTON RD AC E 2 zne5 1,635 15 24,525 53 58 25 17 12/9/15

16 132 CHOTA RD CARRIE HILLS DR KASHLAN RD AC E 2 zne5 802 15 12,030 53 55 23 22 12/9/15

16 133 CHOTA RD 1635' W/O FULLERTON RD CARRIE HILLS DR AC E 2 zne5 1,635 15 24,525 51 64 19 17 12/9/15

17 19 CHURCHILL RD EAST RD AHUACATE RD AC E 2 zne4 1,234 20 28,680 62 61 0 39 11/12/15

17 134 CHURCHILL RD AHUACATE RD EAST RD AC E 2 zne4 1,321 20 26,420 47 15 59 26 11/12/15

18 20 CITRON RD REPOSADO DR CANADA SOBRE RD AC E 2 zne4 1,860 17 31,620 57 60 24 16 12/16/15

19 21 CITRUS ST SOUTH CITY LIMIT AVOCADO CREST RD AC E 2 zne3 220 21 4,620 59 62 30 8 12/10/15

20 22 COBAN RD DOROTHEA RD EAST RD AC E 2 zne5 1,050 18 18,900 39 44 47 9 12/8/15

20 23 COBAN RD KASHLAN RD END AC E 2 zne5 1,080 16 17,280 49 51 34 15 12/9/15

21 24 CYPRESS ST POPONOE RD NABAL RD AC E 2 zne3 1,230 21 25,830 68 68 22 10 12/9/15

21 25 CYPRESS ST SOUTH CITY LIMIT POPENOE RD AC E 2 zne3 1,190 20 23,800 61 65 19 16 12/9/15

21 26 CYPRESS ST WALNUT RD DOROTHEA RD AC E 2 zne3 1,478 21 31,038 62 61 24 15 12/8/15

21 135 CYPRESS ST NABAL RD WALNUT RD AC E 2 zne3 1,677 21 35,217 62 55 28 17 12/9/15

21 136 CYPRESS ST DOROTHEA RD GANTER RD AC E 2 zne3 1,019 21 21,399 60 61 26 13 12/8/15

21 137 CYPRESS ST GANTER RD AVOCADO CREST DR AC E 2 zne3 907 21 19,047 70 70 5 25 12/8/15

22 27 DARLENE DR MAYAPAN RD END AC E 2 zne3 750 16 13,000 53 59 25 16 12/9/15

23 28 DEEP CANYON RD EAST RD END AC E 2 zne4 300 19 5,700 40 27 26 47 11/12/15

24 29 DOROTHEA RD CYPRESS ST 1204' E/O CYPRESS ST AC E 2 zne3 1,204 17 20,468 60 65 19 16 12/8/15

24 30 DOROTHEA RD CYPRESS ST END AC E 2 zne3 1,420 14 19,880 63 75 0 25 12/8/15

24 31 DOROTHEA RD FULLERTON RD 1772' W/O FULLERTON RD AC E 2 zne5 1,772 16 28,352 56 63 21 16 12/8/15

24 138 DOROTHEA RD 1772' W/O FULLERTON RD COBAN RD AC E 2 zne5 1,772 16 28,352 59 64 19 17 12/8/15

PCI Climate, PCI Load and PCI Other values indicate the % of "distress type" found within section samples Page 1 of 5




24 139 DOROTHEA RD COBAN RD TUMIN RD AC E 2 zne5 486 16 7,776 64 82 0 18 12/8/15

24 140 DOROTHEA RD TUMIN RD NABAL RD AC E 2 zne3 183 16 2,928 65 69 17 14 12/8/15

24 141 DOROTHEA RD NABAL RD AVOCADO CREST RD AC E 2 zne3 1,453 16 23,248 58 59 21 20 12/8/15

24 142 DOROTHEA RD 1204' E/O CYPRESS ST MILMAC DR AC E 2 zne3 1,204 17 20,468 61 68 13 19 12/8/15

24 143 DOROTHEA RD MILMAC DR AVOCADO CREST RD AC E 2 zne3 1,185 17 20,145 64 69 16 15 12/8/15

25 32 EAST RD CHURCHILL RD (E) CHURCHILL RD (W) AAC C 2 zne4 1,715 25 42,875 89 70 0 30 12/22/15

25 33 EAST RD FULLERTON RD 1104' W/O FULLERTON RD AC C 2 zne5 1,104 25 27,600 62 40 39 21 11/12/15

25 34 EAST RD VALLE DR PAPAYA DR AC C 2 zne4 911 25 22,775 79 20 78 2 11/12/15

25 144 EAST RD 1104' W/O FULLERTON RD COBAN RD AC C 2 zne5 1,104 25 27,600 63 28 47 25 11/12/15

25 145 EAST RD COBAN RD RIALTO GROVE DR AC C 2 zne5 674 25 16,850 74 61 35 4 12/22/15

25 146 EAST RD RIALTO GROVE DR SHELBY GLEN DR AC C 2 zne5 563 25 14,075 63 48 48 4 11/12/15

25 147 EAST RD SHELBY GLEN DR VALLE RD AC C 2 zne4 542 25 13,550 62 13 78 9 11/12/15

25 148 EAST RD PAPAYA DR DEEP CANYON RD AC C 2 zne4 725 25 18,125 100 0 0 0 12/23/15

25 149 EAST RD DEEP CANYON RD CHURCHILL RD AC C 2 zne4 889 25 22,225 67 60 30 10 11/12/15

25 150 EAST RD CHURCHILL RD (W) 1635' W/O CHURCHILL RD (W) AC C 2 zne4 1,715 25 42,875 81 69 0 31 11/12/15

25 151 EAST RD 1635' W/O CHURCHILL RD (W) VIA LUNA DR AC C 2 zne4 1,715 25 42,875 71 44 24 32 11/12/15

25 152 EAST RD VIA LUNA DR HACIENDA RD AC C 2 zne4 258 31 7,998 78 77 0 23 11/12/15

26 35 EL CAJONITA DR LAS PALOMAS DR END AC E 2 zne1 1,700 20 34,000 82 56 0 44 11/25/15

27 36 EL EMPINO DR SUBTROPIC DR END AC E 2 zne2 1,645 21 34,545 59 61 27 12 11/12/15

28 37 EL TERRAZA DR WEST RD SMITH HILL LN AC E 2 zne1 539 20 10,780 62 67 17 16 11/25/15

28 153 EL TERRAZA DR SMITH HILL LN 1391' E/O SMITH HILL LN AC E 2 zne1 1,391 20 27,820 61 46 46 8 11/25/15

28 154 EL TERRAZA DR 1391' SMITH HILL LN 2782' E/O SMITH HILL LN AC E 2 zne1 1,391 20 27,820 62 47 40 13 11/25/15

28 155 EL TERRAZA DR 1459' W/O LE FLORE RD LE FLORE RD AC E 2 zne1 1,459 20 29,180 56 44 43 13 11/25/15

29 38 EL TRAVESIA DR SUBTROPIC DR WEST RD AC E 2 zne2 850 32 27,200 61 38 54 8 11/12/15

29 39 EL TRAVESIA DR WEST RD ENCANADA DR AC E 2 zne2 1,950 20 39,000 68 27 57 16 11/12/15

30 40 ENCANADA DR SUBTROPIC DR 1165' S/O SUBTROPIC DR AC E 2 zne2 1,165 20 23,300 65 48 33 19 11/12/15

30 41 ENCANADA DR EL TRAVESIA DR VENADO DR AC E 2 zne2 522 19 9,918 81 71 0 29 11/12/15

30 42 ENCANADA DR HACIENDA RD EL TRAVESIA DR AC E 2 zne2 990 19 18,810 63 38 42 20 11/12/15

30 156 ENCANADA DR 1165' S/O SUBTROPIC DR END AC E 2 zne2 1,165 20 23,300 48 38 41 21 11/12/15

30 157 ENCANADA DR VENADO DR 1355' N/O VENADO DR AC E 2 zne2 1,355 19 25,745 73 62 19 19 11/12/15

30 158 ENCANADA DR 1355' N/O VENADO DR VIRAZON DR (N) AC E 2 zne2 1,355 19 25,745 66 59 30 11 11/12/15

30 159 ENCANADA DR VIRAZON DR (N) SUBTROPIC DR AC E 2 zne2 415 21 8,715 72 68 28 4 11/12/15

31 43 ENCINAS DR SOUTH CITY LIMIT PEPPERTREE DR AC E 2 zne3 870 36 31,320 67 47 44 9 12/10/15

32 44 FULLERTON RD EAST RD LA HABRA RD AC C 2 zne5 437 24 10,488 50 47 51 2 11/12/15

32 45 FULLERTON RD SKY LINE DR EAST RD AC C 2 zne5 518 26 13,468 54 77 0 23 11/12/15

32 46 FULLERTON RD HARBOR BL CHOTA RD AC C 2 zne5 1,223 24 29,352 69 85 3 12 11/12/15

32 160 FULLERTON RD CHOTA RD DOROTHEA RD AC C 2 zne5 1,300 24 32,450 94 89 0 11 12/23/15

32 161 FULLERTON RD DOROTHEA RD RANCH HILL DR AC C 2 zne5 525 26 13,650 96 100 0 0 12/23/15

32 162 FULLERTON RD RANCH HILL DR SKY LINE DR AC C 2 zne5 913 26 23,738 94 80 0 20 12/23/15

32 163 FULLERTON RD LA HABRA RD 1395' E/O LA HABRA RD AC C 2 zne5 1,395 24 33,480 62 55 0 10 11/12/15

32 164 FULLERTON RD 1395' E/O LA HABRA RD CORRAL MTWY AC C 2 zne5 1,395 24 33,480 63 60 32 8 11/12/15

32 165 FULLERTON RD CORRAL MTWY NORTH CITY LIMIT AC C 2 zne5 493 24 11,832 51 59 31 10 11/12/15

33 47 GANTER RD END CYPRESS ST AC E 2 zne3 320 18 5,760 59 65 20 15 12/8/15

34 48 GREEN VIEW DR REPOSADO DR CUL DE SAC AC E 2 zne4 594 19 11,286 34 33 58 9 12/16/15

35 49 HACIENDA RD CANADA SOMBRE RD SKY LINE DR AC C 2 zne2 1,895 30 66,850 70 67 16 17 11/11/15

35 50 HACIENDA RD EAST RD ENCANADA DR AC C 2 zne4 883 41 36,203 79 77 0 23 11/11/15

35 51 HACIENDA RD SOUTH CITY LIMIT WEST RD AC C 2 zne4 1,260 31 42,060 69 69 0 31 11/11/15





35 52 HACIENDA RD WEST RD EAST RD AC C 2 zne4 1,470 30 44,100 73 66 0 34 11/11/15

35 167 HACIENDA RD ENCANADA DR REPOSADO DR AC C 2 zne4 1,347 33 45,451 75 75 7 18 11/11/15

35 168 HACIENDA RD REPOSADO DR CANADA SOMBRE RD AC C 2 zne4 1,347 31 44,757 65 66 17 17 11/11/15

35 169 HACIENDA RD SKY LINE DR 636' N/O SKY LINE DR AC C 2 zne2 636 30 20,580 75 84 4 12 11/11/15

35 170 HACIENDA RD 636' N/O SKY LINE DR NORTH CITY LIMIT AC C 2 zne2 1,289 30 38,670 73 67 17 16 11/11/15

36 53 HIATT ST SOUTH CITY LIMIT WALNUT RD AC E 2 zne3 960 19 18,240 42 42 48 10 12/9/15

82 229 HILLSIDE CT REPOSADO DR END AC E 2 zne4 476 18 8,568 61 56 29 15 12/16/15

37 54 KANOLA RD EAST END FULLERTON RD AC E 2 zne5 300 15 4,500 63 83 0 17 12/16/15

37 55 KANOLA RD FULLERTON RD WEST END AC E 2 zne5 1,860 18 35,230 47 45 40 15 12/16/15

38 56 KASHLAN RD COBAN RD 1060' W/O COBAN RD AC E 2 zne5 1,060 19 20,140 67 65 17 18 12/9/15

38 57 KASHLAN RD HARBOR BL 1062' W/O HARBOR BL AC E 2 zne5 1,062 22 23,364 70 77 3 20 12/9/15

38 58 KASHLAN RD POPENOE RD CYPRESS ST AC E 2 zne3 240 22 5,280 77 78 0 22 12/16/15

38 171 KASHLAN RD 1062' W/O HARBOR BL CHOTA RD AC E 2 zne5 1,062 22 23,364 62 57 34 9 12/9/15

38 172 KASHLAN RD CHOTA RD COBAN RD AC E 2 zne5 1,062 20 21,240 63 60 25 15 12/9/15

38 231 KASHLAN RD 1060' W/O COBAN RD POPENOE RD AC E 2 zne5 890 19 16,910 69 77 21 2 12/16/15

39 59 LA CRESTA DR END PEPPERTREE DR AC E 2 zne3 480 36 19,030 67 49 12 39 12/10/15

40 60 LA RIATA DR END WEST RD AC E 2 zne1 1,170 19 22,230 77 75 25 0 11/25/15

41 61 LAMAT RD AVOCADO CREST RD PUEBLO CREST RD AC E 2 zne3 328 19 6,232 66 64 0 36 12/8/15

41 173 LAMAT RD PUEBLO CREST RD END AC E 2 zne3 1,369 19 26,011 72 74 3 23 12/8/15

42 62 LAS PALOMAS DR CANONITA DR SUBTROPIC DR AC E 2 zne2 243 22 5,346 78 85 0 15 11/12/15

42 63 LAS PALOMAS DR SUBTROPIC DR LUPIN HILL RD AC E 2 zne2 1,053 18 18,954 69 64 26 10 11/12/15

42 64 LAS PALOMAS DR WEST RD PICAACHO DR AAC E 2 zne1 1,660 20 33,200 89 55 0 45 11/12/15

42 65 LAS PALOMAS DR LUPIN HILL RD WEST CITY LIMIT AC E 2 zne2 1,411 18 25,398 53 62 25 13 11/12/15

42 174 LAS PALOMAS DR PICAACHO DR EL CAJONITA DR AAC E 2 zne1 876 20 17,520 89 55 0 45 11/12/15

42 175 LAS PALOMAS DR EL CAJONITA DR CANONITA DR AAC E 2 zne2 920 20 18,400 72 68 10 22 11/12/15

43 66 LE FLORE DR WEST RD 510' N/O WEST RD AC E 2 zne1 510 24 12,240 82 76 0 24 11/25/15

43 67 LE FLORE DR EL TERRAZA DR 1368' S/O EL TERRAZ DR AC E 2 zne1 1,368 19 25,992 65 53 47 0 11/25/15

43 176 LE FLORE DR 510' N/O WEST RD EL TERRAZA DR AC E 2 zne1 1,590 24 38,160 59 44 49 7 11/25/15

43 177 LE FLORE DR 1368' S/O EL TERRAZA DR SOLEJAR DR AC E 2 zne1 1,511 19 28,709 52 46 41 13 11/25/15

43 179 LE FLORE DR SOLEJAR DR 1002' N/O SOLEJAR DR AC E 2 zne1 1,002 19 19,038 83 57 28 15 11/25/15

43 180 LE FLORE DR 1002' N/O SOLEJAR DR PICAACHO DR AC E 2 zne1 1,002 19 19,038 73 72 4 24 11/25/15

44 68 LEUCADIA RD SKYLINE DR END AC E 2 zne4 1,230 21 27,830 62 64 20 16 12/16/15

45 69 MAYAPAN RD CYPRESS ST DARLENE DR AC E 2 zne3 1,470 17 24,990 63 60 29 11 12/9/15

45 184 MAYAPAN RD DARLENE DR END AC E 2 zne3 663 17 11,271 72 88 0 12 12/9/15

46 70 MEADOWLAND DR CHORAL DR VISTA RD AC E 2 zne5 630 36 23,180 72 54 37 9 12/10/15

47 71 MIRA VERDE DR END NUEVA VISTA DR AC E 2 zne4 630 36 24,680 62 34 48 18 11/12/15

48 72 NABAL RD CYPRESS ST BENIK RD AC E 2 zne3 453 17 7,701 69 88 0 12 12/10/15

48 183 NABAL RD 1203' N/O BENIK RD DOROTHEA RD AC E 2 zne3 1,203 15 18,045 60 67 20 13 12/10/15

48 185 NABAL RD BENIK RD 1203' N/O BENIK RD AC E 2 zne3 1,203 15 18,045 56 60 25 15 12/10/15

49 73 NUEVA VISTA DR MIRA VERDE DR END AC E 2 zne4 660 36 25,760 48 37 63 0 11/12/15

50 74 OLEANDER RD PEPPERTREE DR POPENOE RD AC E 2 zne3 420 28 11,760 49 28 72 0 12/9/15

51 75 PANCHOY PL END LEUCADIA RD AC E 2 zne4 480 21 11,580 56 54 22 24 12/16/15

52 76 PAPAYA DR EAST RD 944' N/O EAST RD AC E 2 zne4 944 21 19,824 56 37 62 1 11/12/15

52 186 PAPAYA DR 944' N/O EAST RD PINTO DR AC E 2 zne4 944 21 19,824 58 57 26 17 12/16/15

52 187 PAPAYA DR PINTO DR NORTH END AC E 2 zne4 340 21 8,340 69 67 22 11 12/16/15

53 77 PEPPERTREE DR HARBOR BLVD LA CRESTA DR AC E 2 zne3 432 32 13,824 66 44 37 19 12/10/15

53 188 PEPPERTREE DR LA CRESTA DR OLEANDER RD AC E 2 zne3 494 32 15,808 69 60 24 16 12/10/15





53 189 PEPPERTREE DR OLEANDER RD BONITA DR AC E 2 zne3 985 32 31,520 56 45 55 0 12/10/15

53 190 PEPPERTREE DR BONITA DR SOUTH END AC E 2 zne3 532 32 18,774 60 42 50 8 12/10/15

54 78 PICAACHO DR LAS PALOMAS DR 1411' W/O LAS PALOMAS RD AC E 2 zne1 1,411 22 31,042 72 83 17 0 11/25/15

54 79 PICAACHO DR 1411' W/O LAS PALOMAS RD 635' E/O LE FLORE DR AC E 2 zne1 1,413 18 25,434 66 71 16 13 11/25/15

54 80 PICAACHO DR LE FLORE DR END AC E 2 zne1 1,455 18 26,190 73 85 3 14 12/23/15

54 191 PICAACHO DR LE FLORE DR 635' E/O FLORE DR AC E 2 zne1 635 18 11,430 67 72 16 12 11/25/15

55 81 PINTO DR END PAPAYA DR AC E 2 zne4 390 17 7,880 64 40 49 11 11/12/15

83 232 PLEASANT CREST LN NABAL RD END AC E 1 zne3 723 12 8,676 59 68 3 29 12/10/15

56 82 POPENOE RD FLOWERFIELD RD CYPRESS ST AC E 2 zne3 1,070 25 26,750 70 73 15 12 12/9/15

56 84 POPENOE RD OLEANDER RD FLOWERFIELD RD AC E 2 zne3 1,390 22 30,580 56 54 34 12 12/9/15

57 85 REPOSADO DR GREENVIEW DR CITRON RD AC E 2 zne4 486 24 11,664 71 71 12 17 12/8/15

57 86 REPOSADO DR AHUACATE RD END AC E 2 zne4 1,895 23 43,585 59 57 31 12 12/8/15

57 87 REPOSADO DR HACIENDA RD CHANDOS LN AC E 2 zne4 1,143 18 20,574 55 50 33 17 12/8/15

57 192 REPOSADO DR CHANDOS LN GREENVIEW RD AC E 2 zne4 788 18 14,184 52 53 25 22 12/8/15

57 193 REPOSADO DR CITRON RD HILLSIDE CT AC E 2 zne4 971 24 23,304 62 61 30 9 12/8/15

57 194 REPOSADO DR HILLSIDE CT AHUACATE RD AC E 2 zne4 1,305 24 31,320 48 47 44 9 12/8/15

58 88 RINCON DR PEPPERTREE DR END AC E 2 zne3 240 28 8,470 59 47 44 9 12/10/15

59 89 SAPOTA DR END SHARPLESS DR AC E 2 zne5 690 16 12,940 50 51 30 19 12/16/15

60 90 SHARPLESS CT SKYLINE DR END AC E 2 zne5 420 16 7,720 56 72 10 18 12/16/15

61 91 SHARPLESS DR SKYLINE DR SKYLINE VISTA DR (W) AC E 2 zne5 627 21 13,167 67 67 30 3 12/16/15

61 196 SHARPLESS DR SKYLINE VISTA DR (W) SKYLINE VISTA DR (E) AC E 2 zne5 851 21 17,871 62 61 27 12 12/16/15

61 197 SHARPLESS DR SKYLINE VISTA DR (E) SKYLINE DR AC E 2 zne5 992 17 16,864 50 50 32 18 12/16/15

80 226 SHAWNAN LN EL TRAVESIA DR END AC E 2 zne2 324 33 12,442 78 69 31 0 12/16/15

81 227 SIALIC PL WEST RD NORTH END AC E 2 zne2 141 33 5,903 78 92 0 8 12/16/15

62 92 SIERRA VISTA DR SOUTH CITY LIMIT END AC E 2 zne3 1,080 34 38,470 76 86 0 14 12/9/15

63 93 SKYCREST RD END AVOCADO CREST RD AC E 2 zne3 420 20 9,900 62 55 26 19 12/10/15

64 94 SKYLINE DR AIROSO RD SUNCREST CT AC E 2 zne4 1,299 22 28,578 75 50 28 22 12/16/15

64 95 SKYLINE DR EAST RD SHARPLESS DR (E) AC E 2 zne5 584 21 12,264 78 40 44 16 12/16/15

64 96 SKYLINE DR HACIENDA RD ARDSHEAL RD AC E 2 zne2 1,439 21 30,219 74 60 21 19 11/12/15

64 97 SKYLINE DR LEUCADIA RD HACIENDA RD AC E 2 zne4 250 28 7,000 60 60 32 8 12/16/15

64 198 SKYLINE DR SHARPLESS DR (E) 1250' N/O SHARPLESS DR (E) AC E 2 zne5 1,250 25 31,250 58 46 41 13 12/16/15

64 199 SKYLINE DR 1250' N/O SHARPLESS DR (E) SHARPLESS DR (W) AC E 2 zne5 1,250 25 31,250 37 35 37 28 12/16/15

64 200 SKYLINE DR SHARPLESS DR (W) AIROSO RD AC E 2 zne5 353 21 7,413 48 46 50 4 12/16/15

64 201 SKYLINE DR SUNCREST CT END AC E 2 zne4 107 19 2,033 85 100 0 0 12/16/15

65 98 SKYLINE VISTA DR SHARPLESS DR SHARPLESS DR AC E 2 zne5 1,140 18 20,520 57 55 26 19 12/16/15

66 99 SOLEJAR DR VISTA DEL LLANO DR CONCHITO DR AC E 2 zne1 1,089 20 21,780 86 75 0 25 11/25/15

66 100 SOLEJAR DR AVOCADO CREST RD CORELLA AV AC E 2 zne1 420 15 6,300 57 85 11 4 12/16/15

66 101 SOLEJAR DR WEST RD LE FLORE DR AC E 2 zne1 750 19 14,250 68 64 36 0 11/25/15

66 204 SOLEJAR DR CONCHITO DR WEST RD AC E 2 zne1 988 20 19,760 83 75 0 25 11/25/15

67 102 SUBTROPIC DR EL TRAVESIA DR WEST RD AC E 2 zne2 770 32 24,640 70 45 38 17 11/12/15

67 103 SUBTROPIC DR WEST RD VIRAZON DR AC E 2 zne2 616 20 13,170 71 61 16 23 11/12/15

67 205 SUBTROPIC DR VIRAZON DR 1579' N/O VIRAZON DR AC E 2 zne2 1,579 18 28,422 68 64 24 12 11/12/15

67 206 SUBTROPIC DR 1579' N/O VIRAZON DR ENCANADA DR AC E 2 zne2 1,579 18 28,422 66 62 20 18 11/12/15

67 207 SUBTROPIC DR ENCANADA DR CANONITA DR AC E 2 zne2 525 18 9,450 70 88 0 12 11/12/15

67 208 SUBTROPIC DR CANONITA DR LAS PALOMAS DR AC E 2 zne2 1,036 21 21,756 65 61 14 25 11/12/15

68 104 SUNCREST CT END SKYLINE DR AC E 2 zne4 540 21 12,590 80 100 0 0 12/16/15

69 105 TANGELO LN ENCINAS DR END AC E 2 zne3 330 36 13,130 54 55 37 8 12/10/15





70 106 TUMIN RD DOROTHEA RD CAMINATA LN AC E 2 zne5 966 20 19,320 63 50 36 14 12/16/15

70 209 TUMIN RD CAMINATA LN EAST RD AC E 2 zne5 1,291 20 25,820 76 40 51 9 12/16/15

71 107 VALLE DR EAST RD 1065' N/O EAST RD AC E 2 zne4 1,065 20 21,300 38 47 44 9 12/9/15

71 211 VALLE DR 1065' N/O EAST RD AIROSO DR AC E 2 zne4 1,065 20 21,300 54 45 20 35 12/9/15

72 108 VIA LUNA RD EAST RD MIRA VERDE DR AC E 2 zne4 360 28 10,080 60 37 0 63 11/12/15

73 109 VIRAZON DR ENCANADA DR END AC E 2 zne2 1,080 17 18,810 67 55 26 19 11/12/15

73 110 VIRAZON DR SUBTROPIC DR 1300' N/O SUBTROPIC DR AC E 2 zne2 1,300 19 24,700 46 40 48 12 11/12/15

73 212 VIRAZON DR 1300' N/O SUBTROPIC DR 2600' N/O SUBTROPIC DR AC E 2 zne2 1,300 19 24,700 64 66 22 12 11/12/15

73 213 VIRAZON DR 2600' N/O SUBTROPIC DR ENCANDA DR AC E 2 zne2 1,300 19 24,700 52 46 36 18 11/12/15

75 115 VISTA DEL LLANO RD SOLEJAR DR END AC E 2 zne1 930 19 17,670 76 100 0 0 11/25/15

74 111 VISTA RD PINE EDGE RD VISTA RD AC E 2 zne5 210 23 4,830 56 57 21 22 12/10/15

74 112 VISTA RD VISTA RD PINE EDGE RD AC E 2 zne4 1,500 19 28,500 47 56 29 15 12/16/15

74 113 VISTA RD MEADOWLAND DR HARBOR BLVD AC E 2 zne5 510 21 10,710 70 85 0 15 12/10/15

74 114 VISTA RD VISTA RD MEADOWLAND DR AC E 2 zne5 900 36 32,400 66 67 21 12 12/10/15

76 116 WALNUT ST HIATT ST CYPRESS ST AC E 2 zne3 1,530 16 24,480 57 71 11 18 12/9/15

76 117 WALNUT ST SOUTH CITY LIMIT VIA MIGUEL AC E 2 zne3 417 18 7,506 68 81 0 19 12/9/15

76 214 WALNUT ST VIA MIGUEL 1178' N/O VIA MIGUEL AC E 2 zne3 1,178 17 20,026 65 75 6 19 12/9/15

76 215 WALNUT ST 1178' N/O VIA MIGUEL HIATT ST AC E 2 zne3 1,177 17 20,009 59 60 15 25 12/9/15

77 118 WEST RD BONNIE JEAN RD LA RIATA DR AC C 2 zne1 307 26 7,982 79 72 0 28 11/11/15

77 119 WEST RD CANCHO RD ESCAPAPPADO DR AC C 2 zne1 820 14 12,980 69 86 0 14 11/11/15

77 120 WEST RD HACIENDA RD SUBTROPIC DR AC C 2 zne2 1,200 41 49,200 77 79 0 21 12/22/15

77 121 WEST RD LAS PALOMAS DR 1258' W/O LAS PALOMAS DR AC C 2 zne1 1,258 26 32,708 65 61 30 9 11/11/15

77 122 WEST RD SUBTROPIC DR LAS PALOMAS DR AC C 2 zne2 1,590 31 49,290 73 67 18 15 11/11/15

77 216 WEST RD 1258' W/O LAS PALOMAS DR SOLEJAR DR AC C 2 zne1 1,258 26 32,708 71 63 21 16 11/11/15

77 217 WEST RD SOLEJAR DR VISTA DEL VALLE WAY AC C 2 zne1 850 26 22,100 73 71 15 14 12/22/15

77 218 WEST RD VISTA DEL VALLE WAY ANGOLA AV AC C 2 zne1 1,428 26 37,128 75 60 21 19 11/11/15

77 219 WEST RD ANGOLA AV BONNIE JEAN RD AC C 2 zne1 1,536 26 39,936 70 68 14 18 11/11/15

77 220 WEST RD LA RIATA DR CLOISTER DR AC C 2 zne1 279 26 7,254 76 71 6 23 11/11/15

77 221 WEST RD CLOISTER DR LE FLORE DR AC C 2 zne1 735 26 19,110 71 65 16 19 11/11/15

77 222 WEST RD LE FLORE DR EL TERRAZA DR AC C 2 zne1 738 26 19,188 64 59 29 12 11/11/15

77 223 WEST RD EL TERRAZA DR CALLE JUCA DR AC C 2 zne1 1,342 26 34,892 44 36 55 9 11/11/15

77 224 WEST RD CALLE JUCA DR CANCHO DR AC C 2 zne1 592 26 15,392 74 85 0 15 11/11/15

77 225 WEST RD ESCAPPADO DR ARBELLA RD AC C 2 zne1 996 16 15,936 49 41 44 15 11/11/15

78 123 WHITEHILL DR VISTA RD END AC E 2 zne5 270 24 7,730 75 75 3 22 12/10/15

41.1 4,806,950



Pavement Condition Index (PCI) Report - All StreetsSorted by PCI (0-100)


34 48 GREEN VIEW DR REPOSADO DR CUL DE SAC AC E 2 zne4 594 19 11,286 34 33 58 9 12/16/15

64 199 SKYLINE DR 1250' N/O SHARPLESS DR (E) SHARPLESS DR (W) AC E 2 zne5 1,250 25 31,250 37 35 37 28 12/16/15

71 107 VALLE DR EAST RD 1065' N/O EAST RD AC E 2 zne4 1,065 20 21,300 38 47 44 9 12/9/15

20 22 COBAN RD DOROTHEA RD EAST RD AC E 2 zne5 1,050 18 18,900 39 44 47 9 12/8/15

23 28 DEEP CANYON RD EAST RD END AC E 2 zne4 300 19 5,700 40 27 26 47 11/12/15

36 53 HIATT ST SOUTH CITY LIMIT WALNUT RD AC E 2 zne3 960 19 18,240 42 42 48 10 12/9/15

77 223 WEST RD EL TERRAZA DR CALLE JUCA DR AC C 2 zne1 1,342 26 34,892 44 36 55 9 11/11/15

73 110 VIRAZON DR SUBTROPIC DR 1300' N/O SUBTROPIC DR AC E 2 zne2 1,300 19 24,700 46 40 48 12 11/12/15

37 55 KANOLA RD FULLERTON RD WEST END AC E 2 zne5 1,860 18 35,230 47 45 40 15 12/16/15

74 112 VISTA RD VISTA RD PINE EDGE RD AC E 2 zne4 1,500 19 28,500 47 56 29 15 12/16/15

17 134 CHURCHILL RD AHUACATE RD EAST RD AC E 2 zne4 1,321 20 26,420 47 15 59 26 11/12/15

49 73 NUEVA VISTA DR MIRA VERDE DR END AC E 2 zne4 660 36 25,760 48 37 63 0 11/12/15

30 156 ENCANADA DR 1165' S/O SUBTROPIC DR END AC E 2 zne2 1,165 20 23,300 48 38 41 21 11/12/15

57 194 REPOSADO DR HILLSIDE CT AHUACATE RD AC E 2 zne4 1,305 24 31,320 48 47 44 9 12/8/15

64 200 SKYLINE DR SHARPLESS DR (W) AIROSO RD AC E 2 zne5 353 21 7,413 48 46 50 4 12/16/15

20 23 COBAN RD KASHLAN RD END AC E 2 zne5 1,080 16 17,280 49 51 34 15 12/9/15

50 74 OLEANDER RD PEPPERTREE DR POPENOE RD AC E 2 zne3 420 28 11,760 49 28 72 0 12/9/15

77 225 WEST RD ESCAPPADO DR ARBELLA RD AC C 2 zne1 996 16 15,936 49 41 44 15 11/11/15

7 7 AVOCADO CREST RD CITRUS ST HACIENDA RD AC E 2 zne3 720 30 21,600 50 41 51 8 12/8/15

32 44 FULLERTON RD EAST RD LA HABRA RD AC C 2 zne5 437 24 10,488 50 47 51 2 11/12/15

59 89 SAPOTA DR END SHARPLESS DR AC E 2 zne5 690 16 12,940 50 51 30 19 12/16/15

61 197 SHARPLESS DR SKYLINE VISTA DR (E) SKYLINE DR AC E 2 zne5 992 17 16,864 50 50 32 18 12/16/15

1 1 AHUACATE RD CHURCHILL RD 1185' N/O CHURCHILL RD AC E 2 zne4 1,185 19 22,515 51 43 45 12 12/10/15

16 133 CHOTA RD 1635' W/O FULLERTON RD CARRIE HILLS DR AC E 2 zne5 1,635 15 24,525 51 64 19 17 12/9/15

32 165 FULLERTON RD CORRAL MTWY NORTH CITY LIMIT AC C 2 zne5 493 24 11,832 51 59 31 10 11/12/15

2 2 AIROSO DR SKYLINE DR VALLE RD AC E 2 zne4 1,710 20 34,200 52 43 43 14 12/9/15

43 177 LE FLORE DR 1368' S/O EL TERRAZA DR SOLEJAR DR AC E 2 zne1 1,511 19 28,709 52 46 41 13 11/25/15

57 192 REPOSADO DR CHANDOS LN GREENVIEW RD AC E 2 zne4 788 18 14,184 52 53 25 22 12/8/15

73 213 VIRAZON DR 2600' N/O SUBTROPIC DR ENCANDA DR AC E 2 zne2 1,300 19 24,700 52 46 36 18 11/12/15

4 4 ANGOLA AV WEST RD 325' S/O WEST RD AC E 2 zne1 325 15 4,875 53 30 34 36 12/16/15

16 18 CHOTA RD FULLERTON RD 1635' W/O FULLERTON RD AC E 2 zne5 1,635 15 24,525 53 58 25 17 12/9/15

22 27 DARLENE DR MAYAPAN RD END AC E 2 zne3 750 16 13,000 53 59 25 16 12/9/15

42 65 LAS PALOMAS DR LUPIN HILL RD WEST CITY LIMIT AC E 2 zne2 1,411 18 25,398 53 62 25 13 11/12/15

16 132 CHOTA RD CARRIE HILLS DR KASHLAN RD AC E 2 zne5 802 15 12,030 53 55 23 22 12/9/15

32 45 FULLERTON RD SKY LINE DR EAST RD AC C 2 zne5 518 26 13,468 54 77 0 23 11/12/15

69 105 TANGELO LN ENCINAS DR END AC E 2 zne3 330 36 13,130 54 55 37 8 12/10/15

71 211 VALLE DR 1065' N/O EAST RD AIROSO DR AC E 2 zne4 1,065 20 21,300 54 45 20 35 12/9/15

57 87 REPOSADO DR HACIENDA RD CHANDOS LN AC E 2 zne4 1,143 18 20,574 55 50 33 17 12/8/15

24 31 DOROTHEA RD FULLERTON RD 1772' W/O FULLERTON RD AC E 2 zne5 1,772 16 28,352 56 63 21 16 12/8/15

51 75 PANCHOY PL END LEUCADIA RD AC E 2 zne4 480 21 11,580 56 54 22 24 12/16/15

52 76 PAPAYA DR EAST RD 944' N/O EAST RD AC E 2 zne4 944 21 19,824 56 37 62 1 11/12/15

56 84 POPENOE RD OLEANDER RD FLOWERFIELD RD AC E 2 zne3 1,390 22 30,580 56 54 34 12 12/9/15

60 90 SHARPLESS CT SKYLINE DR END AC E 2 zne5 420 16 7,720 56 72 10 18 12/16/15

74 111 VISTA RD PINE EDGE RD VISTA RD AC E 2 zne5 210 23 4,830 56 57 21 22 12/10/15

1 124 AHUACATE RD 1185' N/O CHURCHHILL DR REPOSADO DR AC E 2 zne4 1,185 19 22,515 56 58 29 13 12/10/15

28 155 EL TERRAZA DR 1459' W/O LE FLORE RD LE FLORE RD AC E 2 zne1 1,459 20 29,180 56 44 43 13 11/25/15

48 185 NABAL RD BENIK RD 1203' N/O BENIK RD AC E 2 zne3 1,203 15 18,045 56 60 25 15 12/10/15

53 189 PEPPERTREE DR OLEANDER RD BONITA DR AC E 2 zne3 985 32 31,520 56 45 55 0 12/10/15





18 20 CITRON RD REPOSADO DR CANADA SOBRE RD AC E 2 zne4 1,860 17 31,620 57 60 24 16 12/16/15

65 98 SKYLINE VISTA DR SHARPLESS DR SHARPLESS DR AC E 2 zne5 1,140 18 20,520 57 55 26 19 12/16/15

66 100 SOLEJAR DR AVOCADO CREST RD CORELLA AV AC E 2 zne1 420 15 6,300 57 85 11 4 12/16/15

76 116 WALNUT ST HIATT ST CYPRESS ST AC E 2 zne3 1,530 16 24,480 57 71 11 18 12/9/15

8 10 BENIK RD END NABAL RD AC E 2 zne3 1,260 15 20,150 58 66 8 26 12/10/15

24 141 DOROTHEA RD NABAL RD AVOCADO CREST RD AC E 2 zne3 1,453 16 23,248 58 59 21 20 12/8/15

52 186 PAPAYA DR 944' N/O EAST RD PINTO DR AC E 2 zne4 944 21 19,824 58 57 26 17 12/16/15

64 198 SKYLINE DR SHARPLESS DR (E) 1250' N/O SHARPLESS DR (E) AC E 2 zne5 1,250 25 31,250 58 46 41 13 12/16/15

19 21 CITRUS ST SOUTH CITY LIMIT AVOCADO CREST RD AC E 2 zne3 220 21 4,620 59 62 30 8 12/10/15

27 36 EL EMPINO DR SUBTROPIC DR END AC E 2 zne2 1,645 21 34,545 59 61 27 12 11/12/15

33 47 GANTER RD END CYPRESS ST AC E 2 zne3 320 18 5,760 59 65 20 15 12/8/15

57 86 REPOSADO DR AHUACATE RD END AC E 2 zne4 1,895 23 43,585 59 57 31 12 12/8/15

58 88 RINCON DR PEPPERTREE DR END AC E 2 zne3 240 28 8,470 59 47 44 9 12/10/15

24 138 DOROTHEA RD 1772' W/O FULLERTON RD COBAN RD AC E 2 zne5 1,772 16 28,352 59 64 19 17 12/8/15

43 176 LE FLORE DR 510' N/O WEST RD EL TERRAZA DR AC E 2 zne1 1,590 24 38,160 59 44 49 7 11/25/15

76 215 WALNUT ST 1178' N/O VIA MIGUEL HIATT ST AC E 2 zne3 1,177 17 20,009 59 60 15 25 12/9/15

83 232 PLEASANT CREST LN NABAL RD END AC E 1 zne3 723 12 8,676 59 68 3 29 12/10/15

24 29 DOROTHEA RD CYPRESS ST 1204' E/O CYPRESS ST AC E 2 zne3 1,204 17 20,468 60 65 19 16 12/8/15

64 97 SKYLINE DR LEUCADIA RD HACIENDA RD AC E 2 zne4 250 28 7,000 60 60 32 8 12/16/15

72 108 VIA LUNA RD EAST RD MIRA VERDE DR AC E 2 zne4 360 28 10,080 60 37 0 63 11/12/15

21 136 CYPRESS ST DOROTHEA RD GANTER RD AC E 2 zne3 1,019 21 21,399 60 61 26 13 12/8/15

48 183 NABAL RD 1203' N/O BENIK RD DOROTHEA RD AC E 2 zne3 1,203 15 18,045 60 67 20 13 12/10/15

53 190 PEPPERTREE DR BONITA DR SOUTH END AC E 2 zne3 532 32 18,774 60 42 50 8 12/10/15

7 9 AVOCADO CREST RD DOROTHEA RD 1675' W/O DOROTHEA RD AAC E 2 zne3 1,675 19 31,825 61 63 28 9 12/8/15

21 25 CYPRESS ST SOUTH CITY LIMIT POPENOE RD AC E 2 zne3 1,190 20 23,800 61 65 19 16 12/9/15

29 38 EL TRAVESIA DR SUBTROPIC DR WEST RD AC E 2 zne2 850 32 27,200 61 38 54 8 11/12/15

7 131 AVOCADO CREST RD 985' W/O LAMAT RD CITRUS ST AAC E 2 zne3 985 22 21,670 61 65 21 14 12/8/15

24 142 DOROTHEA RD 1204' E/O CYPRESS ST MILMAC DR AC E 2 zne3 1,204 17 20,468 61 68 13 19 12/8/15

28 153 EL TERRAZA DR SMITH HILL LN 1391' E/O SMITH HILL LN AC E 2 zne1 1,391 20 27,820 61 46 46 8 11/25/15

82 229 HILLSIDE CT REPOSADO DR END AC E 2 zne4 476 18 8,568 61 56 29 15 12/16/15

3 3 AMATE DR END SOLEJAR DR AC E 2 zne1 720 15 13,300 62 66 16 18 11/25/15

17 19 CHURCHILL RD EAST RD AHUACATE RD AC E 2 zne4 1,234 20 28,680 62 61 0 39 11/12/15

21 26 CYPRESS ST WALNUT RD DOROTHEA RD AC E 2 zne3 1,478 21 31,038 62 61 24 15 12/8/15

25 33 EAST RD FULLERTON RD 1104' W/O FULLERTON RD AC C 2 zne5 1,104 25 27,600 62 40 39 21 11/12/15

28 37 EL TERRAZA DR WEST RD SMITH HILL LN AC E 2 zne1 539 20 10,780 62 67 17 16 11/25/15

44 68 LEUCADIA RD SKYLINE DR END AC E 2 zne4 1,230 21 27,830 62 64 20 16 12/16/15

47 71 MIRA VERDE DR END NUEVA VISTA DR AC E 2 zne4 630 36 24,680 62 34 48 18 11/12/15

63 93 SKYCREST RD END AVOCADO CREST RD AC E 2 zne3 420 20 9,900 62 55 26 19 12/10/15

7 130 AVOCADO CREST RD LAMAT RD 985' W/O LAMAT RD AAC E 2 zne3 985 22 21,670 62 70 18 12 12/8/15

21 135 CYPRESS ST NABAL RD WALNUT RD AC E 2 zne3 1,677 21 35,217 62 55 28 17 12/9/15

25 147 EAST RD SHELBY GLEN DR VALLE RD AC C 2 zne4 542 25 13,550 62 13 78 9 11/12/15

28 154 EL TERRAZA DR 1391' SMITH HILL LN 2782' E/O SMITH HILL LN AC E 2 zne1 1,391 20 27,820 62 47 40 13 11/25/15

32 163 FULLERTON RD LA HABRA RD 1395' E/O LA HABRA RD AC C 2 zne5 1,395 24 33,480 62 55 35 10 11/12/15

38 171 KASHLAN RD 1062' W/O HARBOR BL CHOTA RD AC E 2 zne5 1,062 22 23,364 62 57 34 9 12/9/15

57 193 REPOSADO DR CITRON RD HILLSIDE CT AC E 2 zne4 971 24 23,304 62 61 30 9 12/8/15

61 196 SHARPLESS DR SKYLINE VISTA DR (W) SKYLINE VISTA DR (E) AC E 2 zne5 851 21 17,871 62 61 27 12 12/16/15

24 30 DOROTHEA RD CYPRESS ST END AC E 2 zne3 1,420 14 19,880 63 75 0 25 12/8/15

30 42 ENCANADA DR HACIENDA RD EL TRAVESIA DR AC E 2 zne2 990 19 18,810 63 38 42 20 11/12/15





37 54 KANOLA RD EAST END FULLERTON RD AC E 2 zne5 300 15 4,500 63 83 0 17 12/16/15

45 69 MAYAPAN RD CYPRESS ST DARLENE DR AC E 2 zne3 1,470 17 24,990 63 60 29 11 12/9/15

70 106 TUMIN RD DOROTHEA RD CAMINATA LN AC E 2 zne5 966 20 19,320 63 50 36 14 12/16/15

25 144 EAST RD 1104' W/O FULLERTON RD COBAN RD AC C 2 zne5 1,104 25 27,600 63 28 47 25 11/12/15

25 146 EAST RD RIALTO GROVE DR SHELBY GLEN DR AC C 2 zne5 563 25 14,075 63 48 48 4 11/12/15

32 164 FULLERTON RD 1395' E/O LA HABRA RD CORRAL MTWY AC C 2 zne5 1,395 24 33,480 63 60 32 8 11/12/15

38 172 KASHLAN RD CHOTA RD COBAN RD AC E 2 zne5 1,062 20 21,240 63 60 25 15 12/9/15

55 81 PINTO DR END PAPAYA DR AC E 2 zne4 390 17 7,880 64 40 49 11 11/12/15

24 139 DOROTHEA RD COBAN RD TUMIN RD AC E 2 zne5 486 16 7,776 64 82 0 18 12/8/15

24 143 DOROTHEA RD MILMAC DR AVOCADO CREST RD AC E 2 zne3 1,185 17 20,145 64 69 16 15 12/8/15

73 212 VIRAZON DR 1300' N/O SUBTROPIC DR 2600' N/O SUBTROPIC DR AC E 2 zne2 1,300 19 24,700 64 66 22 12 11/12/15

77 222 WEST RD LE FLORE DR EL TERRAZA DR AC C 2 zne1 738 26 19,188 64 59 29 12 11/11/15

30 40 ENCANADA DR SUBTROPIC DR 1165' S/O SUBTROPIC DR AC E 2 zne2 1,165 20 23,300 65 48 33 19 11/12/15

43 67 LE FLORE DR EL TERRAZA DR 1368' S/O EL TERRAZ DR AC E 2 zne1 1,368 19 25,992 65 53 47 0 11/25/15

77 121 WEST RD LAS PALOMAS DR 1258' W/O LAS PALOMAS DR AC C 2 zne1 1,258 26 32,708 65 61 30 9 11/11/15

24 140 DOROTHEA RD TUMIN RD NABAL RD AC E 2 zne3 183 16 2,928 65 69 17 14 12/8/15

35 168 HACIENDA RD REPOSADO DR CANADA SOMBRE RD AC C 2 zne4 1,347 31 44,757 65 66 17 17 11/11/15

67 208 SUBTROPIC DR CANONITA DR LAS PALOMAS DR AC E 2 zne2 1,036 21 21,756 65 61 14 25 11/12/15

76 214 WALNUT ST VIA MIGUEL 1178' N/O VIA MIGUEL AC E 2 zne3 1,178 17 20,026 65 75 6 19 12/9/15

13 15 CANCHO DR WEST RD END AC E 2 zne1 870 19 16,530 66 65 25 10 11/25/15

41 61 LAMAT RD AVOCADO CREST RD PUEBLO CREST RD AC E 2 zne3 328 19 6,232 66 64 0 36 12/8/15

53 77 PEPPERTREE DR HARBOR BLVD LA CRESTA DR AC E 2 zne3 432 32 13,824 66 44 37 19 12/10/15

54 79 PICAACHO DR 1411' W/O LAS PALOMAS RD 635' E/O LE FLORE DR AC E 2 zne1 1,413 18 25,434 66 71 16 13 11/25/15

74 114 VISTA RD VISTA RD MEADOWLAND DR AC E 2 zne5 900 36 32,400 66 67 21 12 12/10/15

7 128 AVOCADO CREST RD 1675' W/O DOROTHEA RD CYPRESS ST AC E 2 zne3 1,676 19 31,844 66 67 17 16 12/8/15

30 158 ENCANADA DR 1355' N/O VENADO DR VIRAZON DR (N) AC E 2 zne2 1,355 19 25,745 66 59 30 11 11/12/15

67 206 SUBTROPIC DR 1579' N/O VIRAZON DR ENCANADA DR AC E 2 zne2 1,579 18 28,422 66 62 20 18 11/12/15

7 8 AVOCADO CREST RD CYPRESS ST 1225' W/O CYPRESS ST AAC E 2 zne3 1,225 22 26,950 67 68 15 17 12/8/15

9 11 BONITA DR PEPPERTREE DR END AC E 2 zne3 300 28 9,900 67 65 34 1 12/10/15

10 12 BONNIE JEAN RD END WEST RD AC E 2 zne1 1,350 36 50,350 67 81 10 9 11/25/15

31 43 ENCINAS DR SOUTH CITY LIMIT PEPPERTREE DR AC E 2 zne3 870 36 31,320 67 47 44 9 12/10/15

38 56 KASHLAN RD COBAN RD 1060' W/O COBAN RD AC E 2 zne5 1,060 19 20,140 67 65 17 18 12/9/15

39 59 LA CRESTA DR END PEPPERTREE DR AC E 2 zne3 480 36 19,030 67 49 12 39 12/10/15

61 91 SHARPLESS DR SKYLINE DR SKYLINE VISTA DR (W) AC E 2 zne5 627 21 13,167 67 67 30 3 12/16/15

73 109 VIRAZON DR ENCANADA DR END AC E 2 zne2 1,080 17 18,810 67 55 26 19 11/12/15

25 149 EAST RD DEEP CANYON RD CHURCHILL RD AC C 2 zne4 889 25 22,225 67 60 30 10 11/12/15

54 191 PICAACHO DR LE FLORE DR 635' E/O FLORE DR AC E 2 zne1 635 18 11,430 67 72 16 12 11/25/15

11 13 CALLE JUCA RD WEST RD END AC E 2 zne1 480 18 8,640 68 88 0 12 11/25/15

14 16 CANONITA DR SUBTROPIC DR LAS PALOMAS DR AC E 2 zne2 900 30 27,000 68 61 29 10 11/12/15

21 24 CYPRESS ST POPONOE RD NABAL RD AC E 2 zne3 1,230 21 25,830 68 68 22 10 12/9/15

29 39 EL TRAVESIA DR WEST RD ENCANADA DR AC E 2 zne2 1,950 20 39,000 68 27 57 16 11/12/15

66 101 SOLEJAR DR WEST RD LE FLORE DR AC E 2 zne1 750 19 14,250 68 64 36 0 11/25/15

76 117 WALNUT ST SOUTH CITY LIMIT VIA MIGUEL AC E 2 zne3 417 18 7,506 68 81 0 19 12/9/15

7 129 AVOCADO CREST RD 1225' W/O CYPRESS ST LAMAT RD AAC E 2 zne3 1,200 22 26,400 68 70 8 22 12/8/15

67 205 SUBTROPIC DR VIRAZON DR 1579' N/O VIRAZON DR AC E 2 zne2 1,579 18 28,422 68 64 24 12 11/12/15

12 210 CANADA SOMBRE RD CITRON RD 190' E/O CITRON RD AC E 2 zne4 390 19 7,410 68 71 0 29 12/16/15

32 46 FULLERTON RD HARBOR BL CHOTA RD AC C 2 zne5 1,223 24 29,352 69 85 3 12 11/12/15

35 51 HACIENDA RD SOUTH CITY LIMIT WEST RD AC C 2 zne4 1,260 31 42,060 69 69 0 31 11/11/15





42 63 LAS PALOMAS DR SUBTROPIC DR LUPIN HILL RD AC E 2 zne2 1,053 18 18,954 69 64 26 10 11/12/15

48 72 NABAL RD CYPRESS ST BENIK RD AC E 2 zne3 453 17 7,701 69 88 0 12 12/10/15

77 119 WEST RD CANCHO RD ESCAPAPPADO DR AC C 2 zne1 820 14 12,980 69 86 0 14 11/11/15

6 125 ARDSHEAL DR 1350' N/O ENCANADA DR 2700' N/O ENCANDA DR AC E 2 zne2 1,350 20 27,000 69 57 22 21 11/12/15

52 187 PAPAYA DR PINTO DR NORTH END AC E 2 zne4 340 21 8,340 69 67 22 11 12/16/15

53 188 PEPPERTREE DR LA CRESTA DR OLEANDER RD AC E 2 zne3 494 32 15,808 69 60 24 16 12/10/15

38 231 KASHLAN RD 1060' W/O COBAN RD POPENOE RD AC E 2 zne5 890 19 16,910 69 77 21 2 12/16/15

35 49 HACIENDA RD CANADA SOMBRE RD SKY LINE DR AC C 2 zne2 1,895 30 66,850 70 67 16 17 11/11/15

38 57 KASHLAN RD HARBOR BL 1062' W/O HARBOR BL AC E 2 zne5 1,062 22 23,364 70 77 3 20 12/9/15

56 82 POPENOE RD FLOWERFIELD RD CYPRESS ST AC E 2 zne3 1,070 25 26,750 70 73 15 12 12/9/15

67 102 SUBTROPIC DR EL TRAVESIA DR WEST RD AC E 2 zne2 770 32 24,640 70 45 38 17 11/12/15

74 113 VISTA RD MEADOWLAND DR HARBOR BLVD AC E 2 zne5 510 21 10,710 70 85 0 15 12/10/15

21 137 CYPRESS ST GANTER RD AVOCADO CREST DR AC E 2 zne3 907 21 19,047 70 70 5 25 12/8/15

67 207 SUBTROPIC DR ENCANADA DR CANONITA DR AC E 2 zne2 525 18 9,450 70 88 0 12 11/12/15

77 219 WEST RD ANGOLA AV BONNIE JEAN RD AC C 2 zne1 1,536 26 39,936 70 68 14 18 11/11/15

57 85 REPOSADO DR GREENVIEW DR CITRON RD AC E 2 zne4 486 24 11,664 71 71 12 17 12/8/15

67 103 SUBTROPIC DR WEST RD VIRAZON DR AC E 2 zne2 616 20 13,170 71 61 16 23 11/12/15

6 126 ARDSHEAL DR 2700' S/O SKYLINE DR 1350' S/O SKYLINE DR AC E 2 zne2 1,350 20 27,000 71 66 18 16 11/12/15

25 151 EAST RD 1635' W/O CHURCHILL RD (W) VIA LUNA DR AC C 2 zne4 1,715 25 42,875 71 44 24 32 11/12/15

77 216 WEST RD 1258' W/O LAS PALOMAS DR SOLEJAR DR AC C 2 zne1 1,258 26 32,708 71 63 21 16 11/11/15

77 221 WEST RD CLOISTER DR LE FLORE DR AC C 2 zne1 735 26 19,110 71 65 16 19 11/11/15

6 6 ARDSHEAL DR ENCANADA DR 1350' N/O ENCANADA DR AC E 2 zne2 1,350 20 27,000 72 66 14 20 11/12/15

12 14 CANADA SOMBRE RD CITRON RD HACIENDA RD AC E 2 zne4 510 19 9,690 72 73 0 27 12/16/15

15 17 CHORAL DR END MEADOWLAND DR AC E 2 zne5 840 36 32,140 72 64 21 15 12/10/15

46 70 MEADOWLAND DR CHORAL DR VISTA RD AC E 2 zne5 630 36 23,180 72 54 37 9 12/10/15

54 78 PICAACHO DR LAS PALOMAS DR 1411' W/O LAS PALOMAS RD AC E 2 zne1 1,411 22 31,042 72 83 17 0 11/25/15

30 159 ENCANADA DR VIRAZON DR (N) SUBTROPIC DR AC E 2 zne2 415 21 8,715 72 68 28 4 11/12/15

41 173 LAMAT RD PUEBLO CREST RD END AC E 2 zne3 1,369 19 26,011 72 74 3 23 12/8/15

42 175 LAS PALOMAS DR EL CAJONITA DR CANONITA DR AAC E 2 zne2 920 20 18,400 72 68 10 22 11/12/15

45 184 MAYAPAN RD DARLENE DR END AC E 2 zne3 663 17 11,271 72 88 0 12 12/9/15

54 80 PICAACHO DR LE FLORE DR END AC E 2 zne1 1,455 18 26,190 73 85 3 14 12/23/15

77 217 WEST RD SOLEJAR DR VISTA DEL VALLE WAY AC C 2 zne1 850 26 22,100 73 71 15 14 12/22/15

35 52 HACIENDA RD WEST RD EAST RD AC C 2 zne4 1,470 30 44,100 73 66 0 34 11/11/15

77 122 WEST RD SUBTROPIC DR LAS PALOMAS DR AC C 2 zne2 1,590 31 49,290 73 67 18 15 11/11/15

30 157 ENCANADA DR VENADO DR 1355' N/O VENADO DR AC E 2 zne2 1,355 19 25,745 73 62 19 19 11/12/15

35 170 HACIENDA RD 636' N/O SKY LINE DR NORTH CITY LIMIT AC C 2 zne2 1,289 30 38,670 73 67 17 16 11/11/15

43 180 LE FLORE DR 1002' N/O SOLEJAR DR PICAACHO DR AC E 2 zne1 1,002 19 19,038 73 72 4 24 11/25/15

25 145 EAST RD COBAN RD RIALTO GROVE DR AC C 2 zne5 674 25 16,850 74 61 35 4 12/22/15

64 96 SKYLINE DR HACIENDA RD ARDSHEAL RD AC E 2 zne2 1,439 21 30,219 74 60 21 19 11/12/15

6 127 ARDSHEAL DR 1350' S/O SKYLINE DR SKYLINE DR AC E 2 zne2 1,350 20 27,000 74 78 0 22 11/12/15

77 224 WEST RD CALLE JUCA DR CANCHO DR AC C 2 zne1 592 26 15,392 74 85 0 15 11/11/15

64 94 SKYLINE DR AIROSO RD SUNCREST CT AC E 2 zne4 1,299 22 28,578 75 50 28 22 12/16/15

78 123 WHITEHILL DR VISTA RD END AC E 2 zne5 270 24 7,730 75 75 3 22 12/10/15

35 167 HACIENDA RD ENCANADA DR REPOSADO DR AC C 2 zne4 1,347 33 45,451 75 75 7 18 11/11/15

35 169 HACIENDA RD SKY LINE DR 636' N/O SKY LINE DR AC C 2 zne2 636 30 20,580 75 84 4 12 11/11/15

77 218 WEST RD VISTA DEL VALLE WAY ANGOLA AV AC C 2 zne1 1,428 26 37,128 75 60 21 19 11/11/15

62 92 SIERRA VISTA DR SOUTH CITY LIMIT END AC E 2 zne3 1,080 34 38,470 76 86 0 14 12/9/15

75 115 VISTA DEL LLANO RD SOLEJAR DR END AC E 2 zne1 930 19 17,670 76 100 0 0 11/25/15





70 209 TUMIN RD CAMINATA LN EAST RD AC E 2 zne5 1,291 20 25,820 76 40 51 9 12/16/15

77 220 WEST RD LA RIATA DR CLOISTER DR AC C 2 zne1 279 26 7,254 76 71 6 23 11/11/15

77 120 WEST RD HACIENDA RD SUBTROPIC DR AC C 2 zne2 1,200 41 49,200 77 79 0 21 12/22/15

38 58 KASHLAN RD POPENOE RD CYPRESS ST AC E 2 zne3 240 22 5,280 77 78 0 22 12/16/15

40 60 LA RIATA DR END WEST RD AC E 2 zne1 1,170 19 22,230 77 75 25 0 11/25/15

42 62 LAS PALOMAS DR CANONITA DR SUBTROPIC DR AC E 2 zne2 243 22 5,346 78 85 0 15 11/12/15

64 95 SKYLINE DR EAST RD SHARPLESS DR (E) AC E 2 zne5 584 21 12,264 78 40 44 16 12/16/15

25 152 EAST RD VIA LUNA DR HACIENDA RD AC C 2 zne4 258 31 7,998 78 77 0 23 11/12/15

80 226 SHAWNAN LN EL TRAVESIA DR END AC E 2 zne2 324 33 12,442 78 69 31 0 12/16/15

81 227 SIALIC PL WEST RD NORTH END AC E 2 zne2 141 33 5,903 78 92 0 8 12/16/15

25 34 EAST RD VALLE DR PAPAYA DR AC C 2 zne4 911 25 22,775 79 20 78 2 11/12/15

35 50 HACIENDA RD EAST RD ENCANADA DR AC C 2 zne4 883 41 36,203 79 77 0 23 11/11/15

77 118 WEST RD BONNIE JEAN RD LA RIATA DR AC C 2 zne1 307 26 7,982 79 72 0 28 11/11/15

68 104 SUNCREST CT END SKYLINE DR AC E 2 zne4 540 21 12,590 80 100 0 0 12/16/15

30 41 ENCANADA DR EL TRAVESIA DR VENADO DR AC E 2 zne2 522 19 9,918 81 71 0 29 11/12/15

25 150 EAST RD CHURCHILL RD (W) 1635' W/O CHURCHILL RD (W) AC C 2 zne4 1,715 25 42,875 81 69 0 31 11/12/15

26 35 EL CAJONITA DR LAS PALOMAS DR END AC E 2 zne1 1,700 20 34,000 82 56 0 44 11/25/15

43 66 LE FLORE DR WEST RD 510' N/O WEST RD AC E 2 zne1 510 24 12,240 82 76 0 24 11/25/15

43 179 LE FLORE DR SOLEJAR DR 1002' N/O SOLEJAR DR AC E 2 zne1 1,002 19 19,038 83 57 28 15 11/25/15

66 204 SOLEJAR DR CONCHITO DR WEST RD AC E 2 zne1 988 20 19,760 83 75 0 25 11/25/15

64 201 SKYLINE DR SUNCREST CT END AC E 2 zne4 107 19 2,033 85 100 0 0 12/16/15

66 99 SOLEJAR DR VISTA DEL LLANO DR CONCHITO DR AC E 2 zne1 1,089 20 21,780 86 75 0 25 11/25/15

25 32 EAST RD CHURCHILL RD (E) CHURCHILL RD (W) AAC C 2 zne4 1,715 25 42,875 89 70 0 30 12/22/15

42 64 LAS PALOMAS DR WEST RD PICAACHO DR AAC E 2 zne1 1,660 20 33,200 89 55 0 45 11/12/15

42 174 LAS PALOMAS DR PICAACHO DR EL CAJONITA DR AAC E 2 zne1 876 20 17,520 89 55 0 45 11/12/15

5 5 ARBELA DR WEST RD NORTH CITY LIMIT AC E 2 zne1 130 17 2,210 93 100 0 0 11/25/15

32 162 FULLERTON RD RANCH HILL DR SKY LINE DR AC E 2 zne5 913 26 23,738 94 80 0 20 12/23/15

32 160 FULLERTON RD CHOTA RD DOROTHEA RD AC C 2 zne5 1,300 24 32,450 94 89 0 11 12/23/15

32 161 FULLERTON RD DOROTHEA RD RANCH HILL DR AC C 2 zne5 525 26 13,650 96 100 0 0 12/23/15

25 148 EAST RD PAPAYA DR DEEP CANYON RD AC C 2 zne4 725 25 18,125 100 0 0 0 12/23/15

41.1 4,806,950


City of La Habra Heights Page 1 2015 Pavement Management Program Final Report – January 6, 2016 (Revision 3 – May 30, 2016) Section IV

SECTION IV FORECASTED MAINTENANCE REPORT

A. Reach PCI of 70; FY 2016-2021 (Recommended)

City of La Habra Heights Page 2 2015 Pavement Management Program Final Report – January 6, 2016 (Revision 3 – May 30, 2016) Section IV

FORECASTED MAINTENANCE REPORT Listed in chronological order by plan year then alphabetically by street name, this report presents the year and action corresponding to the next scheduled work activity for specific segments within the pavement network. Pavement segments not included within the forecasted recommendations have been deferred based upon high costs, high/low PCI’s and/or distress types, extents and severities. REACH PCI OF 70 (RECOMMENDED BUDGET)* – This budget was generated for the City to demonstrate what annual revenue is needed to increase the weighted PCI to 70 after five years (we have provided a section by section listing within Section IV of this report showing what streets are recommended).

*All multi-year budget projections include a 3% inflation rate for the term of the budget forecast, as well as a 30% contingency for contract administration, design, construction and management.


Forecasted Maintenance Report - Recommended Reach PCI of 70Sorted by FY, Name (A to Z)

FY B ID Sec ID Name From To Type Rank Lanes Zone L W Area PCI PCI Climate PCI Load PCI Other Maint. Type Total $

2016-17 2 2 AIROSO DR SKYLINE DR VALLE RD AC E 2 zne4 1,710 20 34,200 52 43 43 14 AC Overlay $92,340

2016-17 52 76 PAPAYA DR EAST RD 944' N/O EAST RD AC E 2 zne4 944 21 19,824 56 37 62 1 AC Overlay $53,525

2016-17 52 186 PAPAYA DR 944' N/O EAST RD PINTO DR AC E 2 zne4 944 21 19,824 58 57 26 17 AC Overlay $53,525

2016-17 52 187 PAPAYA DR PINTO DR NORTH END AC E 2 zne4 340 21 8,340 69 67 22 11 Type II Slurry $2,919

2016-17 71 107 VALLE DR EAST RD 1065' N/O EAST RD AC E 2 zne4 1,065 20 21,300 38 47 44 9 AC Overlay $57,510

2016-17 71 211 VALLE DR 1065' N/O EAST RD AIROSO DR AC E 2 zne4 1,065 20 21,300 54 45 20 35 AC Overlay $57,510

2016-17 20 22 COBAN RD DOROTHEA RD EAST RD AC E 2 zne5 1,050 18 18,900 39 44 47 9 AC Overlay $51,030

2016-17 20 23 COBAN RD KASHLAN RD END AC E 2 zne5 1,080 16 17,280 49 51 34 15 AC Overlay $46,656

2016-17 9 11 BONITA DR PEPPERTREE DR END AC E 2 zne3 300 28 9,900 67 65 34 1 Type II Slurry $3,465

2016-17 15 17 CHORAL DR END MEADOWLAND DR AC E 2 zne5 840 36 32,140 72 64 21 15 Type II Slurry $11,249

2016-17 21 24 CYPRESS ST POPONOE RD NABAL RD AC E 2 zne3 1,230 21 25,830 68 68 22 10 Type II Slurry $9,041

2016-17 21 26 CYPRESS ST WALNUT RD DOROTHEA RD AC E 2 zne3 1,478 21 31,038 62 61 24 15 Type II Slurry $10,863

2016-17 21 135 CYPRESS ST NABAL RD WALNUT RD AC E 2 zne3 1,677 21 35,217 62 55 28 17 Type II Slurry $12,326

2016-17 21 137 CYPRESS ST GANTER RD AVOCADO CREST DR AC E 2 zne3 907 21 19,047 70 70 5 25 Type II Slurry $6,666

2016-17 31 43 ENCINAS DR SOUTH CITY LIMIT PEPPERTREE DR AC E 2 zne3 870 36 31,320 67 47 44 9 Type II Slurry $10,962

2016-17 45 69 MAYAPAN RD CYPRESS ST DARLENE DR AC E 2 zne3 1,470 17 24,990 63 60 29 11 Type II Slurry $8,747

2016-17 45 184 MAYAPAN RD DARLENE DR END AC E 2 zne3 663 17 11,271 72 88 0 12 Type II Slurry $3,945

2016-17 46 70 MEADOWLAND DR CHORAL DR VISTA RD AC E 2 zne5 630 36 23,180 72 54 37 9 Type II Slurry $8,113

2016-17 53 77 PEPPERTREE DR HARBOR BLVD LA CRESTA DR AC E 2 zne3 432 32 13,824 66 44 37 19 Type II Slurry $4,838

2016-17 53 188 PEPPERTREE DR LA CRESTA DR OLEANDER RD AC E 2 zne3 494 32 15,808 69 60 24 16 Type II Slurry $5,533

2016-17 74 113 VISTA RD MEADOWLAND DR HARBOR BLVD AC E 2 zne5 510 21 10,710 70 85 0 15 Type II Slurry $3,749

2016-17 74 114 VISTA RD VISTA RD MEADOWLAND DR AC E 2 zne5 900 36 32,400 66 67 21 12 Type II Slurry $11,340

2016-17 7 129 AVOCADO CREST RD 1225' W/O CYPRESS ST LAMAT RD AAC E 2 zne3 1,200 22 26,400 68 70 8 22 Type II Slurry $9,240

2016-17 7 130 AVOCADO CREST RD LAMAT RD 985' W/O LAMAT RD AAC E 2 zne3 985 22 21,670 62 70 18 12 Type II Slurry $7,585

$542,675

2017-18 34 48 GREEN VIEW DR REPOSADO DR CUL DE SAC AC E 2 zne4 594 19 11,286 34 33 58 9 AC Overlay $31,375

2017-18 49 73 NUEVA VISTA DR MIRA VERDE DR END AC E 2 zne4 660 36 25,760 48 37 63 0 AC Overlay $71,613

2017-18 57 87 REPOSADO DR HACIENDA RD CHANDOS LN AC E 2 zne4 1,143 18 20,574 55 50 33 17 AC Overlay $57,196

2017-18 57 192 REPOSADO DR CHANDOS LN GREENVIEW RD AC E 2 zne4 788 18 14,184 52 53 25 22 AC Overlay $39,432

2017-18 57 194 REPOSADO DR HILLSIDE CT AHUACATE RD AC E 2 zne4 1,305 24 31,320 48 47 44 9 AC Overlay $87,070

2017-18 1 1 AHUACATE RD CHURCHILL RD 1185' N/O CHURCHILL RD AC E 2 zne4 1,185 19 22,515 51 43 45 12 AC Overlay $62,592

2017-18 1 124 AHUACATE RD 1185' N/O CHURCHHILL DR REPOSADO DR AC E 2 zne4 1,185 19 22,515 56 58 29 13 AC Overlay $62,592

2017-18 7 9 AVOCADO CREST RD DOROTHEA RD 1675' W/O DOROTHEA RD AAC E 2 zne3 1,675 19 31,825 61 63 28 9 Cape Seal $26,097

2017-18 7 131 AVOCADO CREST RD 985' W/O LAMAT RD CITRUS ST AAC E 2 zne3 985 22 21,670 61 65 21 14 Cape Seal $17,769

2017-18 24 29 DOROTHEA RD CYPRESS ST 1204' E/O CYPRESS ST AC E 2 zne3 1,204 17 20,468 60 65 19 16 Cape Seal $16,784

2017-18 24 31 DOROTHEA RD FULLERTON RD 1772' W/O FULLERTON RD AC E 2 zne5 1,772 16 28,352 56 63 21 16 Cape Seal $23,249

2017-18 24 138 DOROTHEA RD 1772' W/O FULLERTON RD COBAN RD AC E 2 zne5 1,772 16 28,352 59 64 19 17 Cape Seal $23,249

2017-18 24 142 DOROTHEA RD 1204' E/O CYPRESS ST MILMAC DR AC E 2 zne3 1,204 17 20,468 61 68 13 19 Cape Seal $16,784

2017-18 7 8 AVOCADO CREST RD CYPRESS ST 1225' W/O CYPRESS ST AAC E 2 zne3 1,225 22 26,950 67 68 15 17 Type II Slurry $9,702

2017-18 7 128 AVOCADO CREST RD 1675' W/O DOROTHEA RD CYPRESS ST AC E 2 zne3 1,676 19 31,844 66 67 17 16 Type II Slurry $11,464

2017-18 24 30 DOROTHEA RD CYPRESS ST END AC E 2 zne3 1,420 14 19,880 63 75 0 25 Type II Slurry $7,157

2017-18 24 139 DOROTHEA RD COBAN RD TUMIN RD AC E 2 zne5 486 16 7,776 64 82 0 18 Type II Slurry $2,799

2017-18 24 140 DOROTHEA RD TUMIN RD NABAL RD AC E 2 zne3 183 16 2,928 65 69 17 14 Type II Slurry $1,054

2017-18 24 143 DOROTHEA RD MILMAC DR AVOCADO CREST RD AC E 2 zne3 1,185 17 20,145 64 69 16 15 Type II Slurry $7,252

$575,227

2018-19 17 134 CHURCHILL RD AHUACATE RD EAST RD AC E 2 zne4 1,321 20 26,420 47 15 59 26 AC Overlay $75,561

2018-19 32 44 FULLERTON RD EAST RD LA HABRA RD AC C 2 zne5 437 24 10,488 50 47 51 2 AC Overlay $29,996

2018-19 32 165 FULLERTON RD CORRAL MTWY NORTH CITY LIMIT AC C 2 zne5 493 24 11,832 51 59 31 10 AC Overlay $33,840

2018-19 16 18 CHOTA RD FULLERTON RD 1635' W/O FULLERTON RD AC E 2 zne5 1,635 15 24,525 53 58 25 17 AC Overlay $70,142

2018-19 36 53 HIATT ST SOUTH CITY LIMIT WALNUT RD AC E 2 zne3 960 19 18,240 42 42 48 10 AC Overlay $49,248

2018-19 77 223 WEST RD EL TERRAZA DR CALLE JUCA DR AC C 2 zne1 1,342 26 34,892 44 36 55 9 AC Overlay $94,208

2018-19 43 176 LE FLORE DR 510' N/O WEST RD EL TERRAZA DR AC E 2 zne1 1,590 24 38,160 59 44 49 7 AC Overlay $109,138

2018-19 32 45 FULLERTON RD SKY LINE DR EAST RD AC C 2 zne5 518 26 13,468 54 77 0 23 Cape Seal $11,448

2018-19 17 19 CHURCHILL RD EAST RD AHUACATE RD AC E 2 zne4 1,234 20 28,680 62 61 0 39 Type II Slurry $10,612

2018-19 32 46 FULLERTON RD HARBOR BL CHOTA RD AC C 2 zne5 1,223 24 29,352 69 85 3 12 Type II Slurry $10,860

Page 1 of 2


Forecasted Maintenance Report - Recommended Reach PCI of 70Sorted by FY, Name (A to Z)

FY B ID Sec ID Name From To Type Rank Lanes Zone L W Area PCI PCI Climate PCI Load PCI Other Maint. Type Total $

2018-19 32 163 FULLERTON RD LA HABRA RD 1395' E/O LA HABRA RD AC C 2 zne5 1,395 24 33,480 62 55 35 10 Type II Slurry $12,388

2018-19 32 164 FULLERTON RD 1395' E/O LA HABRA RD CORRAL MTWY AC C 2 zne5 1,395 24 33,480 63 60 32 8 Type II Slurry $12,388

$519,827

2019-20 4 4 ANGOLA AV WEST RD 325' S/O WEST RD AC E 2 zne1 325 15 4,875 53 30 34 36 AC Overlay $14,381

2019-20 7 7 AVOCADO CREST RD CITRUS ST HACIENDA RD AC E 2 zne3 720 30 21,600 50 41 51 8 AC Overlay $63,720

2019-20 28 153 EL TERRAZA DR SMITH HILL LN 1391' E/O SMITH HILL LN AC E 2 zne1 1,391 20 27,820 61 46 46 8 AC Overlay $82,069

2019-20 28 155 EL TERRAZA DR 1459' W/O LE FLORE RD LE FLORE RD AC E 2 zne1 1,459 20 29,180 56 44 43 13 AC Overlay $86,081

2019-20 64 97 SKYLINE DR LEUCADIA RD HACIENDA RD AC E 2 zne4 250 28 7,000 60 60 32 8 AC Overlay $20,650

2019-20 64 198 SKYLINE DR SHARPLESS DR (E) 1250' N/O SHARPLESS DR (E) AC E 2 zne5 1,250 25 31,250 58 46 41 13 AC Overlay $92,188

2019-20 64 199 SKYLINE DR 1250' N/O SHARPLESS DR (E) SHARPLESS DR (W) AC E 2 zne5 1,250 25 31,250 37 35 37 28 AC Overlay $92,188

2019-20 64 200 SKYLINE DR SHARPLESS DR (W) AIROSO RD AC E 2 zne5 353 21 7,413 48 46 50 4 AC Overlay $21,868

$473,145

2020-21 43 177 LE FLORE DR 1368' S/O EL TERRAZA DR SOLEJAR DR AC E 2 zne1 1,511 19 28,709 52 46 41 13 AC Overlay $87,275

2020-21 56 84 POPENOE RD OLEANDER RD FLOWERFIELD RD AC E 2 zne3 1,390 22 30,580 56 54 34 12 AC Overlay $92,963

2020-21 57 86 REPOSADO DR AHUACATE RD END AC E 2 zne4 1,895 23 43,585 59 57 31 12 AC Overlay $132,498

2020-21 18 20 CITRON RD REPOSADO DR CANADA SOBRE RD AC E 2 zne4 1,860 17 31,620 57 60 24 16 AC Overlay $96,125

2020-21 23 28 DEEP CANYON RD EAST RD END AC E 2 zne4 300 19 5,700 40 27 26 47 AC Overlay $17,328

2020-21 37 55 KANOLA RD FULLERTON RD WEST END AC E 2 zne5 1,860 18 35,230 47 45 40 15 AC Overlay $107,099

2020-21 50 74 OLEANDER RD PEPPERTREE DR POPENOE RD AC E 2 zne3 420 28 11,760 49 28 72 0 AC Overlay $35,750

$569,039

Page 2 of 2

City of La Habra Heights Page 1 2015 Pavement Management Program Final Report – May 30, 2016 Appendix A

STORM DRAIN FACILITY MAINTENANCE IMPROVEMENTS In conjunction with the 2015 Pavement Management Program (PMP) Final Report an analysis was conducted of Storm Drain Facility Maintenance Improvements which could be considered for implementation in conjunction with the proposed five year, 2016-2021 PMP. The recommended Storm Drain Facility Maintenance Improvements were determined by referencing the City’s April 2012 “City of La Habra Heights Drainage Facility Mapping Final Report,” prepared by GHD. Bucknam performed numerous field assessments involving site analysis of minor and major storm drain issues identified from the GHD report. In addition to mapping the City’s Storm Drain Assets GHD also made specific recommendations for various types of Maintenance & Repair (M&R) activities which included the following:

- Clearing Typical Improvements include ditch cleaning and clearing of vegetation, culvert entrance clearing, catch basin cleaning.

- Minor Improvement These improvements include minor maintenance including culvert clearing and flushing; as well as construction of asphalt berms.

- Major Improvement Typical Improvements include reconstruction of curb inlets or Installation of new curb inlets and culverts.

The field assessments determined that the conditions described within the GHD 2012 report have not changed substantially and that their storm drain M&R recommendations were verified. Bucknam cross-referenced all recommended storm drain maintenance & repair recommendations to the Forecasted Maintenance Report (Section IV of the 2015 PMP report). The projected conceptual level costs for twenty two (22) locations within the recommended PMP forecasted maintenance/improvement areas were identified. The potential revenue needed to address these locations was estimated at $181,000 in the GHD 2012 report. Using the Engineering News Record (ENR) Construction Cost Index (CCI) for the Los Angeles region; results in an 8.4% increase in cost for Storm Drain Maintenance Improvements to $198,700 for the May 2016 CCI. Included below is the combined budgetary results of the “Reach PCI of 70” recommended PMP report from Section IV and Storm Drain Maintenance & Repair recommendations. Again, this report reflects the 22 linked projects between the PMP and storm drain recommendations.


Table 11 - Combined Reach PCI of 70 and Storm Drain M&R Recommendations It is key to note that within the 2012 GHD report it was indicated that throughout the city there was a total of $446,500 identified for storm drain maintenance and improvements. This includes 220 specific locations for cleaning, minor and major repairs. Adjusting this cost to 2016 dollars equates to $484,000 of deferred maintenance and repair (private streets shown in the GHD report were not included in our assessment). Details of the 22 locations from the GHD Report are presented on Table A, attached.


APPENDIX A

TABLE A: STORM DRAIN MAINTENANCE & REPAIR RECOMMENDATIONS

DRAFT City of La Habra Heights, CA

PMP Storm Drain Recommendations (FY 2016-2021)

Sorted by FY, Name (A to Z)

CITY OF LA HABRA HEIGHTS STORM DRAIN MAINTENANCE IMPROVEMENTS - TABLE A

FY B ID Sec ID Name From TypeRankLanes Zone L W Area PCI PCI Climate PCI Load PCI Other Maint. Type PMP Total $ Improvement # of Locations Completed (Y/N) Severity Major/Minor Count 2012 SD Impr. Costs $ 2016 SD Impr. Cost $

2016-17 2 2 AIROSO DR SKYLINE DR VALLE RD AC E 2 zne4 1,710 20 34,200 52 43 43 14 AC Overlay $92,340 8 Cleaning, 7 Minor 8 Locations N Major 1 $16,000 $17,344

2016-17 7 129 AVOCADO CREST RD 1225' W/O CYPRESS ST LAMAT RD AAC E 2 zne3 1,200 22 26,400 68 70 8 22 Type II Slurry $9,240

2016-17 7 130 AVOCADO CREST RD LAMAT RD 985' W/O LAMAT RD AAC E 2 zne3 985 22 21,670 62 70 18 12 Type II Slurry $7,585

2016-17 9 11 BONITA DR PEPPERTREE DR END AC E 2 zne3 300 28 9,900 67 65 34 1 Type II Slurry $3,465

2016-17 15 17 CHORAL DR END MEADOWLAND DR AC E 2 zne5 840 36 32,140 72 64 21 15 Type II Slurry $11,249 Cleaning 1 Location N $250 $2712016-17 20 22 COBAN RD DOROTHEA RD EAST RD AC E 2 zne5 1,050 18 18,900 39 44 47 9 AC Overlay $51,030 Cleaning 1 Location N $250 $271

2016-17 20 23 COBAN RD KASHLAN RD END AC E 2 zne5 1,080 16 17,280 49 51 34 15 AC Overlay $46,656

2016-17 21 24 CYPRESS ST POPONOE RD NABAL RD AC E 2 zne3 1,230 21 25,830 68 68 22 10 Type II Slurry $9,041 4 Minor 4 Locations N Minor 4 $6,000 $6,504

2016-17 21 26 CYPRESS ST WALNUT RD DOROTHEA RD AC E 2 zne3 1,478 21 31,038 62 61 24 15 Type II Slurry $10,863

2016-17 21 135 CYPRESS ST NABAL RD WALNUT RD AC E 2 zne3 1,677 21 35,217 62 55 28 17 Type II Slurry $12,326

2016-17 21 137 CYPRESS ST GANTER RD AVOCADO CREST DR AC E 2 zne3 907 21 19,047 70 70 5 25 Type II Slurry $6,666

2016-17 31 43 ENCINAS DR SOUTH CITY LIMIT PEPPERTREE DR AC E 2 zne3 870 36 31,320 67 47 44 9 Type II Slurry $10,962

2016-17 45 69 MAYAPAN RD CYPRESS ST DARLENE DR AC E 2 zne3 1,470 17 24,990 63 60 29 11 Type II Slurry $8,747 1 Minor 1 Location N Minor $1,500 $1,626

2016-17 45 184 MAYAPAN RD DARLENE DR END AC E 2 zne3 663 17 11,271 72 88 0 12 Type II Slurry $3,945

2016-17 46 70 MEADOWLAND DR CHORAL DR VISTA RD AC E 2 zne5 630 36 23,180 72 54 37 9 Type II Slurry $8,113

2016-17 52 76 PAPAYA DR EAST RD 944' N/O EAST RD AC E 2 zne4 944 21 19,824 56 37 62 1 AC Overlay $53,525 1 Cleaning, 1 Minor 1 Location N Minor $1,750 $1,897

2016-17 52 186 PAPAYA DR 944' N/O EAST RD PINTO DR AC E 2 zne4 944 21 19,824 58 57 26 17 AC Overlay $53,525

2016-17 52 187 PAPAYA DR PINTO DR NORTH END AC E 2 zne4 340 21 8,340 69 67 22 11 Type II Slurry $2,919

2016-17 53 77 PEPPERTREE DR HARBOR BLVD LA CRESTA DR AC E 2 zne3 432 32 13,824 66 44 37 19 Type II Slurry $4,838

2016-17 53 188 PEPPERTREE DR LA CRESTA DR OLEANDER RD AC E 2 zne3 494 32 15,808 69 60 24 16 Type II Slurry $5,533

2016-17 71 107 VALLE DR EAST RD 1065' N/O EAST RD AC E 2 zne4 1,065 20 21,300 38 47 44 9 AC Overlay $57,510 13 Cleaning, 9 Minor 13 Locations N Major 2 $23,750 $25,745

2016-17 71 211 VALLE DR 1065' N/O EAST RD AIROSO DR AC E 2 zne4 1,065 20 21,300 54 45 20 35 AC Overlay $57,510

2016-17 74 113 VISTA RD MEADOWLAND DR HARBOR BLVD AC E 2 zne5 510 21 10,710 70 85 0 15 Type II Slurry $3,749 2 Cleaning, 2 Minor 2 Locations 2 $3,500 $3,794

2016-17 74 114 VISTA RD VISTA RD MEADOWLAND DR AC E 2 zne5 900 36 32,400 66 67 21 12 Type II Slurry $11,340

$542,675 $57,452

2017-18 1 1 AHUACATE RD CHURCHILL RD 1185' N/O CHURCHILL RD AC E 2 zne4 1,185 19 22,515 51 43 45 12 AC Overlay $62,592 3 Cleaning, 1 Minor 3 Locations N Major 2 $9,250 $10,027

2017-18 1 124 AHUACATE RD 1185' N/O CHURCHHILL DR REPOSADO DR AC E 2 zne4 1,185 19 22,515 56 58 29 13 AC Overlay $62,592 AC Berm $2,500

2017-18 7 8 AVOCADO CREST RD CYPRESS ST 1225' W/O CYPRESS ST AAC E 2 zne3 1,225 22 26,950 67 68 15 17 Type II Slurry $9,702 Cleaning 2 Locations N Major 1 $5,250 $5,691

2017-18 7 9 AVOCADO CREST RD DOROTHEA RD 1675' W/O DOROTHEA RD AAC E 2 zne3 1,675 19 31,825 61 63 28 9 Cape Seal $26,097

2017-18 7 128 AVOCADO CREST RD 1675' W/O DOROTHEA RD CYPRESS ST AC E 2 zne3 1,676 19 31,844 66 67 17 16 Type II Slurry $11,464

2017-18 7 131 AVOCADO CREST RD 985' W/O LAMAT RD CITRUS ST AAC E 2 zne3 985 22 21,670 61 65 21 14 Cape Seal $17,769

2017-18 24 29 DOROTHEA RD CYPRESS ST 1204' E/O CYPRESS ST AC E 2 zne3 1,204 17 20,468 60 65 19 16 Cape Seal $16,784 Cleaning, 13 Minor 13 Locations N Major 1 $30,250 $32,791

2017-18 24 30 DOROTHEA RD CYPRESS ST END AC E 2 zne3 1,420 14 19,880 63 75 0 25 Type II Slurry $7,157

2017-18 24 31 DOROTHEA RD FULLERTON RD 1772' W/O FULLERTON RD AC E 2 zne5 1,772 16 28,352 56 63 21 16 Cape Seal $23,249

2017-18 24 138 DOROTHEA RD 1772' W/O FULLERTON RD COBAN RD AC E 2 zne5 1,772 16 28,352 59 64 19 17 Cape Seal $23,249

2017-18 24 139 DOROTHEA RD COBAN RD TUMIN RD AC E 2 zne5 486 16 7,776 64 82 0 18 Type II Slurry $2,799

2017-18 24 140 DOROTHEA RD TUMIN RD NABAL RD AC E 2 zne3 183 16 2,928 65 69 17 14 Type II Slurry $1,054

2017-18 24 142 DOROTHEA RD 1204' E/O CYPRESS ST MILMAC DR AC E 2 zne3 1,204 17 20,468 61 68 13 19 Cape Seal $16,784

2017-18 24 143 DOROTHEA RD MILMAC DR AVOCADO CREST RD AC E 2 zne3 1,185 17 20,145 64 69 16 15 Type II Slurry $7,252

2017-18 34 48 GREEN VIEW DR REPOSADO DR CUL DE SAC AC E 2 zne4 594 19 11,286 34 33 58 9 AC Overlay $31,375 2 Cleaning, 2 Minor 3 Locations N Major 1 $7,000 $7,588

2017-18 49 73 NUEVA VISTA DR MIRA VERDE DR END AC E 2 zne4 660 36 25,760 48 37 63 0 AC Overlay $71,613

2017-18 57 87 REPOSADO DR HACIENDA RD CHANDOS LN AC E 2 zne4 1,143 18 20,574 55 50 33 17 AC Overlay $57,196

2017-18 57 192 REPOSADO DR CHANDOS LN GREENVIEW RD AC E 2 zne4 788 18 14,184 52 53 25 22 AC Overlay $39,432 9 Cleaning, 9 Minor 10 Locations N Major 1 $17,500 $18,970

2017-18 57 194 REPOSADO DR HILLSIDE CT AHUACATE RD AC E 2 zne4 1,305 24 31,320 48 47 44 9 AC Overlay $87,070

$575,227 $77,567

2018-19 16 18 CHOTA RD FULLERTON RD 1635' W/O FULLERTON RD AC E 2 zne5 1,635 15 24,525 53 58 25 17 AC Overlay $70,142 2 Cleaning, 3 Minor 5 Locations N Minor $5,000 $5,420

2018-19 17 19 CHURCHILL RD EAST RD AHUACATE RD AC E 2 zne4 1,234 20 28,680 62 61 0 39 Type II Slurry $10,612 2 Cleaning, 1 Minor 2 Locations N Minor $2,000 $2,168

2018-19 17 134 CHURCHILL RD AHUACATE RD EAST RD AC E 2 zne4 1,321 20 26,420 47 15 59 26 AC Overlay $75,561

2018-19 32 44 FULLERTON RD EAST RD LA HABRA RD AC C 2 zne5 437 24 10,488 50 47 51 2 AC Overlay $29,996 4 Cleaning, 2 Minor 6 Locations N Minor $4,000 $4,336

2018-19 32 45 FULLERTON RD SKY LINE DR EAST RD AC C 2 zne5 518 26 13,468 54 77 0 23 Cape Seal $11,448

2018-19 32 46 FULLERTON RD HARBOR BL CHOTA RD AC C 2 zne5 1,223 24 29,352 69 85 3 12 Type II Slurry $10,860

2018-19 32 163 FULLERTON RD LA HABRA RD 1395' E/O LA HABRA RD AC C 2 zne5 1,395 24 33,480 62 55 35 10 Type II Slurry $12,388

2018-19 32 164 FULLERTON RD 1395' E/O LA HABRA RD CORRAL MTWY AC C 2 zne5 1,395 24 33,480 63 60 32 8 Type II Slurry $12,388

2018-19 32 165 FULLERTON RD CORRAL MTWY NORTH CITY LIMIT AC C 2 zne5 493 24 11,832 51 59 31 10 AC Overlay $33,840

2018-19 36 53 HIATT ST SOUTH CITY LIMIT WALNUT RD AC E 2 zne3 960 19 18,240 42 42 48 10 AC Overlay $49,248

2018-19 43 176 LE FLORE DR 510' N/O WEST RD EL TERRAZA DR AC E 2 zne1 1,590 24 38,160 59 44 49 7 AC Overlay $109,138

2018-19 77 223 WEST RD EL TERRAZA DR CALLE JUCA DR AC C 2 zne1 1,342 26 34,892 44 36 55 9 AC Overlay $94,208 4 Cleaning, 3 Minor 5 Locations Minor $5,500 $5,962

$519,827 $17,886

2019-20 4 4 ANGOLA AV WEST RD 325' S/O WEST RD AC E 2 zne1 325 15 4,875 53 30 34 36 AC Overlay $14,381 1 Cleaning 1 Location N $250 $271

2019-20 7 7 AVOCADO CREST RD CITRUS ST HACIENDA RD AC E 2 zne3 720 30 21,600 50 41 51 8 AC Overlay $63,720 Storm Drain/Remove V-Ditch 15-1LS Y

2019-20 28 153 EL TERRAZA DR SMITH HILL LN 1391' E/O SMITH HILL LN AC E 2 zne1 1,391 20 27,820 61 46 46 8 AC Overlay $82,069 5 Cleaning, 3 Minor 5 Locations Minor $5,500 $5,962

2019-20 28 155 EL TERRAZA DR 1459' W/O LE FLORE RD LE FLORE RD AC E 2 zne1 1,459 20 29,180 56 44 43 13 AC Overlay $86,081

2019-20 64 97 SKYLINE DR LEUCADIA RD HACIENDA RD AC E 2 zne4 250 28 7,000 60 60 32 8 AC Overlay $20,650 2 Cleaning, 4 Minor 6 Locations N Major 2 $20,000 $21,680

2019-20 64 198 SKYLINE DR SHARPLESS DR (E) 1250' N/O SHARPLESS DR (E) AC E 2 zne5 1,250 25 31,250 58 46 41 13 AC Overlay $92,188

2019-20 64 199 SKYLINE DR 1250' N/O SHARPLESS DR (E) SHARPLESS DR (W) AC E 2 zne5 1,250 25 31,250 37 35 37 28 AC Overlay $92,188

2019-20 64 200 SKYLINE DR SHARPLESS DR (W) AIROSO RD AC E 2 zne5 353 21 7,413 48 46 50 4 AC Overlay $21,868

$473,145 $27,913

2020-21 18 20 CITRON RD REPOSADO DR CANADA SOBRE RD AC E 2 zne4 1,860 17 31,620 57 60 24 16 AC Overlay $96,125

Page 1 of 2

DRAFT City of La Habra Heights, CA

PMP Storm Drain Recommendations (FY 2016-2021)

Sorted by FY, Name (A to Z)

FY B ID Sec ID Name From TypeRankLanes Zone L W Area PCI PCI Climate PCI Load PCI Other Maint. Type PMP Total $ Improvement # of Locations Completed (Y/N) Severity Major/Minor Count 2012 SD Impr. Costs $ 2016 SD Impr. Cost $

2020-21 23 28 DEEP CANYON RD EAST RD END AC E 2 zne4 300 19 5,700 40 27 26 47 AC Overlay $17,328

2020-21 37 55 KANOLA RD FULLERTON RD WEST END AC E 2 zne5 1,860 18 35,230 47 45 40 15 AC Overlay $107,099

2020-21 43 177 LE FLORE DR 1368' S/O EL TERRAZA DR SOLEJAR DR AC E 2 zne1 1,511 19 28,709 52 46 41 13 AC Overlay $87,275 5 Cleaning, 3 Minor 6 Locations N Major 1 $7,500 $8,130

2020-21 50 74 OLEANDER RD PEPPERTREE DR POPENOE RD AC E 2 zne3 420 28 11,760 49 28 72 0 AC Overlay $35,750

2020-21 56 84 POPENOE RD OLEANDER RD FLOWERFIELD RD AC E 2 zne3 1,390 22 30,580 56 54 34 12 AC Overlay $92,963 6 Minor 6 Locations N Minor $9,000 $9,756

2020-21 57 86 REPOSADO DR AHUACATE RD END AC E 2 zne4 1,895 23 43,585 59 57 31 12 AC Overlay $132,498 See Fiscal Year 2017-18$569,039 $17,886

$2,679,913 (Storm Drain Maintenance/Improvements) $181,000 $198,704

Page 2 of 2

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