Transportation & Public Works Committee
July 10, 2023

CITY OF MOORPARK
CHRIS R. ENEGREN
Mayor

RENEE DELGADO
Councilmember

DANIEL GROFF
Councilmember

TOM MEANS
Councilmember
DR. ANTONIO CASTRO
Councilmember
PUBLIC WORKS DEPARTMENT | 799 Moorpark Avenue, Moorpark, California 93021 Main City Phone Number (805) 517-6200 | Fax (805) 532-2555 | [email protected]

NOTICE AND CALL OF A

SPECIAL MEETING OF THE

TRANSPORTATION AND PUBLIC WORKS STANDING COMMITTEE
(Committee Members Mayor Enegren and Councilmember Castro) *******************************************************

TO THE MEMBERS OF THE TRANSPORTATION AND PUBLIC WORKS STANDING COMMITTEE OF THE CITY OF MOORPARK:

NOTICE IS HEREBY GIVEN that a Special Meeting of the Transportation and Public Works Standing Committee is hereby called to be held on Monday, July 10, 2023, commencing at 5:45 p.m. Said meeting will be held in the Large Conference Room at City Hall, 799 Moorpark Avenue, Moorpark California.

Said Special Meeting shall be for the purpose of considering the following items:

1. CALL TO ORDER:

2. ROLL CALL:

3. PUBLIC COMMENTS:

4. DISCUSSION ITEM(S):

PUBLIC WORKS
A. Review and Comment of the Draft Pavement Management Program.

TRANSPORTATION
None
All writings and documents provided to the members of the Transportation and Public Works Standing Committee of the City of Moorpark regarding all agenda items are available for public inspection at the City Hall public counter located at 799 Moorpark Avenue during regular business hours. The agendas and agenda reports for City Council Standing Committee meetings are available on the City's website at www.moorparkca.gov.

Special Transportation and Public Works Standing Committee July 10, 2023 Regular Meeting Agenda

5. ADJOURNMENT:

Date: June 26, 2023.

Igor Leontiy
Administrative Specialist
City Engineer/Public Works
In compliance with the Americans with Disabilities Act, if you need special assistance to review an agenda or participate in this meeting, including auxiliary aids or services, please contact the Public Works Department at (805) 517-6256. Upon request, the agenda can be made available in appropriate alternative formats to persons with a disability. Any request for disability-related modification or accommodation should be made at least 48 hours prior to the scheduled meeting to assist the City staff in assuring reasonable arrangements can be made to provide accessibility to the meeting (28 CFR 35.102-35.104; ADA Title II).

TRANSPORTATION AND PUBLIC WORKS STANDING COMMITTEE

AGENDA REPORT
TO: Transportation and Public Works Standing Committee
(Mayor Enegren and Councilmember Castro)
FROM: Daniel Kim, City Engineer/Public Works Director
DATE: 07/10/2023 Special Meeting
SUBJECT: Review and Comment of the Draft Pavement Management Program

BACKGROUND
The public streets and roadway system is the largest capital asset that the City owns, operates, and maintains. The Annual Comprehensive Financial Report values the City’s right-of-way capital asset at $123,000,000. A Pavement Management Program (PMP) is an asset management tool that cities and municipalities use to analyze and evaluate the existing pavement conditions throughout their street network and to prioritize future investments for maintenance and rehabilitation that extend the pavement life. A Pavement Management Program provides an objective analysis of the existing pavement conditions that will be used to develop street maintenance budgets and provide recommendations for rehabilitation and repair. This objective analysis will provide an unbiased recommendation to policymakers, and the general public, for the prioritization of future street rehabilitation projects.

The last citywide, comprehensive Pavement Management Program was prepared in 1996. Typically, Pavement Management Programs are updated every five to seven years to reevaluate pavement conditions, re-inventory streets that benefited from pavement preservation treatments, and to develop a reliable performance history of street conditions based on actual investment costs.

DISCUSSION
In November 2021, the City Council approved a Professional Services Agreement with IMS Infrastructure for the preparation of a citywide Pavement Management Program.

The draft Pavement Management Report, attached, is the first comprehensive pavement analysis report for the City in almost 30 years. With the latest, state-of-the-art Item: 4.A.
1 Transportation and Public Works Standing Committee
07/10/2023 Special Meeting

equipment and technology, IMS Infrastructure analyzed all 84 centerline miles of the City’s street network system to determine a Pavement Condition Index (PCI). PCI values range from 0 to 100 and is used to categorize the structural integrity and roadway surface conditions for a specific street section. Table1, page 2, of the Report provides a table that categorizes the PCI by ranges to describe current street conditions.
2 Transportation and Public Works Standing Committee
07/10/2023 Special Meeting

As of March 2022, when the street analysis was performed, the average PCI for the City is 68 and in “Good” condition. Figure 2, page 3, of the Report provides a breakdown, by percentage, of the pavement condition.

The Report provides an in-depth analysis of how the streets were inventoried, the methodology used to determine pavement condition results and a PCI, and provide a rehabilitation plan and prioritization for future pavement preservation. The long-term goal for a Pavement Management Program is not to “fix” poor road conditions or prioritize the worst roads for rehabilitation or reconstruction. The goal is to maintain a certain, systemwide PCI with a defined budget dedicated to pavement preservation.

Section 4.3, page 29, of the Report provides a budget-based model and pavement preservation scenario for the next five years based on pavement conditions determined from March 2022. The “Moorpark Budget” model was based on a pavement preservation budget of $800,000 per year, which correlates with the funding received from the Local Streets and Roads Funding Program. For Fiscal Year 2022-23, the City received $785,353 from the Local Streets and Roads Funding Program, which comes from revenue generated by Senate Bill 1 (gas tax). For Fiscal Year 2023-24, the 3 Transportation and Public Works Standing Committee
07/10/2023 Special Meeting

projected revenue is approximately $900,000. Figure 16, page 32, illustrates the projected PCI over a five-year period with different budget scenarios. The term “backlog” refers to pavement conditions that are categorized as “poor” to “very poor,” with a PCI below 40. This “backlog” distinction is made to recognize that pavement preservation is not a viable option. For streets that are in the “poor” to “very poor” condition, pavement reconstruction is the recommended treatment. • $800,000/year: overall PCI drops from 68 to 67, backlog increase from 3% to 10%
• $960,000/year: steady state PCI of 68, backlog increase from 3% to 10% • $1,000,000/year: PCI increases to 69, backlog increase from 3% to 10% • $1,560,000/year: raise theoretical target PCI to 72, backlog increases from 3% to 9%
• $5,600,000/year: maintains backlog condition at 3%, PCI increases to 81 • $34,000,000/year: “fix it all” approach
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07/10/2023 Special Meeting

The five-year model provides us with a framework to discuss the City’s commitment to preserve its largest capital asset. It is an unbiased approach that takes into consideration a proposed budget, in dollars, for the next five consecutive years. Keep in mind that every year the City skips a pavement preservation initiative, the overall PCI for the entire street system will decrease. Appendix B (page 63) provides a recommended, segmented pavement preservation plan for the next five years. Page 76 contains a map of the recommended street segments for pavement preservation.

RECOMMENDATION
Staff is recommending that the Committee discuss and provide input regarding the draft Pavement Management Report.
5 Arroyo Simi
SPRING

CORNETT

MC FADDEN
HARRY
UNIDOS
LASSEN

EVEREST

GISLER LETA YANCY
3RD
2ND

ROBERTS
SHASTA
FLORY
ADONIS

ELLA VISTA
1ST
FITCH
PARK

CHARLES

PALOMAR
WARREN
SIERRA

MAGNOLIA

MILLARD

LUCILLE

VISTAPARK

CHESTERFIELD

POINDEXTER
RTZ
LASSEN
MIL

A DEL VALLE
FUJI

MOORPARK
BONNIE
VIEW

MAGNOLIA
BONSAI
WALNUT
BARD
FERN
VALLEY
BARD

RAINIER
REYES
VALLEY
LASSEN
SIR
GEORGE
DIABLO
LE
ALE

ONLANDS
RA
TECH
N
WICKS
FLINN
H
C
VILLA

CAMPESINA

MOONSONG
MINOR
KAZUKO

GOLDMAN

MAJESTIC

EVERETT
CASEY

WHITNEY

VISTA LEVANA
HIGH

BONITA HEIGHTS
RUTH
SARAH

DOROTHY

PARK CREST
SUSAN

ROBERTS
ESTHER

SHERMAN
SPRING
Moorpark, CA
Pavement Management
Report
April 2023
6 IMS Pavement Management Report Moorpark, CA 2023 Page i

TABLE OF CONTENTS

1.0 EXECUTIVE SUMMARY 1

1.1. Project Overview 1

1.2. Results 2

1.3. Findings and Recommendations 3

2.0 PRINCIPLES OF PAVEMENT MANAGEMENT 4

2.1. Foreword 4

2.2. Pavement Management Principles 4

2.3. Pavement Management Program 6

2.4. ESA Pavement Management System 6

2.5. Pavement Condition Survey 9

2.6. Field Survey Methodology 13

2.7. Data Quality Assurance 14

2.8. Summary 15

3.0 PAVEMENT CONDITION SURVEY RESULTS 16

3.1. Foreword 16

3.2. City Street Inventory and Condition Summary 16

3.3. City Network Condition Imagery 17

3.4. City Network Condition Distribution 24

3.5. Condition By Functional Classification 25

3.6. Structural and Load Associated Distress Analysis 26

3.7. Summary 26

4.0 REHABILITATION PLAN AND BUDGET DEVELOPMENT 27

4.1. Foreword 27

4.2. Key Analysis Set Points and Assumptions 27

4.3. Network Budget Analysis Models 29

4.4. Post Rehabilitation Condition 33

4.5. Summary 33

5.0 PROJECT RECOMMENDATIONS AND COMMENTS 34

5.1. Project Summary and Recommendations 34

5.2. Closing 34
7 IMS Pavement Management Report Moorpark, CA 2023 Page ii APPENDED REPORTS 35
Appendix A: Street Inventory and Condition Summary
Appendix B: $800k/Yr. Street Rehabilitation Program by Segment Appendix C: Full-Sized Maps
APPENDED MAPS 73
Functional Classification by Segment
Pavement Condition Index by Segment
Assembled Projects
$800k/Yr Rehabilitation Plan Budget
$800k/Yr Post Rehabilitation PCI Map
8 IMS Pavement Management Report Moorpark, CA 2023 Page | 1

1.0 EXECUTIVE SUMMARY

1.1.Project Overview
In March of 2022, IMS deployed a state-of-the-art Road Surface Tester (RST) (shown in Figure 1) to Moorpark (City) to capture continuous, high-resolution pavement cracking, rutting, and roughness data on 84 centerline miles of asphalt roadways. Collected data were entered into the Easy Street Analysis™ (ESA) pavement management system and representative pavement condition scores were determined for each roadway segment. The ESA pavement management system was used to develop multi-year pavement maintenance and rehabilitation (M&R) recommendations, which are included in this report.

In addition, the data was also implemented into the PAVER pavement management system and delivered to the city.

The Pavement Condition Index (PCI) method was used in accordance with the American Society for Testing and Materials (ASTM) D6433 to assess the City’s pavement conditions. Widely used in the industry, the PCI method is a standard, objective and repeatable approach to assess pavement condition. Based on the PCI results, ESA prioritizes funding using a cost-of-deferral approach, recommending M&R activities that optimize funding by selecting rehabilitation candidates only when they approach the critical point where a heavier maintenance activity will soon be needed to restore the roadway to full service.

The analysis and data presented in this report are based on the inspections performed by IMS in March 2022 on the City’s pavement network, using available work history and other assumptions that are elaborated on later in this report. The information presented in the Executive Summary is condensed from various sections of this report. It is essential that reviewers familiarize themselves with the detailed information provided in subsequent sections of this report prior to making any specific decisions based on these results.

Figure 1 - IMS Road Surface Tester (RST)
9 IMS Pavement Management Report Moorpark, CA 2023 Page | 2

1.2.Results
PCI values provide an indication of the surface conditions and structural integrity of a pavement. The 0 to 100 PCI range is commonly divided into various categories using descriptive terms. Divisions between the terms are not fixed but are meant to reflect common perceptions of pavement conditions. Table 1 shows the categories chosen to represent the City’s PCI assessment criteria, and it includes typical pavement distresses and M&R needs within each category.

Table 1. City of Moorpark’s Pavement Condition Categories Category Typical Distresses and M&R Recommendations PCI Range Excellent
Like new condition – little to no maintenance required
Monitor condition or preventive maintenance.
(85-100]
Very
Good
Minor cracking, raveling, and other non-load associated distress Routine or preventive maintenance.

E.g., Crack sealing, surface treatment
(70-85]
Good
Minor to moderate cracking and low severity load associated distresses such as alligator cracking and rutting.

Surface treatments with localized repairs and overlays
E.g., Surface treatments, localized surface patching, thin overlay (60-70]
Fair
More extensive and severe longitudinal and transverse cracking, as well as moderate severity load associated distresses Localized repairs or major rehabilitation.

E.g., Localized surface and/or full-depth patching, moderate overlays
(50-60]
Marginal
Localized high-severity alligator cracking, and rutting.

Major rehabilitation.

E.g., Localized full-depth patching, mill and overlay, traditional overlay
(40-50]
Poor
A greater extent of severe alligator cracking, rutting
Major rehabilitation.

E.g., More extensive full-depth patching, mill and overlay, traditional overlay
(25-40]
Very
Poor
Extensive and severe alligator cracking, more extensive and deeper rutting, and potholes.

Major rehabilitation.

E.g., Full-depth reclamation, reconstruction
[0-25]
10 IMS Pavement Management Report Moorpark, CA 2023 Page | 3 At the time of the IMS analysis, the City’s roadways were found to be in good condition with an average PCI of 68. Approximately 50% of the City’s roadways were found to be in excellent or very good condition. These pavements are candidates for more cost-effective pavement preservation treatments.

Pavements with a PCI below 40 (i.e., pavements in poor or very poor condition) comprise the City’s “backlog” of M&R. The City’s backlog was found to be approximately 3%. A breakdown of the condition distribution of the City’s pavement network is shown in Figure 2. Detailed information on pavement conditions can be found in section 3.

Figure 2 - Pavement Condition Overview

1.3.Findings and Recommendations
For the City to get the most return on investment from the ESA Pavement Management System, IMS presents the City with the following findings and recommendations:
• The City’s network-level PCI is 68, and the backlog represents 3% of the network. • Retain low backlog, thereby freeing up funds for inexpensive pavement preservation activities, such as single layer microsurfacing or double layer microsurfacing. • Focus on the restoration of roads in the “Marginal” PCI range through the use of strategic overlays to maintain the City’s low backlog.
• Concentrate rehabs on critical PCI candidates. ESA recommendations produce optimal results when maintenance work is focused on roads that are at their “Critical PCI” point. • Current $800k/Yr. budget will achieve a PCI of 67 and a backlog of 10% after the 5-year budget horizon. (Detailed funding models are presented in section 4)

0.00 3.03

8.54 14.74

26.44 36.62

10.63 0
5 10
15 20
25 30
35 40
45 V Poor (0 to 25) Poor (25 to 40) Marginal (40 to
50)
Fair (50 to 60) Good (60 to 70) V Good (70 to 85) Excellent (85 to 100)
Percentage of Network By Area
Current Pavement Condition Using Descriptive Terms
Current Network Average Condition = 68, Backlog = 3%
11 IMS Pavement Management Report Moorpark, CA 2023 Page | 4

2.0 PRINCIPLES OF PAVEMENT MANAGEMENT

2.1.Foreword
This section covers the basics of pavement management, discussing its purpose and best practices for M&R planning as they relate to the lifecycle of a pavement. It explains how these concepts interact within the ESA pavement management system that was implemented and will provide context for the findings and recommendations within the report.

2.2.Pavement Management Principles
Pavement management is the process of assessing, prioritizing, and preserving or rehabilitating pavements through a logical system that attempts to use available funds in the most cost-effective manner possible. It is generally an iterative process that grows in accuracy as more data becomes available to better refine prediction models. Figure 3 illustrates that, typically, pavements start deteriorating rapidly once they hit a specific threshold. A nominal investment in cheaper surface treatments at 40% lifespan is much more cost-effective than deferring maintenance until heavier overlays or possibly reconstruction is required just a few years later. Streets that are repaired while in good condition will have an extended lifetime and will cost less over their lifetime than those left to deteriorate to a poor condition. Without an adequate routine pavement maintenance program, streets will require more frequent reconstruction, thereby requiring significantly greater funding.

Figure 3 - Pavement Deterioration and Life Cycle Costs
12 IMS Pavement Management Report Moorpark, CA 2023 Page | 5 The types of rehabilitation activities that the City chooses to deploy can have a significant effect on the longevity of a pavement. Depending on the zone in which a pavement falls, a detailed rehabilitation strategy set needs to be formed. Common rehabilitation types include Stop Gap, Rehabilitation, Reconstruction, and Preventive Maintenance. It is the proper incorporation and application of M&R activities within the Preventative Maintenance category that a pavement management program leverages. Popular examples of cost-effective preventive activities include:
• Crack and Joint Sealing • Microsurfacing • Rejuvenating agents • Patching • Fog, Slurry, and Chip Seals • Thin Overlays These activities help maintain and repair the surface integrity which can slow deterioration and depending on the treatment, also extend the life of a pavement. The outcome of this exercise is the long-term cost savings and an increase in network-level pavement quality over time. Figure 4 illustrates the concept of extending pavement life through the application of timely M&R activities.

Figure 4 - Pavement Life Cycle Curve
The best method to obtain the most optimal usage of available funds or to determine the required funding to achieve a predetermined level of service is through the use of a pavement management system. An effective pavement management system can assist agencies in developing an organized catalog of pavement assets, store periodic condition assessments, track spending and costs, compare trends in data, and assess the effectiveness of maintenance activities and new technologies.

Extended Life
Target Zone for
Pavement Preservation Pavement Condition
Pavement Age (Years)
Target Zone for
Pavement Overlays
Target Zone for Pavement
Rehabilitation & Reconstruction
10 20 30
90 65
45 13
IMS Pavement Management Report Moorpark, CA 2023 Page | 6

2.3.Pavement Management Program
The practical implementation of a pavement management program requires that an agency have an accurate understanding of the assets under its management. To fulfill this requirement IMS was contracted by Moorpark, CA to conduct a comprehensive pavement condition assessment and pavement management analysis on the City’s roadway network.

2.4.ESA Pavement Management System
This analysis utilizes Easy Street Analysis™ (ESA) for its pavement management program. ESA is a proprietary spreadsheet-based software alternative developed by IMS. It is intended to be easy to use while still offering all of the capabilities of a standalone software package. ESA is able to catalog, classify, assess, track, and analyze condition data to aid in the processes of budget planning and pavement rehabilitation.

More specifically the program will help the City through the process of pavement management by giving structure to the basic information required for a management system:
• Pavement Section Inventory • Inspection Data
• Pavement Deterioration Modeling • Rehabilitation Selections & History • Prioritization • Work Planning
• Funding Analysis • Reporting
The following pages will briefly detail the reasoning behind why this information is collected and used within the management program.

Pavement Section Inventory
An accurate inventory of all City-owned streets is necessary to make any determinations, assumptions, or projections within a management system. The individual attributes about length, width, location, traffic use, surface type, condition, and other factors that may be tracked are all tied back to a single management segment within ESA and given a unique ID within the program. The attributes stored here determine what types of rehabilitation activities can be applied, how the section is prioritized within the system, and allow for placement and sorting during reporting.

Inspection Data
ESA has the ability to use a blended condition index depending on the goals and requirements of the City which allows a custom reporting value to be built that is representative of aspects being considered to rank the condition of a pavement. The inputs for this index rely on inspection data from the field survey. In addition to the data collected for PCI, International Roughness Index (IRI) data was also used in ESA. Details on the individual components of the inspection are available in section 2.5.

Pavement Deterioration Modeling
Inspection data by itself is only able to represent conditions at the time of collection. Within ESA there are customizable curves that predict the rate of pavement deterioration based on a street’s functional class, pavement type, and strength rating. The guiding concept is that pavements with like uses and attributes will deteriorate at similar rates. As such, high volume asphalt arterials in already poor 14 IMS Pavement Management Report Moorpark, CA 2023 Page | 7 conditions would be expected to deteriorate faster and are represented in Figure 5 below with a purple line. On the opposite end of the spectrum, low volume concrete local streets would be expected to deteriorate slowly and are represented with a blue dashed line.

Figure 5 - Pavement Deterioration Curves
Rehabilitation Work Selections & History
ESA uses a set of protocols that allow for activities to be assigned to PCI ranges based on filter criteria that give the City the ability to create detailed rehabilitation strategy sets for each functional class and pavement type according to the best practices determined for that pavement.

As planned rehabilitation work is completed a record of the work should be added to the pavement management system. This ensures that conditions are up to date for future selections and creates a repository of information to aid in planning.

Prioritization
Within ESA the option is available to prioritize pavement projects for rehabilitation based on six main criteria: PCI, Cost of Deferral, Pavement Strength, Pavement Type, Functional Class, and the Area of a segment. Depending on the goals set forth at the beginning of the project these criteria can be weighted differently based on their definition to create an overall priority factor for a project. Additional details on these factors are available in section 4.2.
15 IMS Pavement Management Report Moorpark, CA 2023 Page | 8 Project planning
The ability to plan work as needed allows the management program to better reflect the realities of a paving program. Certain constraints may be applied to funds that require their use within a certain year and activities relating to other assets may dictate the time and type of work to be performed. ESA allows for predefined projects to be entered into the management plan to account for work that is known. This ensures that the final outcome is consistent with overall city planning and accurately reflects current funding allocations.

In terms of pavement management efficiency, a program based on worst-first, that is starting at the lowest rated street and working up towards the highest, does not achieve an optimal expenditure of funds. Generally, under this scenario, agencies can not sufficiently fund pavement rehabilitation and lose ground despite injecting large amounts of capital into the network.

The preferred basis of rehabilitation candidate selection is to examine the cost of deferral of a street, against increased life expectancy.

Funding analysis
The actual process of determining where and when to spend funds is a function of inputs mentioned in the section. Information from the street section inventory, condition survey, deterioration modeling, rehabilitation activity protocols, prioritization, and project planner are all assessed to predict the outcomes of funding scenarios. These can either be goal-based or budget-based. A more detailed description is available in Section 5.

Reporting
ESA has the ability to generate basic reports for common data requests through a set of predefined layouts. This allows for quick access to section condition summaries, inspection data, budget scenario summaries, and data charts. The GIS data used to generate this report is also linked to the section summary information to allow for quick and easy visualizations of the data if imported into a GIS utility.

An example of data, as presented in ESA, can be seen in Figure 6.

Figure 6 - Example of ESA City Data
16 IMS Pavement Management Report Moorpark, CA 2023 Page | 9

2.5.Pavement Condition Survey
The goal of the pavement condition survey is to determine an accurate rating for each pavement section. The process of collecting and assessing data involves both automated and manual observations that originate from the data collected with the Road Surface Tester using Pavemetrics Laser Crack Measuring System (LCMS-2) downward imaging lasers, an array of 4k cameras, and trained rating personnel.

Within the “Network Analysis” tab in ESA, IMS has populated values for a SDI, Ride score, and Strength Rating. These three indices form the foundation on which ESA operates.

Surface Distress Index (SDI)
ASTM D6433 categorizes surface distress observations based on the extent and severity of distresses encountered along the length of the roadway for asphalt and concrete pavements. Presented on a 0 to 100 scale, the Surface Distress Index (SDI) is an aggregation of the observed pavement defects.

However, not all surface distresses are weighted equally. Certain load-associated distresses (LAD) (caused by traffic loading), such as rutting or alligator cracking on asphalt streets, or divided slabs on concrete streets, have a much higher impact on the SDI than non-load associated distresses (NLAD) such as raveling or longitudinal and transverse cracking. Even at low extents and moderate severity (less than 10% of the total area), LAD can drop the SDI considerably. The rating systems also incorporates algorithms to correct for multiple or overlapping distresses within a segment to account for multiple distresses that may arise from a single cause. The SDI inputs are shown in Figure 7.

Figure 7 - SDI Inputs and Detailed Scale
ASTM D6433 covers nearly forty unique distress types that may or may not be present in an agency’s road network. For that reason, IMS uses a modified approach that collects the most common and relevant distresses.

Distress
Type
PCI
Distress
Severity
Distress
Quantity
100
85 75
65 55
40 25
0 Excellent
Very Good
Good
Fair
Marginal
Poor
Very Poor
SDI
17 IMS Pavement Management Report Moorpark, CA 2023 Page | 10 The descriptions on the following pages outline some of the distresses collected for the City:

Table 2 - Distress Descriptions
Alligator Cracking – Quantified by the
severity of the failure and square footage.

This cracking is caused by the repeated
bending a pavement experiences as vehicles
pass over it. The cracks propagate from the
bottom, meaning that structural failure has
occurred. As a load-associated distress, it
has a significant impact on the condition
score, even at low extents.

Rutting – Starting at a minimum depth of ¼
inch, ruts are quantified by their depth and
square footage. Rutting is caused by the
permanent deformation of the pavement
and/or subgrade layers. Low densities of
rutting can have a large impact on the final
condition score due to their implication of
possible structural failure.

Longitudinal & Transverse Cracking –
Quantified by their length and width. These
cracks can be the result of pavement
shrinkage due to natural daily and seasonal
temperature cycles, construction issues, or
other factors.

Block Cracking – Quantified by their width
and square footage, these cracks form
interconnected longitudinal and transverse
cracks that divide the pavement into
approximately rectangular pieces. Block
cracking is the result of aging and
environmental factors.

Patching – Quantified by the square footage
and severity of patches. Even a good quality
patch is considered a surface defect and
affects the ride quality and condition of a
pavement.
18 IMS Pavement Management Report Moorpark, CA 2023 Page | 11 Raveling – This is the loss of coarse
aggregate on the pavement surface and is
measured by the severity and square
footage affected.

Bleeding – This is the presence of free
asphalt binder on the roadway surface,
which is caused by either an excess of
asphalt in the pavement or insufficient
voids in the matrix. The result is a pavement
surface with reduced skid resistance. This
distress is measured by severity and square
footage.

Edge Cracking – Running parallel to the
road and usually within 1 to 2 feet of the
outer edge of the pavement, this distress is
caused by traffic loading and weakened
base conditions resulting from poor
drainage. It is measured in linear feet.

Distortion – This includes various localized
unevenness in the surface of the pavement
including bumps and sags, depressions,
swell, corrugation, or shoving. This distress
can be caused by a number of factors,
including construction issues, subgrade
failure, mixture failure, environmental
influence, etc.

Weathering – This is the wearing away of
asphalt binder and fine aggregate matrix,
which is quantified by severity and square
footage.
19 IMS Pavement Management Report Moorpark, CA 2023 Page | 12 Roughness Index (RI)
The Roughness Index (RI) gives a measure of ride quality and is recorded following the industry-standard ASTM E1926 for determination of International Roughness Index (IRI). This value is generated from the longitudinal profile measured by the LCMS as it records the change in elevation over a distance. Once calculated it is expressed as a slope and reported in millimeters/meter (mm/m). Common IRI levels for new, older, and damaged pavements are displayed in Figure 8.

Figure 8 - IRI Scale Definitions
In order to align with the PCI scale so that a blended condition score can be formed, the IRI value is converted to a 0 to 100 score and reported as the Ride Index (RI) as follows:

RI = (11 – 3.5 x ln(IRI)) x 10
ln(IRI) is the natural logarithm of IRI.

For some context, a newer street would generally have an RI above 85, while one in need of an overlay would be in the range of 40 to 70. Roadways in poor condition typically have RI values below 40 but can achieve higher blended scores if the distresses causing the low RI score are not the result of structural failure or another severe cause. For example, hastened construction can result in a pavement surface with less than desirable smoothness, which would translate to a low RI value. But since the distress/imperfection is not due to severe failures within the pavement structure, the blended PCI value may not suffer greatly.

Structural Index – Per the wishes of the City, the network of streets was not subjected to conventional structural testing, which is typically performed using a Falling Weight Deflectometer (FWD). However, 20 IMS Pavement Management Report Moorpark, CA 2023 Page | 13 the structural performance and capacity of the roadways still needed to be quantified to run pavement analysis. So, the relationship between the PCI and the amount of load-associated structural distresses was analyzed, and each pavement section was determined to have a Weak, Moderate, or Strong strength rating. The strength rating then translated to a Structural Index (30, 60, or 90 for weak, moderate, and strong respectively). It is important to note that these SI values were not used in determining the overall pavement condition score, as they were not calculated from true structural testing. These SI values were simply used to classify the pavement strength and aid in selecting appropriate rehabilitation strategies.

Pavement Condition Index (PCI) – Following the field surveys, the condition data was imported to ESA for calculating the overall PCI. The PCI for each network was calculated using the following weighing factors:

PCI = 67% SDI + 33% RI

2.6.Field Survey Methodology
IMS deployed one of its LCMS2 road surface testing vehicles to perform continuous sampling data collection activities as part of the semi-automated pavement condition survey. The LCMS2 equipment provides three-dimensional high-speed, mm-level scanning and pattern recognition analysis from two downward lasers mounted at the rear of the vehicle. This provides a higher level of detail in determining crack length and width measurement over the sample area. The LCMS2 device also operates as a Class I profile device that collects longitudinal profile (in the form of IRI) and transverse profile (rutting) using the advanced 3D profile laser scanning technology. The vehicle is also equipped with a high accuracy GPS device and several high definition 4k cameras that collect forward, downward, and rearward images.

Figure 9 - LCMS2 data collection vehicle
21 IMS Pavement Management Report Moorpark, CA 2023 Page | 14 While the LCMS2 automatically collects the majority of visible distresses, the RST platform integrates highly trained IMS technicians to input additional changes in observed distress severities and extents or identify specific roadway assets or attributes such as curb reveal or lip of gutter information by means of a touchscreen-based tablet computer connected to the data flow through time code, GPS, DMI distance and inventory control. The data is then processed in the IMS office to generate extent quantities for each observed distress severity level which are then used to calculate a PCI.

2.7.Data Quality Assurance
The final step in determining PCI scores requires the field data to be subject to multiple stages of quality checks. The first phase is a rule-based check that flags roads based on expected outcomes from the automatic crack detection and processing parameters used to convert the LCMS2 data into severity and extent data. Part of this output is the identification of areas that are within the sample area but should be excluded from the assessment. This can include the edge of pavement or curb (purple and green highlight), manhole covers and inlets (red box), and pavement markings (yellow highlight) as seen in Figure 10. This is combined with information from our field raters about distresses that may not be present in a traditional manner or may be outside the guidelines set forth in ASTM D6433.

Figure 10 - Processed LCMS2 Image
22 IMS Pavement Management Report Moorpark, CA 2023 Page | 15 A second review is then performed by a team of raters who are well-versed in both the distress standards and the data in its digital format. Using the downward laser scans, field notes, and 4K images collected from the survey the Quality Control (QC) team is able to verify the accuracy of what the LCMS has collected and what was flagged in the field.

Figure 11 - QC Image
To further ensure accurate condition data, spot checks are conducted on a network-wide basis by the QC team and the engineering staff. Once confidence in the integrity of the data has been achieved, an initial condition sheet is submitted for review by City staff.

2.8.Summary
This section outlined the fundamental concepts of pavement management and the process by which the pavement management system was implemented for the City. The operating parameters of ESA were reviewed, and the inputs provided by the LCMS-2 technology were explained to provide context for PCI, Roughness Index, and Pavement Strength.
23 IMS Pavement Management Report Moorpark, CA 2023 Page | 16

3.0 PAVEMENT CONDITION SURVEY RESULTS

3.1.Foreword
This section will review the results of the pavement condition survey performed in March 2022. First is a summary of conditions in the four functional classes used in the City analysis. Next, this section will review photos of the network taken from the RST. Finally, a series of charts will summarize the findings of the condition survey and the overall PCI distribution of the City pavement network.

3.2.City Street Inventory and Condition Summary
The City of Moorpark is currently responsible for approximately 84 centerline miles of pavement with an overall PCI of 68 and a backlog of 3%. Table 3 presents the City’s inventory and pavement condition breakdown between different functional classes. Detailed information for each management section is available in Appendix A.

Table 3 - Network Inventory Summary by Functional Class NetworkPrimarySecondaryLocalAlley
Segment (Block) Count 996 50 31 901 14
Network Length (mi): 84.3 8.1 3.1 72.3 0.8
Average Width (ft): 42.9 61.9 59.4 40.3 21.9
Network Area (yd2): 2,120,070 292,587 109,513 1,707,842 10,128 Current Pavement Condition 68 76 64 67 48
Current Backlog (%) 3 Percentage of Network with a PCI < 40 Surface Distress Index (SDI) 69 74 66 68 54
Roughness Index (RI) 67 82 61 65 36
24 IMS Pavement Management Report Moorpark, CA 2023 Page | 17

3.3.City Network Condition Imagery
The images presented below provide a sampling of the City streets that fall into the various condition categories with a discussion of potential rehabilitation strategies.

Very Poor (PCI = 0 to 24) – Complete Reconstruction (Not a Moorpark Street) Moorpark had no streets in this condition range. This is not a Moorpark Street. (PCI = 14) – Rated as Very Poor, this street displays a large quantity of alligator cracking severe enough to suggest that the pavement structure is inadequate for current traffic loads. The rehabilitation of roads in this condition through a mill and overlay is generally ineffective, as the failures usually extend to the bottom of the pavement layer. Streets in this condition require rehabilitation that involves removal and replacement of the asphalt layer, base stabilization, or complete reconstruction based on design requirements.

Deferral of reconstruction of streets rated as Very Poor will not cause a substantial decrease in overall pavement quality. The streets have passed the opportunity for overlay-based strategies, meaning that reconstruction, which is expensive, is the most suitable solution. So, Very Poor streets are often deferred in favor of rehabilitating more streets at lower costs, resulting in a greater net benefit to the City. This strategy however must be sensitive to citizen complaints forcing the street to be selected earlier. In addition, this type of street can pose a safety hazard for motorists since severe potholes and distortions may develop. It is important to consistently monitor these streets and check for potholes or other structural deficiencies until the street is eventually rebuilt. 25 IMS Pavement Management Report Moorpark, CA 2023 Page | 18 Poor (PCI = 25 to 39) – Last Opportunity for Surface Base Rehabilitation Woodlake Manor from End of Pavement to East Cedarpine Lane (GISID 10959, PCI = 29) – Rated as Poor, this segment still has some remaining life before it becomes a critical reconstruction need. As evident in the imagery, a fair amount of the segment is severely cracked, and the severity of the cracking strongly contributes to the lower PCI score of this segment. If left untreated, within a short period of time, a partial to full reconstruction would be required.

On heavily trafficked roadways, Poor streets often require partial to full reconstruction. On local roadways, they require removal of the pavement surface through grinding or excavation, base repairs, restoration of the curb line and drainage, and then placement of a new surface. 26 IMS Pavement Management Report Moorpark, CA 2023 Page | 19 Marginal (PCI = 40 to 49) – Thicker Overlays / Moderate Panel Replacement Cedarpine Lane from Deering Lane to Hilburn Court (GISID 10357 PCI = 45) – Marginal streets have distresses that tend to be localized and moderate in nature – that is they do not extend the full length of the segment. On this segment Alligator cracking is present in several location along the segment, but has not spread the entire length of the street. This street is still a candidate for an overlay assuming that the failed areas are properly patched.

Marginal streets that display high amounts of load associated distresses (LAD) are selected as a high priority for rehabilitation as they generally provide the greatest cost/benefit to the City. If left untreated, Marginal streets with high amounts of LAD will deteriorate to become partial reconstruction candidates. Marginal streets that are failing due to materials issues or non-load associated failures may become suitable candidates for thick overlays if deferred, without a significant cost increase. 27 IMS Pavement Management Report Moorpark, CA 2023 Page | 20 Fair (PCI = 50 to 59) – Thin to Moderate Overlays / Light Panel Replacement Tejada Avenue from Bonsai Avenue to Goldman Avenue (GISID 11274, PCI = 55) – Fair streets have similar characteristics to Marginal streets in that the distresses present tend to be localized and moderate in severity. However, the distresses will predominately be non-load related (primarily longitudinal cracking). On this street, there is also some noteworthy alligator cracking along the wheel paths of the pavement, but it does not persist throughout the segment.

Like Marginal streets, Fair streets can provide a high cost/benefit to an agency if addressed with an adequate rehabilitation technique. Stretching the application for surface treatments into this range can pose a cheap alterative to overlays, but does not provide the appropriate renewal to the structural capacity of the pavement and may allowed load related deterioration to continue unabated. 28 IMS Pavement Management Report Moorpark, CA 2023 Page | 21 Good (PCI = 60 to 69) – Surface Treatments to Thin Overlays Campus Park Drive from College View Avenue to Delfen Street (GISID 11243, PCI = 66) – Rated as Good with the primary cause of deterioration the transverse and longitudinal cracking. The pavement surface could be restored further with spot patching and a slurry seal to fully waterproof the pavement.

Preventive measures on streets considered “Good” can have positive impact of the City’s funding needs.

While the expected life of a slurry seal is not as long as that of an overlay, its ability to slow deterioration and relative low cost can free up funding for streets in worse condition. 29 IMS Pavement Management Report Moorpark, CA 2023 Page | 22 Very Good (PCI = 70 to 79) – Surface Treatments and Localized Rehabilitation Tierra Rejada Road from Countrywood Drive to Harvester Street (GISID 11040, PCI = 75) – Rated as Very Good, this road displays minor amounts of longitudinal cracking. This street is an example of a candidate for preventative maintenance such as crack seal or slurry seal to extend the life of a roadway.

Routine maintenance prevents water intrusion by sealing and slowing crack growth. By keeping water out of the base layers, the pavement life is extended without the need for heavier rehabilitations. 30 IMS Pavement Management Report Moorpark, CA 2023 Page | 23 Excellent (PCI = 85 to 100)
Whitney Avenue from Sierra Avenue to Palomar Avenue (GISID 10057, PCI = 95) – Rated as Excellent, displaying little to no surface distresses. The ride is smooth and the surface and the base is strong.

Excellent roads should be periodically assessed for crack development that would trigger routine maintenance activities.
31 IMS Pavement Management Report Moorpark, CA 2023 Page | 24

3.4.City Network Condition Distribution
Figure 12 shows the distribution of pavement condition for the roadway network in Moorpark. While direct comparisons to other agencies can be difficult due to variations in agency size, age, and recent development, the City is above average in condition and displays a distribution that suggest a continued investment in renewal.
• Eleven percent (11%) of the network can be considered in “Excellent” condition and should be closely monitored to ensure timely application of early localized preventive measures. • Thirty-seven percent (37%) of the network falls into the PCI range considered “Very Good”. These are roads that benefit most from preventative maintenance techniques such as spot patching and slurry seals.
• Twenty-six percent (26%) of the streets are rated as “Good” and may still be candidates for slurry seals or thin overlays.
• Twenty-three percent (23%) of network can be considered “Fair” to “Marginal” condition and representing candidates for progressively thicker overlay-based rehabilitation. If left untreated, they will decline rapidly into reconstruction candidates.
• The remaining three percent (3%) of the network is rated as “Poor” or “Very Poor”, meaning these roadways have deteriorated to the point where surface rehabilitation can no longer restore the pavement to a point of structural adequacy. Rehabilitation of the entire pavement structure is required for these segments.

Figure 12 - Roadway Network Present Status Using Descriptive Terms

0.00 3.03

8.54 14.74

26.44 36.62

10.63 0
5 10
15 20
25 30
35 40
45 V Poor (0 to
25)
Poor (25 to
40)
Marginal (40
to 50)
Fair (50 to 60) Good (60 to
70)
V Good (70 to
85)
Excellent (85
to 100)
Percentage of Network By Area
Current Pavement Condition Using Descriptive Terms
Current Network Average Condition = 68, Backlog = 3%
32 IMS Pavement Management Report Moorpark, CA 2023 Page | 25

3.5.Condition By Functional Classification
When assessing the overall condition of the network there are additional subsets of data that can give a deeper insight into where an agency may want to focus resources.

Figure 13 highlights the pavement condition distribution for each functional class. It is important to note that arterial roadways, which are the streets that support the greatest traffic volumes in a given timeframe, should receive additional consideration when selecting rehabilitation candidates.

Figure 13 - Condition Rating by Functional Classification Table 4 below displays the breakdown of the road network by pavement type and class percentage.

Table 4 - Condition Rating by Functional Classification 0 10
20 30
40 50
60 V Poor (0 to 25) Poor (25 to 40) Marginal (40 to
50)
Fair (50 to 60) Good (60 to 70) V Good (70 to
85)
Excellent (85 to
100)
Percentage of Network By Area
Pavement Condition Using Descriptive Terms
Primary, PCI = 78
Secondary, PCI = 65
Local, PCI = 68
Alley, PCI = 49
NetworkPrimarySecondaryLocalAlley
Network Length (mi): 84.3 8.1 3.1 72.3 0.8
Current Pavement Condition 68 76 64 67 48
33 IMS Pavement Management Report Moorpark, CA 2023 Page | 26

3.6.Structural and Load Associated Distress Analysis
As mentioned in section 2, pavement distresses may be categorized into two classifications – load associated distresses (LAD) and non-load associated distresses (NLAD). Load associated distresses, such as rutting and alligator cracking, are those that are directly caused by traffic loading and lead to decreased structural capacity. Non-load associated distresses are those that result from material or environmental issues, including shrinkage (transverse) cracking, bleeding, and raveling. Generally, load associated distresses affect the overall condition score more than non-load associated distresses due to their implications of structural failure. The roadways were classified as Weak, Moderate, or Strong depending on the type of distresses found on their surfaces. The strength rating then translated to a Structural Index (30, 60, or 90 for weak, moderate, and strong respectively).

Weak pavements are those with a high ratio of load associated distresses compared to their PCI score and generally require increased pavement thickness to achieve long-term pavement life. Strong pavements are those that have a low load associated distress to PCI ratio and have suitable structural capacity. Surface treatments are acceptable rehabilitation solutions. Moderate pavements are those that require localized rehabilitation and/or increased thickness to achieve full pavement life. These are pavements that are starting to display structural failures, such as rutting or alligator cracking.

The purpose of the structural analysis is twofold:
• The Structural Index provides input into which performance curve each segment is to use. • Structural analysis assists in rehabilitation selection by constraining inadequate pavement sections from receiving too light of rehabilitation and conversely, identifying segments suitable for lighter treatment.

The primary area of concern is the street segments that have a high pavement condition score yet exhibit low structural characteristics (weak to moderate pavement strengths), meaning that the pavement is determined to be in good condition at the surface level but is more than likely in less than ideal condition structurally. When an overlay is to be applied, project-level testing and design should be completed to ensure that structural integrity is restored.

3.7.Summary
Section 3 reviewed the results of the condition survey in the City. The section described each of the four functional classifications in the City and outlined their respective conditions on the PCI scale. The PCI scale was explained further through a series of pavement photographs that were taken during the 2022 survey. The section concludes with a discussion on the overall pavement condition distribution in the City and some useful charts that help put the survey results into perspective. The network average PCI in City is a 68 with a backlog of 3%.
34 IMS Pavement Management Report Moorpark, CA 2023 Page | 27

4.0 REHABILITATION PLAN AND BUDGET DEVELOPMENT

4.1.Foreword
This section discusses the results of the pavement management analysis that was performed using the ESA pavement management system. First is an overview of the assumptions that were used when implementing the system. Some of these include the development of accurate unit rates, and the selection methodology for rehabilitation candidates. Next, in 4.3, the results of each of the various budget runs is detailed, along with their predicted conditions. This is highlighted further through a series of charts that are used to demonstrate the advantages and disadvantages of various funding models.

Finally, the City’s selected budget is presented through a map and chart outlining the 5-year projected condition.

4.2.Key Analysis Set Points and Assumptions
Pavement management analysis requires user inputs to complete its condition forecasting and prioritization. A series of operating parameters were developed to create an efficient program that is tailored to the City’s needs.

Selecting Segments for Rehabilitation
The selection of rehabilitation candidates through a worst first approach or subjective committee input is neither efficient nor cost effective. A series of criteria must be established and their importance in the selection process determined. ESA has defined commonly used criteria within the program that allows different weighting factors to be applied depending on the City’s goals. • PCI – As mentioned earlier in this section the results of the pavement condition survey are used to generate a Pavement Condition Index that ranges from 0-100 where 0 is considered the worst and 100 the best. This factor can be given a higher weight to give greater priority to poor condition streets. • Cost of Deferral – As time passes a pavement will deteriorate and require more costly repairs as it ages. ESA can be configured to prioritize streets nearing the point where this cost increase occurs. • Pavement Strength – Through the use of deflection testing or the prevalence of load associated distresses the relative strength of a pavement can be determined. A prioritization factor can be applied that gives preference to streets that may deteriorate faster in order to apply more costeffective rehabilitation early in the life cycle. • Pavement Type – Depending on costs, design life, and the City’s goals, a weighting factor can be applied based on the materials used to construct the pavement • Functional Class – Generally higher volume streets are given the greatest priority within a program since they serve the most vehicles.
• Area –Project selection can consider the size of a project when determining rehabilitation priority. The City can decide to select large groups of streets over small ones if that approach suits the goals set forth at the beginning of the project.
35 IMS Pavement Management Report Moorpark, CA 2023 Page | 28 For the City, weighting factors for these categories were set to maximize the savings from the concept of cost of deferral and address lower PCI ‘Weak’ streets in order to minimize backlog growth.

Rehabilitation Strategies and Unit Rates
The rehabilitation strategies and unit rates used in the budget analysis are the driving factors in determining funding requirements for the City. A detailed listing of how each rehabilitation activity is applied and its associated cost can be found in Table 5. Some important parameters include:
• Pavement Type – The City of Moorpark has an asphalt network. The lists of appropriate rehabilitation activities for this pavement type have unique costs that are specific to the City. • Rehab Activity – The assigned identifier and name to each rehabilitation strategy. • Min, Max, and Critical PCI – These values compose the PCI range for which a particular rehabilitation activity can be applied where the Min and Max values define the upper and lower limit, and the Critical PCI is the point at which the rehabilitation becomes a higher priority to take advantage of the cost of deferral factor. Overlap in the PCI range allows for additional rehabilitation differentiation based on pavement strength.
• Unit Rates – The rehab costs are presented on a per square yard basis for each pavement type, functional class, and rehabilitation activity combination. A base unit rate is established for the lowest assumed cost for a work type and adjusted for each functional class depending on the additional work that may be required for traffic control, intersection improvements, landscaping, utility adjustments, and right-of-way (ROW) infrastructure. IMS worked closely with the City to determine rates that accurately represent the cost of work.

Table 5 – Rehabilitation Rates
PavetypeRehab Code
Rehab Activity
Min PCICritical PCI (Need Year)Max PCIBase Unit Rate ($/yd2)Primary Unit Rate ($/yd2)Secondary Unit Rate ($/yd2)Local Unit Rate ($/yd2)Alley Unit Rate ($/yd2) All 5 Routine Maintenance 85 100 100 0.00 0.00 0.00 0.00 0.00 Asphalt 10 Slurry Seal / Seal Coat 70 73 80 3.15 3.50 3.40 3.30 3.30 Asphalt 20 MicroSurface 70 73 80 4.05 4.50 4.40 4.30 4.20 Asphalt 30 Edge Mill + Thin Overlay (1.5 - 2.0) 50 54 60 36.90 40.50 40.00 39.00 38.50 Asphalt 40 EM/FWM + Moderate Overlay (2.0 - 3.0) 50 54 60 49.09 56.50 55.00 53.50 52.00 Asphalt 50 FWM + Thick Overlay (> 2.0 - 3.0) 25 30 40 59.85 72.50 70.00 67.00 64.50 Asphalt 60 Surf Recon + Base Rehab / FWM + Strctrl Ptch + Olay 0 15 25 106.26 129.00 124.00 119.00 115.00 Asphalt 70 ACP Full Depth Reconstruction 157.37 173.00 170.00 167.00 164.00 36 IMS Pavement Management Report Moorpark, CA 2023 Page | 29

4.3.Network Budget Analysis Models
By combining the condition assessment, deterioration model, prioritization factors, and rehabilitation assignments, the ESA program can determine the outcomes of various funding levels or suggest the funds required to attain a goal. IMS ran a series of budgets to model network trends and estimate the funding levels needed to reach certain condition and distribution targets. The results of this analysis are outlined in this section.

Budget Targets
The following scenarios were generated to forecast the outcomes of the current estimated City budget over the next five years and determine what level of funding may be appropriate going forward. The values for backlog and PCI have been rounded to the nearest whole number in order for the figures to be more legible. Varying budget figures will have slightly different outcomes that are visible in the charts, but may not be completely represented in the legend text. • Moorpark Budget (Green Line) – This represents the City’s current average annual budget of $800k/Yr. dedicated to pavement preservation and rehabilitation. This level of funding will result in a network average PCI score of 67 and a backlog of 10% after five years. • Steady State PCI – This is simply the funds required to maintain the current network average PCI at a

68. The annual budget required to do so is approximately $960k/Yr. Backlog growth is minimal after five years.
• Maintain Current Backlog (Light Green Line) – The maintain current backlog budget was developed in order to maintain the current backlog percentage at approximately 3%. This budget is on the order of $5.6M/Yr.
• Recommended Budget – This budget estimates the required funding level to maintain the backlog at a maximum of 10%. This budget is on the order of $1M/Yr and results in a PCI of 69. • Backlog Control – A backlog control budget was developed in order to cap backlog growth at a maximum level of 10%. The required level of funding to do so is estimated at $770k/Yr. and lowers the PCI to 67 after five years.
• Target PCI – A PCI target budget was developed in order to achieve a minimum PCI of 72. This results in a budget value of $1.56M/Yr. and a backlog increase to 9% after five years.

The results of the analysis are summarized in Figure 14. The X-axis highlights the annual budget, while the Y-axis plots the 5 Year Post Rehab Network Average PCI value. The diagonal blue line is the network trend model developed to show estimated PCI along with a funding range up to $8M/Yr. 37 IMS Pavement Management Report Moorpark, CA 2023 Page | 30 Figure 14 – 5-Year Post Rehab Network PCI Analysis Results 60 65
70 75
80 85
90 95
100
0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 5,000 5,500 6,000 6,500 7,000 7,500 8,000 Post Rehab Network Average Condition
Annual Budget Each Year for Five Years ($1,000/Yr)
2023 to 2027 Rehab Analysis Results
Moorpark Budget: PCI = 67, Backlog = 10%, Annual Budget = $800k/Yr Maintain Current Backlog Budget = $5600k/Year
Recommended Budget: Final PCI = 69, Backlog = 10%, Annual Budget = $1000k/Yr Steady State PCI: Final PCI = 68, Backlog = 10%, Annual Budget = $960k/Yr Target PCI Driven Budget: PCI = 72, Backlog = 9%, Annual Budget = $1560k/Yr PCI Control Budget: PCI = 65, Backlog = 10%, Annual Budget = $580k/Yr Backlog Control Budget: PCI = 67, Backlog = 10%, Annual Budget = $770k/Yr Analysis Start Date = 3/1/2023 Analysis Period 2023 to 2027 38 IMS Pavement Management Report Moorpark, CA 2023 Page | 31 Figure 15 presents the resultant network backlog against the annual budget. Similar to Figure 14, but instead of plotting the average PCI score, the blue diagonal line represents the total backlog after 5 years. The City currently maintains a backlog of 3%. While some growth is acceptable, every effort should be made to keep that value as low as possible. As the backlog grows the funding required to return to the current level will increase dramatically.

Figure 15 – 5-Year Post Rehab Network Backlog Results
0 5
10 15
20 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 5,000 5,500 6,000 6,500 Post Rehab Network Percentage Backlog % (PCI < 40)
Annual Budget Each Year for Five Years ($1,000/Yr)
2023 to 2027 Backlog Analysis Results
Moorpark Budget: PCI = 67, Backlog = 10%, Annual Budget = $800k/Yr Recommended Budget: Final PCI = 69, Backlog = 10%, Annual Budget = $1000k/Yr Steady State PCI: Final PCI = 68, Backlog = 10%, Annual Budget = $960k/Yr Maintain Current Backlog: Final PCI = 81, Backlog = 3%, Annual Budget = $5600k/Yr Backlog Control Budget: PCI = 67, Backlog = 10%, Annual Budget = $770k/Yr PCI Control Budget: PCI = 65, Backlog = 10%, Annual Budget = $580k/Yr Analysis Date = 2/20/2023 Analysis Period 2023 to 2027
39 IMS Pavement Management Report Moorpark, CA 2023 Page | 32 Figure 16 presents the analysis results on an annual basis. This shows that if the budget falls below $960k/Yr. (Steady State Budget), over time the overall condition of the roads will deteriorate as the backlog continues to grow.

Figure 16 – 5-Year Annual PCI
60 65
70 75
80 85
90 95
100
2022 2023 2024 2025 2026
Network Average Pavement Condition Index
Year
Fix All Budget = $34.8M Over 5 Years
Target PCI = 72, Budget = $1560k/Year
Recommended Budget: Final PCI = 69, Backlog = 10%, Annual Budget = $1000k/Yr Moorpark Budget: PCI = 67, Backlog = 10%, Annual Budget = $800k/Yr Steady State PCI: Final PCI = 68, Backlog = 10%, Annual Budget = $960k/Yr Backlog Control Budget: PCI = 67, Backlog = 10%, Annual Budget = $770k/Yr Do Nothing
Analysis Date = 2/20/2023
Start
Moorpark has a Backlog controlled network
40 IMS Pavement Management Report Moorpark, CA 2023 Page | 33

4.4.Post Rehabilitation Condition
The following figure (Figure 17) compares the current network condition distribution (red) against the projected 5-year post rehabilitation distribution at the current estimated $800k/Yr. (blue) funding level.

Based on current models the average PCI is expected to drop to 67 by the end of the five-year analysis period and the backlog to increase to approximately 10%.

Figure 17 – 5-Year Post Rehabilitation Condition Distribution

4.5.Summary
This section reviews the results of the 2022 pavement analysis models that were run in the ESA program. The current City budget of $800k/Yr will result in a 5-year post rehab PCI of 67 and a backlog of approximately 10%. These models demonstrate that a budget that falls below $960k/Yr (steady state model) will result in an overall PCI decrease over the course of 5-years. 0 10
20 30
40 50
60 V Poor (0 to 25) Poor (25 to 40) Marginal (40 to
50)
Fair (50 to 60) Good (60 to 70) V Good (70 to
85)
Excellent (85 to
100)
Percentage of Network By Area
Pavement Condition Using Descriptive Terms
Post Rehab Network Average Condition = 67, Backlog = 9.7% Annual Budget = $800 k/Year
Current Network Average Condition = 68, Backlog = 3%
Analysis Period 2023 to 2027
41 IMS Pavement Management Report Moorpark, CA 2023 Page | 34

5.0 PROJECT RECOMMENDATIONS AND COMMENTS

5.1.Project Summary and Recommendations
A pavement condition survey was performed in March 2022 on the full City pavement network. The results of the condition survey were aggregated into the ESA and PAVER pavement management systems. These systems were used to organize a georeferenced pavement inventory, develop an accurate model of the network’s condition and anticipated deterioration, and provide funding recommendations for various level-of-service goals.

The following broad recommendations are presented to City as an output from the pavement analysis and must be read in conjunction with the attached reports. • The City should make efforts to keep the ESA spreadsheet up to date. − By maintain and updating the rehabilitation unit rates, work history of the segments, and accuracy of the inventory the City will be able to reliably forecast funding needs for future years. This allows the City to be proactive in maintain the condition of the pavement network at an acceptable level.
• The City should periodically resurvey the pavement network. − Pavement performance over time involves many variables such as, traffic volumes, environmental factors, maintenance timing, and design standards. As these variables change, the rate at which a pavement deteriorates will change with them. The periodic resurvey of pavement conditions allows the City to track these changes and update models accordingly to ensure that appropriate rehabilitation measures are being planned. • The City should investigate new and additional rehabilitation activities. − As technology progresses, improvements in pavement rehabilitation are constantly being made. When possible, the City should refresh the rehabilitation activities planned in ESA to ensure these advances are used to the City’s advantage. • The City should strive to maintain or improve its current condition if possible. − Generally, it is more cost effective to maintain a condition than it is to regain ground lost to deterioration. The City currently maintains an overall network PCI of 68 with a backlog value of 3%. To maintain the PCI value, the City will need to allocate approximately $960k/Yr. to pavement preservation and rehabilitation.
− The current City budget of $800k/Yr will result in a 5-year post rehab PCI of 67 and a backlog of approximately 10%.

5.2.Closing
The IMS Team greatly appreciates the opportunity to work with the City on this pavement management update. Over the course of this project, it has become clear that the City staff demonstrates a strong commitment to providing the highest level of service that they can to their community. IMS stands ready to assist the City with training and technical support as necessary, and we welcome the opportunity to work with the City on future pavement management projects. 42 Appendix A
Street Inventory and Condition Summary
43 City of Moorpark, CA
Street Inventory and Condition Summary - Sorted by Street Name Condition Summary GISID On Street From Street To Street FunCL Pavement Width (ft) Add Area (yd2) Pavement Area (yd2) Surface Distress Index (SDI) Roughness Index (RI) Structural Index (SI) Strength Rating Condition RatingLoad Assoc Distress Deducts (LADD)Non-Load Distress Deducts (NLAD)PCI Override (OPCI)OPCI DateCurrent Segment PCI (CPCI) 10765 1ST ST MOORPARK AV AL E OF MOORPARK AV LOCAL 36 37 780 72 39 60 Mod Good 17 12 60 10259 1ST ST AL E OF MOORPARK AV AL W OF BARD ST LOCAL 36 94 1,970 73 71 60 Mod V Good 6 21 72 10978 1ST ST AL W OF BARD ST BARD ST LOCAL 36 38 798 90 65 60 Mod V Good 5 5 81 10795 2ND ST MOORPARK AV AL E OF MOORPARK AV LOCAL 44 45 951 63 37 80 Strng Fair 14 23 54 11225 2ND ST AL E OF MOORPARK AV AL W OF BARD ST LOCAL 40 104 2,190 79 64 60 Mod V Good 6 15 74 11226 2ND ST AL W OF BARD ST BARD ST LOCAL 43 45 953 64 66 60 Mod Good 15 21 65 10797 2ND ST BARD ST MILLARD ST LOCAL 38 53 1,116 75 34 80 Strng Good 12 13 61 11005 2ND ST MILLARD ST HARRY ST LOCAL 38 205 4,314 100 63 60 Mod Excellent 0 0 87 11614 2ND ST HARRY ST SPRING RD LOCAL 38 32 676 93 47 60 Mod V Good 0 7 78 10286 3RD ST MOORPARK AV AL E OF MOORPARK AV LOCAL 38 39 820 54 52 80 Strng Fair 19 27 53 10287 3RD ST AL E OF MOORPARK AV FLORY AV LOCAL 38 31 641 58 70 60 Mod Good 21 22 61 10814 3RD ST FLORY AV AL W OF BARD ST LOCAL 38 69 1,439 67 65 60 Mod Good 13 20 66 10289 3RD ST AL W OF BARD ST BARD ST LOCAL 38 40 843 70 69 60 Mod V Good 6 23 70 11105 ADLENA PL VIS DEL VALLE DR EOP LOCAL 40 48 1,005 73 38 60 Mod Good 14 13 61 11551 ADONIS PL BELLA VISTA DR EOP LOCAL 41 40 847 69 36 80 Strng Fair 10 20 58 11261 AL MC FADDEN AV CORNETT AV ALLEY 24 39 809 60 60 60 Mod Good 24 16 60 11260 AL CORNETT AV EOP ALLEY 26 22 456 63 67 60 Mod Good 24 13 64 10518 AL CHARLES ST BONNIE VIEW ST ALLEY 14 14 302 69 20 80 Strng Fair 2 29 52 11572 AL E OF MOORPARK AV 3RD ST AL N OF 3RD ST ALLEY 22 23 488 46 50 80 Strng Marginal 24 30 47 10707 AL E OF MOORPARK AV E LOS ANGELES AV 3RD ST ALLEY 22 132 2,767 71 29 80 Strng Fair 6 22 57 10278 AL E OF MOORPARK AV AL N OF 3RD ST 2ND ST ALLEY 22 23 488 52 21 80 Strng Marginal 19 28 42 10997 AL E OF MOORPARK AV 2ND ST AL N OF 2ND ST ALLEY 22 23 488 47 48 60 Mod Marginal 30 24 47 10261 AL E OF MOORPARK AV AL N OF 2ND ST 1ST ST ALLEY 22 23 488 40 28 80 Strng Poor 34 26 35 10262 AL N OF 2ND ST AL W OF BARD ST AL E OF MOORPARK AV ALLEY 22 57 1,204 45 38 80 Strng Marginal 28 26 43 11006 AL N OF 3RD ST AL W OF BARD ST AL E OF MOORPARK AV ALLEY 15 39 821 53 46 80 Strng Fair 24 24 50 10288 AL W OF BARD ST 3RD ST AL N OF 3RD ST ALLEY 20 21 443 56 30 80 Strng Marginal 16 28 47 11562 AL W OF BARD ST AL N OF 3RD ST 2ND ST ALLEY 20 21 443 41 37 60 Mod Poor 38 21 39 10555 AL W OF BARD ST 2ND ST AL N OF 2ND ST ALLEY 22 23 488 44 25 80 Strng Poor 31 25 37 11215 AL W OF BARD ST AL N OF 2ND ST 1ST ST ALLEY 20 21 443 32 32 60 Mod Poor 47 20 32 10803 ALANDIA CT WILLIAMS RANCH RD EOP LOCAL 42 37 779 63 39 80 Strng Fair 5 32 54 10361 ALDERBROOK ST EOP HONEYBROOK CT LOCAL 43 43 913 68 56 60 Mod Good 13 19 64 11812 ALDERBROOK ST HONEYBROOK CT BUBBLING BROOK ST LOCAL 36 58 1,219 79 57 80 Strng V Good 0 21 71 10047 ALDERBROOK ST BUBBLING BROOK ST BERRYBROOK CT LOCAL 36 64 1,349 73 75 60 Mod V Good 5 22 74 11192 ALDERBROOK ST BERRYBROOK CT BUBBLING BROOK ST LOCAL 37 345 7,235 75 72 60 Mod V Good 5 20 74 11878 ALDERBROOK ST BUBBLING BROOK ST RIVER GROVE ST LOCAL 38 120 2,525 82 78 60 Mod V Good 5 13 81 10348 ALDERGLEN ST EOP BROOKGLEN ST LOCAL 45 39 814 64 65 60 Mod Good 22 14 64 10192 ALDERGLEN ST BROOKGLEN ST RIVERGLEN ST LOCAL 32 65 1,356 71 80 60 Mod V Good 11 18 74 10763 ALDERGLEN ST RIVERGLEN ST WALNUT CREEK RD LOCAL 32 27 566 75 58 80 Strng Good 4 21 69 10715 ALDERGROVE ST MOUNTAIN MEADOW DR PINE HOLLOW PL LOCAL 37 106 2,227 71 45 80 Strng Good 12 17 62 10832 ALDERGROVE ST PINE HOLLOW PL LITTLE HOLLOW AV LOCAL 37 61 1,286 70 62 80 Strng Good 7 23 67 10582 ALDERGROVE ST LITTLE HOLLOW AV HEATHERWOOD HOLLOW AV LOCAL 37 51 1,077 74 47 80 Strng Good 3 22 65 10006 ALUMNI WY BORGES DR HARTE LN LOCAL 33 60 1,270 88 59 60 Mod V Good 3 9 78 11229 ALYSSAS CT PECAN AV EOP LOCAL 39 60 1,260 69 50 80 Strng Good 3 28 63 IMS Infrastructure Management Services Appendix A page 1 of 24 44 City of Moorpark, CA
Street Inventory and Condition Summary - Sorted by Street Name Condition Summary GISID On Street From Street To Street FunCL Pavement Width (ft) Add Area (yd2) Pavement Area (yd2) Surface Distress Index (SDI) Roughness Index (RI) Structural Index (SI) Strength Rating Condition RatingLoad Assoc Distress Deducts (LADD)Non-Load Distress Deducts (NLAD)PCI Override (OPCI)OPCI DateCurrent Segment PCI (CPCI) 11752 AMBERMEADOW ST EOP MISTYMEADOW ST LOCAL 39 68 1,424 47 71 80 Strng Fair 18 35 55 10976 AMBERMEADOW ST MISTYMEADOW ST CEDARMEADOW CT LOCAL 33 97 2,041 36 69 60 Mod Marginal 33 31 47 10588 AMBERRIDGE CT MOUNTAIN TRAIL ST EOP LOCAL 39 60 1,255 82 66 60 Mod V Good 7 11 77 11302 AMBERWICK LN EOP LAURELHURST RD LOCAL 37 62 1,311 95 62 60 Mod V Good 0 5 84 10479 AMHERST ST E WESTWOOD ST N COLUMBIA AV LOCAL 37 94 1,982 65 64 80 Strng Good 4 31 65 10477 AMHERST ST N COLUMBIA AV N BERKELEY CI LOCAL 37 50 1,043 66 59 60 Mod Good 15 20 63 10293 AMHERST ST N BERKELEY CI YALE AV LOCAL 37 53 1,122 72 78 60 Mod V Good 10 18 74 11248 AMHERST ST YALE AV PRINCETON AV LOCAL 37 36 764 61 50 60 Mod Fair 20 20 57 10295 AMHERST ST PRINCETON AV N AMHERST ST LOCAL 37 36 749 73 25 80 Strng Fair 9 18 57 11197 AMHERST ST HARTFORD ST E AMHERST ST LOCAL 36 80 1,687 75 70 60 Mod V Good 4 22 73 10027 AMHERST ST E AMHERST ST STANFORD ST LOCAL 36 67 1,398 69 55 60 Mod Good 14 17 64 10969 ANNETTE ST E CLOVERDALE ST PEACH HILL RD LOCAL 33 69 1,443 85 62 60 Mod V Good 1 14 77 11495 APPLEGLEN CT MOUNTAIN TRAIL ST EOP LOCAL 38 105 2,195 41 70 60 Mod Fair 26 33 50 10598 ARBOR HILL ST HAVENCREST ST HUNTER CREST CT LOCAL 35 136 2,860 34 59 60 Mod Marginal 44 22 42 10337 ARBOR HILL ST HUNTER CREST CT WALNUT CREEK RD LOCAL 35 266 5,576 37 55 60 Mod Marginal 39 24 43 11648 ARROYO DR EOP PASEO DEL VERDE PRIMARY 37 183 3,842 24 70 60 Mod Poor 47 27 39 10917 ARROYO DR PASEO DEL VERDE VILLAGE ARROYO ESTAT RD PRIMARY 37 327 6,874 41 84 60 Mod Fair 35 23 55 10431 ARROYO DR VILLAGE ARROYO ESTAT RD VIA FUENTE PRIMARY 37 151 3,177 36 73 60 Mod Marginal 31 27 48 10205 ARROYO DR VIA FUENTE SOUTHERN PACIFIC RR PRIMARY 37 211 4,432 39 74 60 Mod Fair 37 24 50 10700 ARROYO DR SOUTHERN PACIFIC RR COLLINS DR PRIMARY 37 245 5,153 48 64 80 Strng Fair 20 33 52 10591 ASHBOURNE LN EOP TRAILCREST DR LOCAL 43 42 892 69 63 80 Strng Good 5 26 67 10158 ASHBROOK LN EOP CHRISTIAN BARRETT DR LOCAL 38 81 1,708 62 52 60 Mod Fair 18 20 58 11530 ASHTREE ST INGLEWOOD ST E CLOVERDALE ST LOCAL 32 102 2,152 91 51 60 Mod V Good 0 9 77 10522 ASHTREE ST E CLOVERDALE ST KNOTTY PINE ST LOCAL 32 47 990 53 43 80 Strng Marginal 5 42 49 10631 ASHTREE ST KNOTTY PINE ST E MESA VERDE DR LOCAL 32 72 1,511 80 36 80 Strng Good 5 15 65 10309 ASHTREE ST E MESA VERDE DR E VISTAPARK DR LOCAL 32 85 1,790 64 48 80 Strng Fair 4 32 58 11301 ASPEN TREE CT KNOTTY PINE ST EOP LOCAL 42 48 1,006 87 43 80 Strng V Good 0 13 72 11778 ATLANTIS CT HERTZ ST EOP LOCAL 47 30 638 64 42 80 Strng Fair 13 23 56 10831 ATWOOD CT WILLOW CREEK LN EOP LOCAL 39 73 1,542 38 55 80 Strng Marginal 31 31 43 10283 AUBURN CI E LOYOLA ST E PURDUE ST LOCAL 33 48 1,005 71 54 80 Strng Good 6 23 65 11230 AUBURN CI E PURDUE ST EOP LOCAL 34 114 2,404 64 71 60 Mod Good 16 20 66 10076 AUTUMNGLEN CT WALNUT CREEK RD EOP LOCAL 37 99 2,087 50 85 80 Strng Good 13 37 61 10327 AUTUMNMEADOW CI COUNTRYMEADOW ST EOP LOCAL 43 40 831 45 45 80 Strng Marginal 29 26 44 10247 AVE COLONIA NOGALES AV VIRGINIA COLONY PL LOCAL 33 205 4,312 76 82 60 Mod V Good 5 19 78 11326 AVEDON RD BUTTER CREEK RD COTTONTAIL RD LOCAL 35 100 2,096 95 69 60 Mod Excellent 0 5 86 11533 AVEDON RD COTTONTAIL RD TALMADGE RD LOCAL 35 160 3,357 88 77 60 Mod V Good 1 12 84 10563 BAMBI CT PECAN AV N BENWOOD DR LOCAL 33 45 943 51 73 80 Strng Fair 16 33 58 11580 BAMBI CT N BENWOOD DR EOP LOCAL 38 113 2,380 55 66 60 Mod Fair 23 22 58 11249 BARD ST 3RD ST 2ND ST LOCAL 38 80 1,684 61 47 60 Mod Fair 21 18 56 10998 BARD ST 2ND ST 1ST ST LOCAL 38 80 1,685 81 50 80 Strng V Good 2 17 70 11547 BARD ST 1ST ST EOP LOCAL 38 38 798 75 68 60 Mod V Good 5 20 72 11540 BARD ST HIGH ST CHARLES ST LOCAL 36 74 1,554 68 51 80 Strng Good 9 23 62 11223 BAYLOR CI EOP N TULANE AV LOCAL 41 39 812 77 62 80 Strng V Good 0 23 72 IMS Infrastructure Management Services Appendix A page 2 of 24 45 City of Moorpark, CA
Street Inventory and Condition Summary - Sorted by Street Name Condition Summary GISID On Street From Street To Street FunCL Pavement Width (ft) Add Area (yd2) Pavement Area (yd2) Surface Distress Index (SDI) Roughness Index (RI) Structural Index (SI) Strength Rating Condition RatingLoad Assoc Distress Deducts (LADD)Non-Load Distress Deducts (NLAD)PCI Override (OPCI)OPCI DateCurrent Segment PCI (CPCI) 10346 BEAR VALLEY RD EOP GUNSMOKE RD LOCAL 39 64 1,353 69 53 80 Strng Good 9 22 63 10729 BEAR VALLEY RD GUNSMOKE RD MILL VALLEY RD LOCAL 36 160 3,354 75 77 60 Mod V Good 0 25 76 10530 BEAR VALLEY RD MILL VALLEY RD S LAURELHURST RD LOCAL 35 157 3,301 77 68 60 Mod V Good 4 19 74 11725 BEECHGROVE CT EOP MISTYGROVE ST LOCAL 38 138 2,888 70 59 80 Strng Good 3 27 66 11795 BELLA VISTA DR PEACH HILL RD BODEGA PL LOCAL 37 37 780 81 44 80 Strng Good 0 19 69 10817 BELLA VISTA DR BODEGA PL VIS LEVANA DR LOCAL 37 41 862 67 74 60 Mod Good 14 20 69 10653 BELLA VISTA DR VIS LEVANA DR BONITA HEIGHTS ST LOCAL 37 61 1,281 69 61 80 Strng Good 3 28 66 11237 BELLA VISTA DR BONITA HEIGHTS ST ADONIS PL LOCAL 37 152 3,196 63 59 80 Strng Good 0 37 61 11767 BELLA VISTA DR ADONIS PL VIS DEL VALLE DR LOCAL 37 82 1,723 48 70 80 Strng Fair 7 45 55 10585 BENDING OAK CT QUAILWOOD ST EOP LOCAL 48 142 2,975 36 57 60 Mod Marginal 38 26 43 11459 BENTCREEK RD COUNTRYWOOD DR STERLINGVIEW DR LOCAL 36 129 2,707 93 58 60 Mod V Good 0 7 82 10282 BENWOOD DR N BENWOOD DR COLLINS DR LOCAL 33 113 2,377 58 70 60 Mod Good 21 21 62 11242 BENWOOD DR BAMBI CT E BENWOOD DR LOCAL 32 49 1,036 67 55 80 Strng Good 12 21 63 11584 BERAGAN ST KERNVALE AV CAMPUS PARK DR LOCAL 39 42 889 81 12 80 Strng Fair 6 13 58 11691 BERKELEY CI E WESTWOOD ST E OXFORD CI LOCAL 33 56 1,170 69 65 60 Mod Good 12 19 67 10028 BERKELEY CI E OXFORD CI E AMHERST ST LOCAL 33 46 957 64 54 80 Strng Good 14 22 60 10476 BERKELEY CI E AMHERST ST EOP LOCAL 35 93 1,958 47 61 80 Strng Fair 15 38 51 10386 BERRYBROOK CT ALDERBROOK ST EOP LOCAL 36 134 2,804 70 55 80 Strng Good 5 25 65 10989 BITNER PL EOP CAMPUS CANYON DR LOCAL 41 56 1,169 82 47 80 Strng V Good 0 18 70 10090 BLACKSMITH CT EOP MILL VALLEY RD LOCAL 37 78 1,638 66 42 80 Strng Fair 4 29 58 11288 BLAIRWOOD DR TRAILCREST DR SPRINGTIME LN LOCAL 34 103 2,169 56 69 80 Strng Good 6 38 60 11071 BLAIRWOOD DR SPRINGTIME LN ELMROCK AV LOCAL 34 82 1,721 69 72 80 Strng V Good 3 28 70 10694 BLAIRWOOD DR ELMROCK AV CHRISTIAN BARRETT DR LOCAL 34 74 1,545 73 56 80 Strng Good 7 20 67 11877 BLOSSOMWOOD CT EOP MOUNTAIN MEADOW DR LOCAL 36 125 2,631 34 57 60 Mod Marginal 41 25 41 11484 BODEGA PL EOP BELLA VISTA DR LOCAL 38 51 1,075 73 48 80 Strng Good 8 19 64 11565 BONITA HEIGHTS ST BELLA VISTA DR VIS DEL VALLE DR LOCAL 38 200 4,202 48 68 80 Strng Fair 11 41 54 11522 BONNIE VIEW ST BONNIE VIEW DR AL LOCAL 20 22 467 77 31 80 Strng Good 1 22 61 10719 BONNIE VIEW ST AL BONNIE VIEW ST (SPUR) LOCAL 20 13 263 32 25 80 Strng Poor 20 20 29 11106 BONNIE VIEW ST AL BONNIE VIEW ST (SPUR) LOCAL 18 35 742 72 27 80 Strng Fair 15 13 57 11791 BONSAI AV TEJADA AV HERTZ ST LOCAL 36 72 1,510 44 65 60 Mod Fair 35 15 50 11688 BORGES CT UNIVERSITY DR EOP LOCAL 41 59 1,244 72 49 80 Strng Good 7 21 64 10005 BORGES DR EOP CAMPUS CANYON DR LOCAL 37 99 2,070 81 87 60 Mod V Good 0 19 83 11430 BORGES DR CAMPUS CANYON DR ALUMNI WY LOCAL 36 107 2,241 85 85 60 Mod V Good 3 12 85 10265 BORGES DR ALUMNI WY IMBACH PL LOCAL 36 126 2,656 89 90 60 Mod Excellent 0 11 90 10748 BORGES DR IMBACH PL UNIVERSITY DR LOCAL 36 48 1,014 83 64 60 Mod V Good 4 13 77 10986 BRAUN CT EOP CAMPUS CANYON DR LOCAL 37 148 3,106 80 68 60 Mod V Good 9 12 76 10007 BRAUN CT CAMPUS CANYON DR EOP LOCAL 36 137 2,880 85 62 60 Mod V Good 6 9 77 10926 BROADVIEW DR KINGSVIEW RD WOODHILL DR LOCAL 34 107 2,251 80 69 60 Mod V Good 8 12 76 10213 BROADVIEW DR WOODHILL DR KINGSVIEW RD LOCAL 33 27 572 76 73 60 Mod V Good 7 17 75 11479 BROADVIEW DR KINGSVIEW RD MANORVIEW CT LOCAL 33 116 2,426 79 81 60 Mod V Good 7 14 79 10214 BROADVIEW DR MANORVIEW CT COUNTRYWOOD DR LOCAL 33 210 4,411 76 74 60 Mod V Good 8 16 75 10711 BROOKDALE LN EOP LAURELHURST RD LOCAL 37 62 1,309 95 56 60 Mod V Good 0 5 82 10347 BROOKGLEN ST RIVERGLEN ST ALDERGLEN ST LOCAL 34 73 1,537 79 62 60 Mod V Good 6 15 73 IMS Infrastructure Management Services Appendix A page 3 of 24 46 City of Moorpark, CA
Street Inventory and Condition Summary - Sorted by Street Name Condition Summary GISID On Street From Street To Street FunCL Pavement Width (ft) Add Area (yd2) Pavement Area (yd2) Surface Distress Index (SDI) Roughness Index (RI) Structural Index (SI) Strength Rating Condition RatingLoad Assoc Distress Deducts (LADD)Non-Load Distress Deducts (NLAD)PCI Override (OPCI)OPCI DateCurrent Segment PCI (CPCI) 11515 BROOKHURST CT EOP WESTPORT ST LOCAL 45 40 842 33 52 60 Mod Poor 46 22 38 11086 BROOKHURST CT WESTPORT ST TIERRA REJADA RD LOCAL 33 32 680 60 41 80 Strng Fair 17 24 53 10209 BUBBLING BROOK ST ALDERBROOK ST ALDERBROOK ST LOCAL 33 153 3,219 71 57 60 Mod Good 10 19 66 11763 BUTTER CREEK RD PEPPER MILL ST N MEADOW ST LOCAL 38 134 2,824 72 79 60 Mod V Good 2 26 74 11764 BUTTER CREEK RD N MEADOW ST PEPPER MILL ST LOCAL 38 53 1,108 80 76 60 Mod V Good 0 20 79 10983 BUTTER CREEK RD PEPPER MILL ST AVEDON RD LOCAL 38 95 1,987 74 63 60 Mod V Good 9 17 70 10745 BUTTER CREEK RD AVEDON RD TALMADGE RD LOCAL 38 52 1,092 65 55 60 Mod Good 14 21 61 10260 BUTTER CREEK RD PEPPER MILL ST WILLOWOOD CT LOCAL 38 40 831 78 67 80 Strng V Good 0 22 74 11323 BUTTER CREEK RD WILLOWOOD CT CORALBERRY CT LOCAL 38 52 1,087 66 81 80 Strng V Good 0 34 71 11320 BUTTER CREEK RD CORALBERRY CT WILDFLOWER CT LOCAL 38 52 1,086 72 79 60 Mod V Good 5 23 74 10966 BUTTER CREEK RD WILDFLOWER CT POPPYGLEN CT LOCAL 38 52 1,086 68 80 60 Mod V Good 7 26 72 10069 BUTTER CREEK RD POPPYGLEN CT W LOS ANGELES AV LOCAL 38 90 1,900 64 57 80 Strng Good 12 25 61 10328 BUTTERFIELD LN EOP LAURELHURST RD LOCAL 37 63 1,313 96 55 60 Mod V Good 0 4 82 10757 CAMBRIDGE ST N WESTWOOD ST N TULANE AV LOCAL 33 70 1,465 68 77 60 Mod V Good 5 27 71 10756 CAMBRIDGE ST N TULANE AV HAPPY CAMP CANYON RD LOCAL 33 89 1,867 67 70 80 Strng Good 4 29 68 10602 CAMDEN CT EOP PAINTED SKY ST LOCAL 44 39 810 27 46 80 Strng Poor 40 33 33 11316 CAMDEN CT PAINTED SKY ST EOP LOCAL 41 58 1,219 51 52 60 Mod Fair 29 20 51 11700 CAMPUS CANYON DR COLLINS DR MONROE AV LOCAL 37 111 2,336 91 75 60 Mod Excellent 0 9 86 11445 CAMPUS CANYON DR MONROE AV STANLEY CT LOCAL 37 97 2,040 83 77 60 Mod V Good 3 14 81 10277 CAMPUS CANYON DR STANLEY CT SOSNA CT LOCAL 37 38 790 83 64 60 Mod V Good 0 17 77 11333 CAMPUS CANYON DR SOSNA CT THIONNET PL LOCAL 37 24 506 71 72 60 Mod V Good 13 16 71 10550 CAMPUS CANYON DR THIONNET PL BITNER PL LOCAL 37 36 759 77 82 60 Mod V Good 5 18 79 10438 CAMPUS CANYON DR BITNER PL MAHAN CT LOCAL 37 38 806 80 75 60 Mod V Good 0 20 78 10751 CAMPUS CANYON DR MAHAN CT RAINS CT LOCAL 37 18 376 79 71 60 Mod V Good 0 21 76 10987 CAMPUS CANYON DR RAINS CT SEITZ CT LOCAL 37 55 1,158 82 77 60 Mod V Good 6 12 80 11328 CAMPUS CANYON DR SEITZ CT BRAUN CT LOCAL 37 63 1,315 80 75 60 Mod V Good 2 18 78 10153 CAMPUS CANYON DR BRAUN CT MALLORY CT LOCAL 37 74 1,552 83 60 60 Mod V Good 2 15 75 11431 CAMPUS CANYON DR MALLORY CT BORGES DR LOCAL 37 72 1,505 94 60 60 Mod V Good 0 6 83 11116 CAMPUS PARK DR HAPPY CAMP CANYON RD LOYOLA ST LOCAL 32 190 3,994 65 55 80 Strng Good 10 24 61 10780 CAMPUS PARK DR LOYOLA ST PRINCETON AV LOCAL 77 234 4,906 67 45 80 Strng Fair 7 26 59 11583 CAMPUS PARK DR PRINCETON AV JULLIARD AV SECONDARY 75 374 7,856 70 48 80 Strng Good 8 22 63 11720 CAMPUS PARK DR JULLIARD AV PENN ST SECONDARY 75 495 10,395 61 58 80 Strng Fair 12 27 60 10020 CAMPUS PARK DR PENN ST MARQUETTE ST SECONDARY 75 489 10,271 50 49 80 Strng Marginal 22 27 49 10021 CAMPUS PARK DR MARQUETTE ST PECAN AV SECONDARY 75 156 3,276 76 52 60 Mod Good 12 12 67 10163 CAMPUS PARK DR PECAN AV COLLINS DR SECONDARY 75 350 7,343 56 58 60 Mod Fair 26 18 56 10856 CAMPUS PARK DR COLLINS DR COLLEGE VIEW AV SECONDARY 69 177 3,727 71 47 60 Mod Good 13 16 62 11243 CAMPUS PARK DR COLLEGE VIEW AV DELFEN ST SECONDARY 66 220 4,623 69 60 60 Mod Good 10 21 66 11721 CAMPUS PARK DR DELFEN ST BERAGAN ST SECONDARY 66 173 3,631 80 43 80 Strng Good 0 20 67 11556 CANARIO CT WILLIAMS RANCH RD EOP LOCAL 39 47 993 72 43 80 Strng Good 8 20 62 11773 CANDLEWOOD CT CHRISTIAN BARRETT DR SHADY POINT DR LOCAL 34 35 731 24 66 60 Mod Poor 51 25 37 10786 CANDLEWOOD CT SHADY POINT DR CEDAR GROVE LN LOCAL 34 36 753 33 71 60 Mod Marginal 43 24 45 11770 CANDLEWOOD CT CEDAR GROVE LN EOP LOCAL 48 26 556 31 56 60 Mod Poor 39 30 39 10502 CANYONLANDS RD E MESA VERDE DR E VISTAPARK DR LOCAL 33 86 1,796 75 60 60 Mod V Good 9 16 70 IMS Infrastructure Management Services Appendix A page 4 of 24 47 City of Moorpark, CA
Street Inventory and Condition Summary - Sorted by Street Name Condition Summary GISID On Street From Street To Street FunCL Pavement Width (ft) Add Area (yd2) Pavement Area (yd2) Surface Distress Index (SDI) Roughness Index (RI) Structural Index (SI) Strength Rating Condition RatingLoad Assoc Distress Deducts (LADD)Non-Load Distress Deducts (NLAD)PCI Override (OPCI)OPCI DateCurrent Segment PCI (CPCI) 11099 CANYONWOOD CT WINTERGREEN LN EOP LOCAL 37 138 2,905 68 63 60 Mod Good 10 22 66 11297 CASEY RD WALNUT CANYON RD EOP LOCAL 40 184 3,868 77 54 60 Mod Good 7 16 69 11300 CEDAR BRANCH CT KNOTTY PINE ST EOP LOCAL 42 49 1,022 82 47 60 Mod V Good 7 11 70 11771 CEDAR GROVE LN EOP CANDLEWOOD CT LOCAL 53 25 526 30 46 60 Mod Poor 44 25 35 10853 CEDAR SPRINGS ST MOUNTAIN MEADOW DR TORINO ST LOCAL 38 150 3,144 64 75 60 Mod Good 17 19 68 11351 CEDAR SPRINGS ST TORINO ST HONEYBROOK CT LOCAL 38 77 1,607 68 77 60 Mod V Good 14 18 71 10114 CEDAR SPRINGS ST HONEYBROOK CT MOUNTAIN TRAIL ST LOCAL 38 84 1,754 57 56 60 Mod Fair 23 20 56 11661 CEDARDALE RD SAGEWOOD DR PINEDALE RD LOCAL 33 91 1,916 62 57 60 Mod Good 19 19 60 11496 CEDARGLEN CT WALNUT CREEK RD EOP LOCAL 38 111 2,334 34 67 60 Mod Marginal 31 35 45 10973 CEDARMEADOW CT DEERMEADOW ST EOP LOCAL 41 60 1,264 52 52 60 Mod Fair 23 24 52 10409 CEDARPINE LN N CEDARPINE LN WOODLAKE MANOR LOCAL 32 41 865 62 54 80 Strng Fair 9 29 59 10102 CEDARPINE LN WOODLAKE MANOR CHRISTIAN BARRETT DR LOCAL 32 76 1,598 54 58 60 Mod Fair 22 24 55 10173 CEDARPINE LN E CEDARPINE LN GROVEDALE LN LOCAL 33 62 1,311 67 68 80 Strng Good 6 27 67 11272 CEDARPINE LN GROVEDALE LN CHRISTIAN BARRETT DR LOCAL 33 60 1,258 55 65 60 Mod Fair 24 21 58 10116 CEDARPINE LN CHRISTIAN BARRETT DR DONNYBROOK LN LOCAL 37 58 1,225 48 37 80 Strng Marginal 29 24 44 10820 CEDARPINE LN DONNYBROOK LN DEERING LN LOCAL 37 54 1,124 18 62 60 Mod Poor 60 22 32 10357 CEDARPINE LN DEERING LN HILBURN CT LOCAL 37 54 1,133 28 79 60 Mod Marginal 45 27 45 10088 CEDARPINE LN HILBURN CT SHADY POINT DR LOCAL 37 43 912 25 76 60 Mod Marginal 53 22 42 11543 CEDARPINE LN SHADY POINT DR GUNSMOKE RD LOCAL 37 56 1,166 43 73 60 Mod Fair 35 22 53 10055 CHALLENGER CT MAUREEN LN EOP LOCAL 43 78 1,643 66 65 80 Strng Good 0 34 65 10872 CHAMPIONSHIP DR GRIMES CANYON RD RAWLS RD LOCAL 42 166 3,489 87 68 60 Mod V Good 8 5 80 10874 CHAMPIONSHIP DR RAWLS RD TREVINO DR LOCAL 44 173 3,636 87 79 60 Mod V Good 6 8 84 11363 CHAMPIONSHIP DR TREVINO DR NELSON RD LOCAL 50 976 20,494 94 79 60 Mod Excellent 4 2 89 11815 CHAMPIONSHIP DR NELSON RD SNEAD DR LOCAL 40 260 5,462 86 80 60 Mod V Good 0 15 83 11153 CHAMPIONSHIP DR SNEAD DR NELSON RD LOCAL 40 839 17,609 91 92 60 Mod Excellent 6 4 91 11594 CHAMPIONSHIP DR NELSON RD WALNUT CANYON RD LOCAL 40 169 3,551 89 66 60 Mod V Good 5 6 81 10775 CHAPMAN PL REEDLEY ST EOP LOCAL 40 133 2,789 38 44 80 Strng Poor 16 41 39 11309 CHARLES ST MOORPARK AV WALNUT ST LOCAL 34 69 1,449 90 51 60 Mod V Good 0 10 77 11733 CHARLES ST WALNUT ST BARD ST LOCAL 34 91 1,905 80 61 60 Mod V Good 6 13 74 10249 CHARLES ST BARD ST MAGNOLIA ST LOCAL 34 50 1,051 91 71 60 Mod V Good 3 7 84 11531 CHARLES ST MAGNOLIA ST AL LOCAL 34 28 578 83 77 60 Mod V Good 9 8 81 11310 CHARLES ST AL AL LOCAL 34 92 1,924 75 79 60 Mod V Good 13 12 76 11163 CHARLES ST AL SPRING RD LOCAL 34 90 1,884 74 54 60 Mod Good 13 14 67 10885 CHARLES ST SPRING RD SIR GEORGE CT LOCAL 34 31 645 69 51 60 Mod Good 12 18 63 11537 CHARLES ST SIR GEORGE CT LUCILLE CI LOCAL 34 144 3,025 67 67 60 Mod Good 12 20 67 11307 CHARLES ST LUCILLE CI WARREN CI LOCAL 34 52 1,095 57 71 60 Mod Good 23 21 61 11731 CHARLES ST WARREN CI HEDYLAND CT LOCAL 34 59 1,237 58 66 60 Mod Good 22 21 60 10042 CHARLES ST HEDYLAND CT EOP LOCAL 43 47 995 64 42 80 Strng Fair 16 19 57 11084 CHERRY GROVE ST EOP HEATHERWOOD HOLLOW AV LOCAL 36 159 3,333 72 63 80 Strng Good 4 24 69 10331 CHERRY GROVE ST HEATHERWOOD HOLLOW AV MISTYGROVE ST LOCAL 33 222 4,669 66 69 60 Mod Good 13 21 67 11827 CHESTERFIELD DR ROLLING KNOLL RD FERN VALLEY CT LOCAL 37 19 399 73 55 80 Strng Good 7 20 66 10193 CHESTERFIELD DR FERN VALLEY CT MCBETH CT LOCAL 37 52 1,096 67 73 60 Mod Good 13 21 69 10496 CHESTERFIELD DR MCBETH CT MILL VALLEY RD LOCAL 37 56 1,166 47 73 60 Mod Fair 31 23 55 IMS Infrastructure Management Services Appendix A page 5 of 24 48 City of Moorpark, CA
Street Inventory and Condition Summary - Sorted by Street Name Condition Summary GISID On Street From Street To Street FunCL Pavement Width (ft) Add Area (yd2) Pavement Area (yd2) Surface Distress Index (SDI) Roughness Index (RI) Structural Index (SI) Strength Rating Condition RatingLoad Assoc Distress Deducts (LADD)Non-Load Distress Deducts (NLAD)PCI Override (OPCI)OPCI DateCurrent Segment PCI (CPCI) 11747 CHESTNUT RIDGE ST EOP QUAILWOOD ST LOCAL 40 152 3,197 38 72 60 Mod Marginal 36 26 49 10333 CHESTNUT RIDGE ST QUAILWOOD ST TIMBERVIEW CT LOCAL 36 83 1,739 37 78 60 Mod Fair 34 25 50 10133 CHESTNUT RIDGE ST TIMBERVIEW CT MAPLECREST ST LOCAL 36 72 1,505 30 61 60 Mod Marginal 44 20 40 10595 CHESTNUT RIDGE ST MAPLECREST ST MOUNTAIN MEADOW DR LOCAL 36 33 699 27 46 60 Mod Poor 45 28 33 10571 CHRISTIAN BARRETT DR WILLIAMS RANCH RD BLAIRWOOD DR LOCAL 40 39 813 70 50 60 Mod Good 13 16 63 10804 CHRISTIAN BARRETT DR BLAIRWOOD DR VINEWOOD LN LOCAL 40 42 873 70 80 60 Mod V Good 12 18 74 11027 CHRISTIAN BARRETT DR VINEWOOD LN TRAILCREST DR LOCAL 40 143 2,997 74 77 60 Mod V Good 10 17 75 11554 CHRISTIAN BARRETT DR TRAILCREST DR CANDLEWOOD CT LOCAL 40 84 1,761 74 54 60 Mod Good 10 16 67 11569 CHRISTIAN BARRETT DR CANDLEWOOD CT N CEDARPINE LN LOCAL 40 101 2,127 71 67 60 Mod Good 13 16 69 11082 CHRISTIAN BARRETT DR N CEDARPINE LN E CEDARPINE LN LOCAL 40 145 3,055 64 66 60 Mod Good 17 19 65 10842 CHRISTIAN BARRETT DR E CEDARPINE LN ASHBROOK LN LOCAL 40 59 1,238 69 65 60 Mod Good 12 19 67 10130 CHRISTIAN BARRETT DR ASHBROOK LN SHADY KNOLL CT LOCAL 40 46 961 67 59 60 Mod Good 20 14 64 10596 CHRISTIAN BARRETT DR SHADY KNOLL CT HATFIELD CT LOCAL 40 185 3,879 70 69 60 Mod Good 13 16 70 10839 CHRISTIAN BARRETT DR HATFIELD CT SOUTHHAMPTON RD LOCAL 40 102 2,150 70 68 60 Mod Good 11 19 69 10581 CHRISTIAN BARRETT DR SOUTHHAMPTON RD WILLOW CREEK LN LOCAL 40 92 1,937 70 76 60 Mod V Good 13 18 72 11279 CHRISTIAN BARRETT DR WILLOW CREEK LN OAKCLIFF DR LOCAL 40 77 1,627 74 75 60 Mod V Good 9 17 74 11785 CHRISTIAN BARRETT DR OAKCLIFF DR SPRING RD LOCAL 40 44 921 78 46 80 Strng Good 4 18 67 11542 CLAVELE AV GRANADILLA DR INGLEWOOD ST LOCAL 36 60 1,257 74 47 60 Mod Good 11 15 65 10344 CLAVELE CT INGLEWOOD ST EOP LOCAL 40 66 1,377 82 63 60 Mod V Good 1 17 75 10697 CLEARCREEK CT EOP PEPPER MILL ST LOCAL 38 135 2,834 87 64 60 Mod V Good 1 12 79 10666 CLEARWOOD RD COUNTRYWOOD DR NORTHDALE DR LOCAL 36 35 733 89 72 60 Mod V Good 0 11 83 11199 CLEARWOOD RD PINEDALE RD COUNTRYWOOD DR LOCAL 37 39 825 74 44 60 Mod Good 11 14 64 11662 CLEARWOOD RD PINEDALE RD PINEDALE RD LOCAL 34 147 3,083 83 77 60 Mod V Good 6 11 81 10794 CLEMSON ST COLLEGE HEIGHTS DR COLLEGE HEIGHTS DR LOCAL 36 218 4,572 67 41 60 Mod Fair 17 16 58 11499 CLIFFROSE AV WINTER AV CRYSTAL RANCH RD LOCAL 33 86 1,814 53 75 60 Mod Good 24 23 60 11053 CLIFFROSE AV CRYSTAL RANCH RD SUMMER ST LOCAL 33 45 950 55 65 60 Mod Fair 25 19 58 10091 CLOVERDALE ST E CLOVERDALE ST EOP LOCAL 32 6 127 96 37 60 Mod V Good 0 4 76 11831 CLOVERDALE ST CLOVERDALE ST N ASHTREE ST LOCAL 32 78 1,645 100 77 60 Mod Excellent 0 0 92 11513 CLOVERDALE ST N ASHTREE ST E ANNETTE ST LOCAL 32 106 2,231 97 79 60 Mod Excellent 0 4 91 11526 CLOVERDALE ST E ANNETTE ST HONEYBEE ST LOCAL 32 45 949 96 71 60 Mod Excellent 0 4 87 11364 CLOVERDALE ST HONEYBEE ST INGLEWOOD ST LOCAL 32 18 382 98 59 60 Mod V Good 0 2 85 10096 CLOVERDALE ST INGLEWOOD ST CLOVERDALE ST LOCAL 33 100 2,091 99 77 60 Mod Excellent 0 2 91 11775 COLIBRI CT WILLIAMS RANCH RD EOP LOCAL 47 41 860 51 37 80 Strng Marginal 9 40 46 10822 COLLEGE HEIGHTS DR E WESTWOOD ST CLEMSON ST LOCAL 38 218 4,577 50 65 60 Mod Fair 29 20 55 11585 COLLEGE HEIGHTS DR CLEMSON ST CLEMSON ST LOCAL 38 164 3,436 77 80 60 Mod V Good 0 23 78 11718 COLLEGE HEIGHTS DR CLEMSON ST LAFAYETTE ST LOCAL 38 213 4,469 72 73 60 Mod V Good 12 16 72 10013 COLLEGE HEIGHTS DR LAFAYETTE ST E LOYOLA ST LOCAL 38 60 1,260 67 66 60 Mod Good 14 19 66 11252 COLLEGE VIEW AV EOP CAMPUS PARK DR LOCAL 60 222 4,661 26 63 80 Strng Poor 30 22 38 10752 COLLEGIATE CT EOP PECAN AV LOCAL 45 40 843 76 38 80 Strng Good 0 24 63 10408 COLLINS DR 118 EB OFF COLLINS RAMP COLLINS ON 118 EB RAMP PRIMARY 60 106 2,224 47 55 80 Strng Marginal 13 34 49 10469 COLLINS DR COLLINS ON 118 EB RAMP E 118TH FW PRIMARY 63 13 279 100 86 60 Mod Excellent 0 0 95 10229 COLLINS DR E 118TH FW W 118TH FW SECONDARY 63 31 647 98 87 60 Mod Excellent 0 2 94 10233 COLLINS DR W 118TH FW 118 WB OFF COLLINS RAMP SECONDARY 60 123 2,585 32 61 80 Strng Marginal 29 31 42 IMS Infrastructure Management Services Appendix A page 6 of 24 49 City of Moorpark, CA
Street Inventory and Condition Summary - Sorted by Street Name Condition Summary GISID On Street From Street To Street FunCL Pavement Width (ft) Add Area (yd2) Pavement Area (yd2) Surface Distress Index (SDI) Roughness Index (RI) Structural Index (SI) Strength Rating Condition RatingLoad Assoc Distress Deducts (LADD)Non-Load Distress Deducts (NLAD)PCI Override (OPCI)OPCI DateCurrent Segment PCI (CPCI) 10951 COLLINS DR 118 WB OFF COLLINS RAMP CAMPUS PARK DR SECONDARY 80 271 5,694 57 76 60 Mod Good 23 20 63 11119 COLLINS DR CAMPUS PARK DR E BENWOOD DR LOCAL 62 190 3,997 65 66 80 Strng Good 5 30 65 10772 COLLINS DR E BENWOOD DR ATHLETIC FIELDS LOCAL 62 60 1,268 54 68 80 Strng Fair 16 30 58 10194 COLLINS DR ATHLETIC FIELDS CAMPUS CANYON DR LOCAL 60 258 5,416 69 76 80 Strng V Good 2 29 71 10629 COLLINS DR CAMPUS CANYON DR SHAKESPEARE PL LOCAL 58 363 7,617 67 82 80 Strng V Good 2 31 72 10628 COLLINS DR SHAKESPEARE PL CAMPUS DR LOCAL 58 293 6,143 62 77 60 Mod Good 11 27 67 10385 COLLINS DR CAMPUS DR P LOT AA LOCAL 58 253 5,312 70 83 80 Strng V Good 0 30 74 11103 COLLINS DR P LOT AA CAMPUS DR LOCAL 58 86 1,800 71 62 80 Strng Good 0 29 68 11031 COLUMBIA AV E AMHERST ST E LOYOLA ST LOCAL 33 100 2,101 67 67 80 Strng Good 5 28 67 11282 COMMERCE AV GABBERT RD POINDEXTER AV LOCAL 38 385 8,080 55 60 60 Mod Fair 25 20 56 11303 CONDOR DR VIRGINIA COLONY PL PRINCETON AV LOCAL 35 557 11,689 59 68 60 Mod Good 16 25 62 11073 CONEJO MESA ST VIEW MESA ST SLEEPY WIND ST LOCAL 33 53 1,104 65 61 80 Strng Good 10 24 63 10577 CONEJO MESA ST SLEEPY WIND ST SILVER CREEK ST LOCAL 33 53 1,120 73 66 60 Mod V Good 10 17 70 10846 CORAL CREST CT EOP WALNUT CREEK RD LOCAL 45 29 608 56 31 80 Strng Marginal 22 22 47 10060 CORALBERRY CT BUTTER CREEK RD EOP LOCAL 37 123 2,573 84 62 60 Mod V Good 3 13 77 11692 CORNELL CI HARTFORD ST EOP LOCAL 35 66 1,393 71 55 80 Strng Good 3 26 65 10052 CORNETT AV AL POINDEXTER AV LOCAL 38 182 3,823 73 60 60 Mod Good 11 16 69 11742 COTTONTAIL RD TALMADGE RD AVEDON RD LOCAL 34 47 984 94 40 60 Mod V Good 1 5 76 10451 COUNTRYHILL RD MOUNTAIN TRAIL ST COUNTRY CREEK CT LOCAL 37 101 2,131 64 74 60 Mod Good 12 25 67 10450 COUNTRYHILL RD COUNTRY CREEK CT SAGEWOOD DR LOCAL 37 75 1,579 70 69 60 Mod Good 12 18 70 10449 COUNTRYHILL RD SAGEWOOD DR FLOWERCREEK DR LOCAL 37 46 974 80 82 60 Mod V Good 1 19 81 11884 COUNTRYHILL RD FLOWERCREEK DR COUNTRYWOOD DR LOCAL 37 85 1,785 80 76 60 Mod V Good 5 9 78 10319 COUNTRYMEADOW ST WALNUT CREEK RD SUNSETMEADOW CT LOCAL 36 77 1,627 67 74 60 Mod Good 10 23 69 10072 COUNTRYMEADOW ST SUNSETMEADOW CT VISTAMEADOW CT LOCAL 36 49 1,039 48 79 80 Strng Fair 12 41 58 10705 COUNTRYMEADOW ST VISTAMEADOW CT TERRACEMEADOW CT LOCAL 36 46 973 43 79 80 Strng Fair 19 38 55 11528 COUNTRYMEADOW ST EOP DEERMEADOW ST LOCAL 41 49 1,031 42 58 60 Mod Marginal 36 22 47 10377 COUNTRYMEADOW ST DEERMEADOW ST AUTUMNMEADOW CI LOCAL 36 95 2,005 48 81 60 Mod Fair 21 31 59 11606 COUNTRYMEADOW ST AUTUMNMEADOW CI TERRACEMEADOW CT LOCAL 36 56 1,180 61 77 60 Mod Good 19 21 66 10444 COUNTRYWOOD DR TIERRA REJADA RD CLEARWOOD RD LOCAL 37 116 2,426 80 65 60 Mod V Good 10 9 75 11880 COUNTRYWOOD DR CLEARWOOD RD TIMBERDALE RD LOCAL 37 98 2,061 89 91 60 Mod Excellent 1 11 89 10212 COUNTRYWOOD DR TIMBERDALE RD BROADVIEW DR LOCAL 37 152 3,200 86 91 60 Mod Excellent 5 9 87 11881 COUNTRYWOOD DR BROADVIEW DR COUNTRYHILL RD LOCAL 37 31 648 87 53 60 Mod V Good 0 13 76 11882 COUNTRYWOOD DR COUNTRYHILL RD STERLINGVIEW DR LOCAL 37 156 3,282 79 86 60 Mod V Good 8 13 81 11659 COUNTRYWOOD DR STERLINGVIEW DR BENTCREEK RD LOCAL 37 61 1,281 77 81 60 Mod V Good 3 20 78 11195 COUNTRYWOOD DR BENTCREEK RD WOODHILL DR LOCAL 37 88 1,838 82 68 60 Mod V Good 0 18 77 11524 COURTNEY LN TALMADGE RD TIERRA REJADA RD LOCAL 33 31 658 76 35 80 Strng Good 2 22 62 11736 COURTNEY LN TIERRA REJADA RD PENROSE AV LOCAL 38 37 769 43 48 60 Mod Marginal 33 25 44 10526 COURTNEY LN PENROSE AV HEATHER CT LOCAL 34 54 1,143 42 77 60 Mod Fair 36 22 54 11525 COURTNEY LN HEATHER CT ELDERBERRY AV LOCAL 34 54 1,143 29 66 60 Mod Marginal 39 31 41 10825 CREIGHTON CI HARTFORD ST EOP LOCAL 37 63 1,320 78 65 80 Strng V Good 0 22 73 11723 CRESCENTMEADOW CT WALNUT CREEK RD EOP LOCAL 39 72 1,502 45 60 60 Mod Fair 28 27 50 10573 CRYSTAL RANCH RD EOP WESTMONT DR LOCAL 40 53 1,116 46 67 80 Strng Fair 19 35 53 10828 CRYSTAL RANCH RD WESTMONT DR DONEVA RD LOCAL 34 69 1,451 34 71 60 Mod Marginal 33 33 46 IMS Infrastructure Management Services Appendix A page 7 of 24 50 City of Moorpark, CA
Street Inventory and Condition Summary - Sorted by Street Name Condition Summary GISID On Street From Street To Street FunCL Pavement Width (ft) Add Area (yd2) Pavement Area (yd2) Surface Distress Index (SDI) Roughness Index (RI) Structural Index (SI) Strength Rating Condition RatingLoad Assoc Distress Deducts (LADD)Non-Load Distress Deducts (NLAD)PCI Override (OPCI)OPCI DateCurrent Segment PCI (CPCI) 10869 CRYSTAL RANCH RD DONEVA RD WALNUT CREEK RD LOCAL 34 68 1,428 47 69 60 Mod Fair 25 28 54 10627 CRYSTAL RANCH RD WALNUT CREEK RD OAK GLEN CT LOCAL 34 46 971 57 56 60 Mod Fair 22 21 57 11390 CRYSTAL RANCH RD OAK GLEN CT CLIFFROSE AV LOCAL 34 49 1,025 52 72 60 Mod Fair 26 22 58 10394 DAISY CT EOP PEPPER MILL ST LOCAL 42 76 1,600 93 54 60 Mod V Good 0 7 80 10777 DARTMOUTH CI E WESTWOOD ST EOP LOCAL 40 44 930 52 40 80 Strng Marginal 11 37 47 10970 DEEPWELL LN E QUAIL SUMMIT RD EOP LOCAL 42 46 961 86 44 60 Mod V Good 4 10 72 11829 DEERING LN N CEDARPINE LN EOP LOCAL 36 153 3,204 35 68 60 Mod Marginal 43 23 45 10725 DEERMEADOW ST WALNUT CREEK RD CEDARMEADOW CT LOCAL 38 76 1,596 56 62 60 Mod Fair 17 22 58 10094 DEERMEADOW ST CEDARMEADOW CT COUNTRYMEADOW ST LOCAL 38 70 1,469 46 79 80 Strng Fair 18 36 56 11245 DELFEN ST KERNVALE AV CAMPUS PARK DR LOCAL 37 35 741 67 22 80 Strng Fair 13 19 52 10904 DENALI CT EOP GISLER RD LOCAL 47 64 1,342 86 44 80 Strng V Good 0 14 72 10982 DIABLO AV SIERRA AV SHASTA AV LOCAL 32 79 1,662 97 48 60 Mod V Good 0 3 81 11501 DISCOVERY CT MAUREEN LN EOP LOCAL 42 78 1,635 75 63 60 Mod V Good 13 12 70 10098 DONEVA RD EOP CRYSTAL RANCH RD LOCAL 38 86 1,805 61 65 60 Mod Good 16 23 62 11104 DONNYBROOK LN N CEDARPINE LN WEEPING WILLOW DR LOCAL 38 65 1,365 67 63 60 Mod Good 13 20 65 11392 DONNYBROOK LN WEEPING WILLOW DR SOUTHHAMPTON RD LOCAL 38 108 2,271 70 73 60 Mod V Good 7 22 71 10156 DONNYBROOK LN SOUTHHAMPTON RD EOP LOCAL 41 105 2,203 60 66 60 Mod Good 20 20 62 10551 DORIS CT EOP SHAKESPEARE PL LOCAL 39 76 1,592 72 68 60 Mod V Good 12 16 70 11334 DORIS CT SHAKESPEARE PL EOP LOCAL 35 85 1,775 83 72 60 Mod V Good 6 11 79 11756 DOROTHY AV MILLARD ST HARRY ST LOCAL 35 194 4,074 87 72 60 Mod V Good 0 13 82 10482 DRACENA AV OVERLY ST LINVILLE CT LOCAL 32 42 887 49 48 80 Strng Marginal 19 33 48 10806 DRACENA AV LINVILLE CT GRANDSEN CT LOCAL 32 52 1,087 53 57 80 Strng Fair 11 35 54 11035 DRACENA AV GRANDSEN CT MELRAY ST LOCAL 32 52 1,090 64 50 80 Strng Fair 15 21 59 11253 DUKE ST RAND ST STANFORD ST LOCAL 28 85 1,795 68 63 60 Mod Good 15 17 66 10062 ELDERBERRY AV HARVESTER ST COURTNEY LN LOCAL 32 104 2,189 43 82 60 Mod Fair 35 22 55 10723 ELDERBERRY AV COURTNEY LN NIGHTINGALE ST LOCAL 32 79 1,649 48 71 60 Mod Fair 27 25 55 10411 ELK RUN LP SPRING RD TIMBER HOLLOW AV LOCAL 60 260 5,451 80 77 60 Mod V Good 8 12 79 11165 ELK RUN LP TIMBER HOLLOW AV SAWMILL WY LOCAL 38 186 3,899 90 78 60 Mod Excellent 0 10 86 11439 ELK RUN LP SAWMILL WY SHEELER WY LOCAL 44 122 2,566 86 82 60 Mod V Good 0 14 85 11191 ELK RUN LP SHEELER WY GROTTOES WY LOCAL 54 210 4,402 89 81 60 Mod Excellent 0 12 86 10938 ELK RUN LP GROTTOES WY CURA DR LOCAL 58 72 1,522 72 81 60 Mod V Good 6 22 75 11467 ELK RUN LP CURA DR ELK RUN WY LOCAL 58 221 4,640 76 73 60 Mod V Good 8 16 75 10695 ELMROCK AV BLAIRWOOD DR SUMMERSHADE LN LOCAL 32 47 988 72 68 80 Strng V Good 3 25 70 11492 ELMROCK AV SUMMERSHADE LN TRAILCREST DR LOCAL 32 83 1,737 68 62 60 Mod Good 9 22 66 10037 ENDEAVOUR CT EOP POINDEXTER AV LOCAL 48 76 1,593 98 45 60 Mod V Good 0 2 80 11283 ESTHER AV MILLARD ST HARRY ST LOCAL 37 220 4,619 95 68 60 Mod Excellent 3 1 86 10307 EVEREST AV EOP SHASTA AV LOCAL 27 20 410 96 43 60 Mod V Good 0 4 78 11728 EVERETT ST MOORPARK AV WALNUT ST LOCAL 32 65 1,364 67 60 60 Mod Good 12 20 65 10718 EVERETT ST WALNUT ST MAGNOLIA ST LOCAL 32 132 2,782 75 65 60 Mod V Good 15 11 71 10339 FAIRBROOK LN E QUAIL SUMMIT RD EOP LOCAL 39 53 1,117 82 49 60 Mod V Good 10 9 71 10800 FERN VALLEY CT CHESTERFIELD DR EOP LOCAL 37 78 1,642 79 57 80 Strng V Good 3 19 71 10727 FIRESIDE LN E QUAIL SUMMIT RD EOP LOCAL 39 54 1,136 93 41 60 Mod V Good 1 6 75 10543 FITCH AV MINOR ST EOP LOCAL 50 53 1,113 66 59 80 Strng Good 3 31 63 IMS Infrastructure Management Services Appendix A page 8 of 24 51 City of Moorpark, CA
Street Inventory and Condition Summary - Sorted by Street Name Condition Summary GISID On Street From Street To Street FunCL Pavement Width (ft) Add Area (yd2) Pavement Area (yd2) Surface Distress Index (SDI) Roughness Index (RI) Structural Index (SI) Strength Rating Condition RatingLoad Assoc Distress Deducts (LADD)Non-Load Distress Deducts (NLAD)PCI Override (OPCI)OPCI DateCurrent Segment PCI (CPCI) 11616 FLINN AV SPRING RD MINOR ST LOCAL 43 118 2,468 52 46 60 Mod Fair 33 15 50 11354 FLINN AV MINOR ST ZACHARY ST LOCAL 45 129 2,715 67 63 60 Mod Good 13 19 66 11123 FLORY AV E LOS ANGELES AV MOONSONG CT LOCAL 38 35 734 83 45 80 Strng V Good 0 17 70 11122 FLORY AV MOONSONG CT 3RD ST LOCAL 44 223 4,684 70 64 80 Strng Good 3 26 68 11883 FLOWERCREEK DR COUNTRYHILL RD LAURELVIEW DR LOCAL 38 41 861 89 41 80 Strng V Good 2 9 72 11088 FLOWERWOOD CT EOP QUAILWOOD ST LOCAL 39 96 2,006 24 53 60 Mod Poor 50 26 33 11292 FORESTGLEN CT WALNUT CREEK RD EOP LOCAL 39 64 1,342 53 60 60 Mod Fair 23 23 55 11329 FRESHMAN CT UNIVERSITY DR EOP LOCAL 43 41 866 75 36 80 Strng Good 9 16 62 10905 FUJI ST OLYMPUS ST GISLER RD LOCAL 34 61 1,288 93 70 60 Mod Excellent 0 7 85 10066 GABBERT RD W LOS ANGELES AV N COMMERCE AV LOCAL 49 121 2,543 95 50 60 Mod V Good 4 1 85 5/30/22 85 10701 GABBERT RD N COMMERCE AV POINDEXTER AV LOCAL 49 305 6,396 97 58 60 Mod V Good 0 3 85 5/30/22 85 10263 GABBERT RD POINDEXTER AV SOUTHERN PACIFIC RR LOCAL 48 27 558 81 29 60 Mod Good 13 6 63 11181 GABBERT RD SOUTHERN PACIFIC RR GOLDBAR DR LOCAL 22 20 411 80 48 80 Strng Good 0 20 69 11634 GABBERT RD GOLDBAR DR ELWIN LN LOCAL 20 194 4,084 60 63 80 Strng Good 7 33 61 11727 GABBERT RD ELWIN LN ASPEN HILLS RD LOCAL 20 204 4,290 53 56 80 Strng Fair 20 27 54 11457 GENTLEWOOD DR EOP WESTDALE RD LOCAL 42 45 943 84 34 80 Strng Good 7 9 67 10741 GENTLEWOOD DR WESTDALE RD EOP LOCAL 35 81 1,700 81 65 60 Mod V Good 5 14 76 11015 GISLER RD OLYMPUS ST FUJI ST LOCAL 38 47 994 87 59 60 Mod V Good 0 13 78 11370 GISLER RD FUJI ST DENALI CT LOCAL 38 51 1,062 90 75 60 Mod Excellent 0 10 85 11844 GISLER RD DENALI CT RAINIER ST LOCAL 38 44 926 96 72 60 Mod Excellent 1 3 87 10036 GISLER RD RAINIER ST REYES ST LOCAL 38 41 860 96 83 60 Mod Excellent 0 4 91 10758 GISLER RD REYES ST POINDEXTER AV LOCAL 38 28 596 94 48 60 Mod V Good 0 6 78 11291 GOLDMAN AV W LOS ANGELES AV TEJADA AV LOCAL 37 138 2,900 48 70 60 Mod Fair 28 24 54 10087 GOLONDRINA ST EOP PALOMITAS CI LOCAL 38 80 1,674 58 61 80 Strng Fair 2 40 59 10086 GOLONDRINA ST PALOMITAS CI PEACH HILL RD LOCAL 36 58 1,225 84 57 60 Mod V Good 3 13 75 10742 GRADUATE CI GRIFFITH LN EOP LOCAL 41 63 1,326 69 56 80 Strng Good 7 23 65 10801 GRANADILLA DR WILLIAMS RANCH RD OLOROSO CI LOCAL 37 89 1,871 68 60 60 Mod Good 17 16 65 10352 GRANADILLA DR OLOROSO CI CLAVELE AV LOCAL 37 57 1,203 84 79 60 Mod V Good 6 11 82 11002 GRANADILLA DR CLAVELE AV EOP LOCAL 44 71 1,499 85 58 60 Mod V Good 5 10 75 11275 GRAND ISLE DR EOP MILL VALLEY RD LOCAL 41 60 1,250 46 59 60 Mod Fair 32 23 50 10081 GRAND ISLE DR MILL VALLEY RD SKIDMORE CT LOCAL 32 44 925 34 67 60 Mod Marginal 44 22 45 10308 GRAND ISLE DR SKIDMORE CT EOP LOCAL 39 62 1,303 31 64 60 Mod Marginal 48 21 42 10301 GRANDSEN CT EOP DRACENA AV LOCAL 40 60 1,250 53 44 80 Strng Fair 13 34 50 11266 GREENBUSH LN TRAILCREST DR EOP LOCAL 47 35 740 60 39 80 Strng Fair 20 20 53 10743 GRIFFITH LN UNIVERSITY DR GRADUATE CI LOCAL 32 29 615 79 49 80 Strng Good 0 21 69 11208 GRIFFITH LN GRADUATE CI EOP LOCAL 39 63 1,323 67 75 60 Mod Good 13 20 69 11281 GROVEDALE LN N CEDARPINE LN EOP LOCAL 44 37 776 40 35 80 Strng Poor 33 26 38 11534 GUNSMOKE RD BEAR VALLEY RD N CEDARPINE LN LOCAL 36 116 2,428 82 57 60 Mod V Good 7 11 73 10548 GUNSMOKE RD N CEDARPINE LN EOP LOCAL 38 165 3,473 67 59 80 Strng Good 9 24 64 11836 HAPPY CAMP CANYON RD CAMPUS PARK DR DS@183FT LOCAL 30 30 639 59 25 80 Strng Marginal 7 34 48 10587 HARGROVE CT WILLOW CREEK LN EOP LOCAL 42 54 1,128 46 48 60 Mod Marginal 33 21 47 11290 HARRY ST SHERMAN AV ESTHER AV LOCAL 36 49 1,029 81 56 60 Mod V Good 4 14 72 10495 HARRY ST ESTHER AV ROBERTS AV LOCAL 36 50 1,050 91 55 60 Mod V Good 0 9 79 IMS Infrastructure Management Services Appendix A page 9 of 24 52 City of Moorpark, CA
Street Inventory and Condition Summary - Sorted by Street Name Condition Summary GISID On Street From Street To Street FunCL Pavement Width (ft) Add Area (yd2) Pavement Area (yd2) Surface Distress Index (SDI) Roughness Index (RI) Structural Index (SI) Strength Rating Condition RatingLoad Assoc Distress Deducts (LADD)Non-Load Distress Deducts (NLAD)PCI Override (OPCI)OPCI DateCurrent Segment PCI (CPCI) 10303 HARRY ST ROBERTS AV ROBERTS AV LOCAL 36 20 423 96 27 80 Strng V Good 0 4 73 11783 HARRY ST ROBERTS AV SUSAN AV LOCAL 36 29 614 95 26 80 Strng V Good 0 5 72 11268 HARRY ST SUSAN AV SARAH AV LOCAL 36 48 1,016 93 74 60 Mod Excellent 0 7 86 11570 HARRY ST SARAH AV 2ND ST LOCAL 36 49 1,025 100 64 60 Mod Excellent 0 0 88 10798 HARRY ST 2ND ST RUTH AV LOCAL 36 48 1,017 100 46 60 Mod V Good 0 0 82 11761 HARRY ST RUTH AV DOROTHY AV LOCAL 36 47 989 100 45 60 Mod V Good 0 0 81 10004 HARTE LN EOP ALUMNI WY LOCAL 36 59 1,246 79 78 60 Mod V Good 3 18 78 11684 HARTE LN ALUMNI WY EOP LOCAL 36 96 2,015 81 87 60 Mod V Good 8 11 83 11471 HARTFORD ST N AMHERST ST CORNELL CI LOCAL 36 56 1,175 73 73 60 Mod V Good 11 16 73 11256 HARTFORD ST CORNELL CI CREIGHTON CI LOCAL 36 54 1,140 79 72 60 Mod V Good 2 19 76 11257 HARTFORD ST CREIGHTON CI PEPPERDINE CI LOCAL 36 50 1,060 80 79 60 Mod V Good 5 15 80 11694 HARTFORD ST PEPPERDINE CI VASSAR CI LOCAL 36 51 1,066 74 69 60 Mod V Good 9 17 72 11258 HARTFORD ST VASSAR CI HARVARD ST LOCAL 36 50 1,058 74 58 60 Mod Good 10 16 69 11490 HARVARD ST HARTFORD ST STANFORD ST LOCAL 37 128 2,681 65 57 60 Mod Good 16 20 62 10063 HARVESTER ST TIERRA REJADA RD PENROSE AV LOCAL 36 34 723 55 63 60 Mod Fair 18 27 57 11755 HARVESTER ST PENROSE AV JUSTIN CT LOCAL 36 58 1,210 39 87 60 Mod Fair 31 30 55 10064 HARVESTER ST JUSTIN CT ELDERBERRY AV LOCAL 36 52 1,084 63 81 60 Mod Good 16 21 69 11704 HASTINGS ST E LOYOLA ST LAFAYETTE ST LOCAL 35 185 3,881 70 62 60 Mod Good 9 21 67 11087 HATFIELD CT EOP CHRISTIAN BARRETT DR LOCAL 39 70 1,464 36 65 60 Mod Marginal 40 23 45 11729 HATFIELD CT CHRISTIAN BARRETT DR WEEPING WILLOW DR LOCAL 33 53 1,112 55 44 80 Strng Fair 23 22 51 10135 HAVENCREST ST EOP SILVERCREST ST LOCAL 40 72 1,509 67 61 60 Mod Good 12 21 65 11740 HAVENCREST ST SILVERCREST ST ARBOR HILL ST LOCAL 38 56 1,174 26 77 60 Mod Marginal 50 24 43 10124 HAVENCREST ST ARBOR HILL ST WALNUT CREEK RD LOCAL 38 38 792 34 46 60 Mod Poor 42 24 38 10101 HAVENRIDGE CT EOP SHADYRIDGE DR LOCAL 42 33 701 90 61 60 Mod V Good 0 10 80 11737 HEATHER CT COURTNEY LN EOP LOCAL 42 39 827 24 54 80 Strng Poor 39 36 34 10448 HEATHERDALE CT SAGEWOOD DR EOP LOCAL 41 47 990 62 47 60 Mod Fair 21 17 57 10395 HEATHERGLEN CT PEPPER MILL ST MEADOW ST LOCAL 30 45 946 91 66 60 Mod V Good 4 6 82 11017 HEATHERGLEN CT MEADOW ST EOP LOCAL 37 52 1,101 88 64 60 Mod V Good 0 12 80 11509 HEATHERWOOD HOLLOW AV CHERRY GROVE ST ALDERGROVE ST LOCAL 37 59 1,239 67 69 60 Mod Good 15 18 67 10099 HEATHERWOOD HOLLOW AV ALDERGROVE ST MISTYGROVE ST LOCAL 37 55 1,160 66 66 60 Mod Good 10 23 66 10519 HEDYLAND CT EOP CHARLES ST LOCAL 34 92 1,932 64 46 80 Strng Fair 6 30 57 11481 HERTZ ST MAUREEN LN ATLANTIS CT LOCAL 38 61 1,274 52 49 60 Mod Fair 26 22 50 10051 HERTZ ST ATLANTIS CT BONSAI AV LOCAL 38 62 1,308 53 47 60 Mod Fair 30 18 50 11091 HIDDEN PINES CT EOP SUNNYSLOPE PL LOCAL 41 57 1,198 71 56 60 Mod Good 10 19 66 11089 HIDDEN PINES CT SUNNYSLOPE PL WINTERGREEN LN LOCAL 33 60 1,262 64 66 60 Mod Good 16 20 64 10131 HIDDEN PINES CT WINTERGREEN LN TIERRA REJADA RD LOCAL 33 36 760 68 48 80 Strng Good 10 22 61 11539 HIGH ST MOORPARK AV WALNUT ST SECONDARY 50 102 2,132 82 50 80 Strng V Good 0 18 71 10735 HIGH ST WALNUT ST BARD ST SECONDARY 50 133 2,800 61 79 60 Mod Good 12 27 67 10045 HIGH ST BARD ST MAGNOLIA ST SECONDARY 50 131 2,742 73 79 60 Mod V Good 3 25 74 10971 HIGH ST MAGNOLIA ST SPRING RD SECONDARY 50 250 5,255 73 75 60 Mod V Good 3 24 73 11830 HIGH ST MOORPARK AV EOP LOCAL 30 71 1,499 69 58 60 Mod Good 19 11 65 10771 HILBURN CT N CEDARPINE LN EOP LOCAL 43 38 798 39 51 60 Mod Marginal 35 26 42 11304 HILLSHIRE CT EOP WESTPORT ST LOCAL 43 46 964 62 39 80 Strng Fair 14 24 54 IMS Infrastructure Management Services Appendix A page 10 of 24 53 City of Moorpark, CA
Street Inventory and Condition Summary - Sorted by Street Name Condition Summary GISID On Street From Street To Street FunCL Pavement Width (ft) Add Area (yd2) Pavement Area (yd2) Surface Distress Index (SDI) Roughness Index (RI) Structural Index (SI) Strength Rating Condition RatingLoad Assoc Distress Deducts (LADD)Non-Load Distress Deducts (NLAD)PCI Override (OPCI)OPCI DateCurrent Segment PCI (CPCI) 10105 HILLSIDE DR SPRING CREEK RD WALNUT CREEK RD LOCAL 33 127 2,659 46 75 60 Mod Fair 32 22 55 10470 HILLSIDE DR WALNUT CREEK RD LAUREL GLEN DR LOCAL 33 145 3,049 63 69 60 Mod Good 11 26 64 10520 HOLLYGLEN CT POPPYGLEN CT EOP LOCAL 34 107 2,239 80 52 60 Mod V Good 6 15 70 10731 HONEYBEE ST E CLOVERDALE ST PEACH HILL RD LOCAL 33 68 1,429 94 60 60 Mod V Good 0 6 82 10364 HONEYBROOK CT CEDAR SPRINGS ST ALDERBROOK ST LOCAL 36 35 729 79 20 80 Strng Fair 3 18 59 10608 HONEYBROOK CT ALDERBROOK ST EOP LOCAL 37 137 2,886 66 67 60 Mod Good 13 22 66 11067 HONEYGLEN CT MOUNTAIN TRAIL ST EOP LOCAL 38 107 2,257 33 64 80 Strng Marginal 31 35 43 11315 HUNTER CREST CT EOP ARBOR HILL ST LOCAL 38 109 2,296 29 57 60 Mod Poor 47 24 38 10336 HUNTERS GROVE CT EOP MISTYGROVE ST LOCAL 36 115 2,424 74 58 60 Mod Good 9 17 68 10749 IMBACH PL EOP BORGES DR LOCAL 38 96 2,025 87 68 60 Mod V Good 3 10 80 11321 INGLEWOOD ST EOP N CLOVERDALE ST LOCAL 37 26 547 53 56 80 Strng Fair 13 34 53 10739 INGLEWOOD ST N CLOVERDALE ST CLAVELE AV LOCAL 37 50 1,041 76 67 60 Mod V Good 5 20 73 10084 INGLEWOOD ST CLAVELE CT N ASHTREE ST LOCAL 37 51 1,063 76 67 80 Strng V Good 2 22 72 10740 INGLEWOOD ST N ASHTREE ST N SKYLARK CT LOCAL 37 51 1,075 81 67 60 Mod V Good 0 19 76 10345 INGLEWOOD ST N SKYLARK CT E CLOVERDALE ST LOCAL 37 49 1,025 89 61 60 Mod V Good 3 8 79 11485 ISLE ROYALE ST E MESA VERDE DR E VISTAPARK DR LOCAL 32 82 1,728 85 71 60 Mod V Good 3 12 80 10965 JAMES WEAK AV LETA YANCY RD JUAREZ AV LOCAL 33 100 2,101 38 70 60 Mod Marginal 39 23 48 10535 JUAREZ AV EOP VILLA CAMPESINA AV LOCAL 43 41 869 41 47 60 Mod Marginal 38 21 43 10252 JUAREZ AV VILLA CAMPESINA AV JAMES WEAK AV LOCAL 33 41 864 66 72 60 Mod Good 14 20 68 10070 JUAREZ AV JAMES WEAK AV UNIDOS AV LOCAL 33 24 512 17 61 30 Weak Poor 64 19 31 11022 JULLIARD AV CAMPUS PARK DR REEDLEY ST LOCAL 38 69 1,439 95 46 60 Mod V Good 0 5 78 10152 JULLIARD AV REEDLEY ST LOYOLA ST LOCAL 38 67 1,400 87 43 80 Strng V Good 0 13 72 11545 JUSTIN CT HARVESTER ST EOP LOCAL 40 70 1,462 46 54 60 Mod Marginal 29 25 48 10054 KAZUKO CT TEJADA AV EOP LOCAL 41 137 2,885 75 71 60 Mod V Good 10 15 73 11611 KEISHA DR SOUTHHAMPTON RD EOP LOCAL 37 113 2,370 38 64 80 Strng Marginal 25 37 46 11246 KERNVALE AV OVERLY ST DELFEN ST LOCAL 33 83 1,735 64 40 80 Strng Fair 17 19 56 10791 KERNVALE AV DELFEN ST MELRAY ST LOCAL 33 57 1,203 66 25 80 Strng Fair 13 21 52 11667 KERNVALE AV MELRAY ST BERAGAN ST LOCAL 33 32 677 76 17 80 Strng Fair 5 19 56 10095 KIMBERWICK LN E QUAIL SUMMIT RD EOP LOCAL 41 56 1,186 93 45 60 Mod V Good 1 6 77 11198 KINGSVIEW RD BROADVIEW DR BROADVIEW DR LOCAL 34 153 3,207 80 58 60 Mod V Good 2 12 73 10515 KNOTTY PINE ST SUGAR MAPLE CT CEDAR BRANCH CT LOCAL 37 51 1,066 80 63 60 Mod V Good 5 14 74 11503 KNOTTY PINE ST CEDAR BRANCH CT N ASHTREE ST LOCAL 37 51 1,062 84 63 60 Mod V Good 4 12 77 11807 KNOTTY PINE ST N ASHTREE ST PINE RIDGE CT LOCAL 37 52 1,096 87 72 60 Mod V Good 1 12 82 11079 KNOTTY PINE ST PINE RIDGE CT ASPEN TREE CT LOCAL 37 61 1,277 86 71 60 Mod V Good 4 10 81 10077 KNOTTY PINE ST ASPEN TREE CT PEACH HILL RD LOCAL 37 63 1,322 81 61 60 Mod V Good 3 16 74 10560 LAFAYETTE CT EOP COLLEGE HEIGHTS DR LOCAL 39 126 2,645 54 57 80 Strng Fair 12 34 55 11224 LAFAYETTE ST COLLEGE HEIGHTS DR HASTINGS ST LOCAL 35 116 2,431 72 69 60 Mod V Good 12 16 71 11506 LANTERN LN EOP LAURELHURST RD LOCAL 37 62 1,307 94 69 60 Mod Excellent 0 6 85 11013 LASSEN AV SHASTA AV EOP LOCAL 34 23 476 100 17 80 Strng V Good 0 0 72 10053 LASSEN AV DS@953FT SIERRA AV LOCAL 34 82 1,718 49 46 60 Mod Marginal 32 19 47 10827 LASSEN AV PARK LN DS@543FT LOCAL 38 115 2,405 62 77 60 Mod Good 15 23 67 11238 LAUREL GLEN DR WILLIAMS RANCH RD HILLSIDE DR LOCAL 36 97 2,045 58 71 60 Mod Good 19 23 63 11801 LAURELHURST RD WOODGLEN DR BROOKDALE LN LOCAL 38 52 1,084 89 74 60 Mod V Good 0 11 84 IMS Infrastructure Management Services Appendix A page 11 of 24 54 City of Moorpark, CA
Street Inventory and Condition Summary - Sorted by Street Name Condition Summary GISID On Street From Street To Street FunCL Pavement Width (ft) Add Area (yd2) Pavement Area (yd2) Surface Distress Index (SDI) Roughness Index (RI) Structural Index (SI) Strength Rating Condition RatingLoad Assoc Distress Deducts (LADD)Non-Load Distress Deducts (NLAD)PCI Override (OPCI)OPCI DateCurrent Segment PCI (CPCI) 11065 LAURELHURST RD BROOKDALE LN BUTTERFIELD LN LOCAL 38 55 1,151 87 93 60 Mod Excellent 0 13 89 10509 LAURELHURST RD BUTTERFIELD LN LANTERN LN LOCAL 38 52 1,086 90 83 60 Mod Excellent 0 10 87 11293 LAURELHURST RD LANTERN LN AMBERWICK LN LOCAL 38 52 1,095 90 79 60 Mod Excellent 0 11 86 11802 LAURELHURST RD AMBERWICK LN ROBINWOOD LN LOCAL 38 60 1,263 77 75 60 Mod V Good 5 18 76 10514 LAURELHURST RD ROBINWOOD LN ROLLING KNOLL RD LOCAL 38 41 865 70 83 60 Mod V Good 4 27 74 11068 LAURELHURST RD ROLLING KNOLL RD MILL VALLEY RD LOCAL 38 133 2,790 72 63 60 Mod Good 7 21 69 11066 LAURELHURST RD MILL VALLEY RD WILDWEST CI LOCAL 33 54 1,135 86 48 60 Mod V Good 2 12 73 10706 LAURELHURST RD WILDWEST CI S LAURELHURST RD LOCAL 33 61 1,276 69 61 60 Mod Good 10 21 66 11325 LAURELHURST RD EOP BEAR VALLEY RD LOCAL 37 103 2,163 56 43 80 Strng Fair 4 41 51 10721 LAURELHURST RD BEAR VALLEY RD LAURELHURST RD LOCAL 33 105 2,208 68 60 80 Strng Good 5 27 65 11202 LAURELVIEW DR EOP FLOWERCREEK DR LOCAL 37 179 3,751 74 65 60 Mod V Good 12 14 71 10670 LAURELVIEW DR FLOWERCREEK DR ROSECREEK DR LOCAL 34 50 1,057 86 72 60 Mod V Good 0 15 81 10534 LETA YANCY RD EOP VILLA CAMPESINA AV LOCAL 30 28 594 73 35 80 Strng Good 4 24 60 10059 LETA YANCY RD VILLA CAMPESINA AV JAMES WEAK AV LOCAL 30 37 776 53 73 60 Mod Fair 19 28 59 11311 LETA YANCY RD JAMES WEAK AV UNIDOS AV LOCAL 30 23 479 51 81 60 Mod Good 24 24 61 10521 LETA YANCY RD UNIDOS AV W LOS ANGELES AV LOCAL 45 114 2,402 50 59 60 Mod Fair 27 23 52 10812 LINVILLE CT EOP DRACENA AV LOCAL 41 57 1,202 54 59 80 Strng Fair 13 33 55 11069 LITTLE HOLLOW AV ALDERGROVE ST EOP LOCAL 37 106 2,222 68 47 80 Strng Good 11 21 60 10119 LONDON GROVE CT EOP PINE HOLLOW PL LOCAL 38 109 2,289 65 59 60 Mod Good 15 20 63 11575 LOYOLA PL EOP LOYOLA ST LOCAL 53 43 894 78 29 80 Strng Good 4 18 62 11706 LOYOLA ST HASTINGS ST E WESTWOOD ST LOCAL 39 112 2,360 69 57 60 Mod Good 14 17 65 10017 LOYOLA ST E WESTWOOD ST N COLUMBIA AV LOCAL 36 169 3,558 59 70 80 Strng Good 9 32 62 11234 LOYOLA ST N COLUMBIA AV N AUBURN CI LOCAL 36 47 980 52 66 80 Strng Fair 13 34 57 11710 LOYOLA ST N AUBURN CI LOYOLA ST LOCAL 36 32 667 58 49 80 Strng Fair 8 34 55 11232 LOYOLA ST CAMPUS PARK DR TROJAN CT LOCAL 38 36 753 72 28 80 Strng Fair 4 24 57 10015 LOYOLA ST TROJAN CT WHEATON ST LOCAL 38 72 1,505 52 72 80 Strng Fair 14 35 58 11009 LOYOLA ST WHEATON ST LOYOLA PL LOCAL 38 55 1,160 68 50 80 Strng Good 8 24 62 10773 LOYOLA ST LOYOLA PL JULLIARD AV LOCAL 38 66 1,395 70 48 60 Mod Good 12 18 63 10281 LOYOLA ST JULLIARD AV MARYMOUNT ST LOCAL 38 195 4,094 42 65 80 Strng Marginal 23 35 49 10964 LUCILLE CI EOP CHARLES ST LOCAL 38 50 1,045 62 36 80 Strng Fair 20 18 53 10512 LUCILLE CT CHARLES ST EOP LOCAL 34 105 2,196 66 53 60 Mod Good 15 19 61 11004 LUTHER CI EOP MARYMOUNT ST LOCAL 40 72 1,503 72 51 80 Strng Good 0 28 65 10376 MAGNOLIA ST HIGH ST EOP LOCAL 34 44 930 31 38 60 Mod Poor 44 25 33 10248 MAGNOLIA ST CHARLES ST EVERETT ST LOCAL 34 67 1,408 85 52 60 Mod V Good 5 10 74 10988 MAHAN CT CAMPUS CANYON DR EOP LOCAL 40 58 1,214 77 50 60 Mod Good 8 15 68 10933 MAJESTIC CT S MOORPARK AV MILLARD ST LOCAL 44 181 3,794 91 67 60 Mod V Good 7 2 83 10546 MALLORY CT EOP CAMPUS CANYON DR LOCAL 38 121 2,539 99 62 60 Mod Excellent 0 2 86 11371 MALLORY CT CAMPUS CANYON DR EOP LOCAL 36 117 2,451 90 76 60 Mod Excellent 3 7 85 10532 MANORVIEW CT BROADVIEW DR EOP LOCAL 42 47 996 69 37 80 Strng Fair 11 20 58 10845 MAPLECREST ST CHESTNUT RIDGE ST SILVERCREST ST LOCAL 38 106 2,225 83 65 60 Mod V Good 0 17 77 10134 MAPLECREST ST SILVERCREST ST EOP LOCAL 38 153 3,209 78 70 60 Mod V Good 5 17 75 10594 MAPLERIDGE CT TIMBERRIDGE RD EOP LOCAL 39 49 1,023 86 47 80 Strng V Good 0 14 73 10553 MARQUETTE ST MARYMOUNT ST MARQUETTE ST (CDS) LOCAL 36 128 2,691 65 54 60 Mod Good 16 19 61 IMS Infrastructure Management Services Appendix A page 12 of 24 55 City of Moorpark, CA
Street Inventory and Condition Summary - Sorted by Street Name Condition Summary GISID On Street From Street To Street FunCL Pavement Width (ft) Add Area (yd2) Pavement Area (yd2) Surface Distress Index (SDI) Roughness Index (RI) Structural Index (SI) Strength Rating Condition RatingLoad Assoc Distress Deducts (LADD)Non-Load Distress Deducts (NLAD)PCI Override (OPCI)OPCI DateCurrent Segment PCI (CPCI) 11709 MARQUETTE ST MARQUETTE ST (CDS) REEDLEY ST LOCAL 36 347 7,288 64 73 60 Mod Good 13 24 67 10018 MARQUETTE ST REEDLEY ST PRIVATE DRWY LOCAL 36 115 2,418 72 78 60 Mod V Good 7 21 74 10779 MARQUETTE ST PRIVATE DRWY PRIVATE DRWY LOCAL 36 30 625 67 82 60 Mod V Good 15 18 72 11021 MARQUETTE ST PRIVATE DRWY CAMPUS PARK DR LOCAL 38 34 712 75 54 60 Mod Good 12 13 68 10755 MARQUETTE ST (CDS) MARQUETTE ST EOP LOCAL 58 41 856 54 37 80 Strng Marginal 20 25 48 11461 MARYMOUNT ST QUEENS CT LUTHER CI LOCAL 38 67 1,411 66 65 60 Mod Good 12 22 65 11220 MARYMOUNT ST LUTHER CI MARQUETTE ST LOCAL 38 110 2,309 68 57 80 Strng Good 4 28 64 10736 MAUREEN LN LORETTA DR W LOS ANGELES AV LOCAL 26 164 3,439 55 48 80 Strng Fair 18 27 52 10396 MAUREEN LN W LOS ANGELES AV DISCOVERY CT LOCAL 37 77 1,622 77 49 60 Mod Good 13 10 67 10305 MAUREEN LN DISCOVERY CT CHALLENGER CT LOCAL 37 64 1,344 82 62 60 Mod V Good 4 13 75 11359 MAUREEN LN CHALLENGER CT HERTZ ST LOCAL 37 70 1,467 57 57 60 Mod Fair 24 19 57 10290 MC FADDEN AV AL POINDEXTER AV LOCAL 37 177 3,720 72 65 60 Mod Good 16 13 69 10494 MCBETH CT CHESTERFIELD DR EOP LOCAL 40 51 1,075 84 39 80 Strng Good 2 14 69 10768 MEADOW CT EOP N MEADOW ST LOCAL 42 41 856 79 62 80 Strng V Good 0 21 73 10769 MEADOW ST HEATHERGLEN CT N MEADOW ST LOCAL 33 77 1,622 79 72 60 Mod V Good 0 20 77 11016 MEADOW ST MEADOW ST MEADOW CT LOCAL 34 47 979 69 74 60 Mod V Good 6 26 70 11216 MEADOW ST MEADOW CT BUTTER CREEK RD LOCAL 34 48 1,014 75 46 80 Strng Good 6 19 65 10630 MEEHAM WY SOUTHHAMPTON RD EOP LOCAL 40 73 1,538 63 47 80 Strng Fair 15 22 57 11489 MELRAY ST EOP DRACENA AV LOCAL 40 64 1,353 67 45 80 Strng Fair 12 21 59 10483 MELRAY ST DRACENA AV KERNVALE AV LOCAL 33 47 977 73 63 80 Strng Good 0 27 69 11897 MERIDIAN HILLS DR EOP RIDGEMARK DR LOCAL 50 336 7,053 95 82 60 Mod Excellent 0 5 91 11178 MERIDIAN HILLS DR RIDGEMARK DR BREEZY GLEN DR LOCAL 50 312 6,549 96 74 60 Mod Excellent 2 3 88 11894 MERIDIAN HILLS DR BREEZY GLEN DR HIGH COUNTRY PL LOCAL 50 134 2,810 99 71 60 Mod Excellent 0 1 90 11176 MERIDIAN HILLS DR HIGH COUNTRY PL WALNUT CANYON RD LOCAL 58 172 3,613 99 61 60 Mod Excellent 1 0 86 11276 MESA VERDE DR EOP N ISLE ROYALE ST LOCAL 37 30 635 81 59 80 Strng V Good 0 19 74 11486 MESA VERDE DR N ISLE ROYALE ST N CANYONLANDS RD LOCAL 37 55 1,159 83 68 60 Mod V Good 3 14 78 10083 MESA VERDE DR N CANYONLANDS RD N ASHTREE ST LOCAL 37 55 1,162 91 72 60 Mod V Good 0 9 85 11277 MESA VERDE DR N ASHTREE ST N VISTAPARK DR LOCAL 37 54 1,144 91 72 60 Mod V Good 0 9 84 10310 MESA VERDE DR N VISTAPARK DR N MILLERTON RD LOCAL 37 82 1,712 94 72 60 Mod Excellent 3 3 87 10698 MESA VERDE DR N MILLERTON RD PEACH HILL RD LOCAL 37 38 802 75 47 80 Strng Good 2 23 66 10724 MILL VALLEY RD BEAR VALLEY RD BLACKSMITH CT LOCAL 36 82 1,732 83 55 60 Mod V Good 4 13 73 11080 MILL VALLEY RD BLACKSMITH CT LAURELHURST RD LOCAL 36 49 1,020 87 49 80 Strng V Good 0 13 74 10702 MILL VALLEY RD LAURELHURST RD PEACH HILL RD LOCAL 36 36 763 56 41 80 Strng Fair 13 31 51 10314 MILL VALLEY RD PEACH HILL RD GRAND ISLE DR LOCAL 36 31 642 63 51 60 Mod Fair 17 20 59 11784 MILL VALLEY RD GRAND ISLE DR CHESTERFIELD DR LOCAL 36 53 1,114 37 69 60 Mod Marginal 37 27 47 10164 MILLARD ST E LOS ANGELES AV SHERMAN AV LOCAL 36 33 697 97 18 80 Strng V Good 0 3 71 10858 MILLARD ST SHERMAN AV ESTHER AV LOCAL 36 52 1,088 100 57 60 Mod Excellent 0 0 85 11050 MILLARD ST ESTHER AV ROBERTS AV LOCAL 36 50 1,050 95 68 60 Mod Excellent 1 4 86 11493 MILLARD ST ROBERTS AV AL LOCAL 36 26 555 97 49 60 Mod V Good 0 4 80 11039 MILLARD ST AL SUSAN AV LOCAL 36 23 487 100 51 60 Mod V Good 0 0 83 11264 MILLARD ST SUSAN AV SARAH AV LOCAL 32 45 953 99 64 60 Mod Excellent 1 0 87 11014 MILLARD ST SARAH AV 2ND ST LOCAL 32 44 921 87 44 60 Mod V Good 7 6 72 10048 MILLARD ST 2ND ST RUTH AV LOCAL 32 43 900 98 63 60 Mod Excellent 0 2 86 IMS Infrastructure Management Services Appendix A page 13 of 24 56 City of Moorpark, CA
Street Inventory and Condition Summary - Sorted by Street Name Condition Summary GISID On Street From Street To Street FunCL Pavement Width (ft) Add Area (yd2) Pavement Area (yd2) Surface Distress Index (SDI) Roughness Index (RI) Structural Index (SI) Strength Rating Condition RatingLoad Assoc Distress Deducts (LADD)Non-Load Distress Deducts (NLAD)PCI Override (OPCI)OPCI DateCurrent Segment PCI (CPCI) 10547 MILLARD ST RUTH AV DOROTHY AV LOCAL 32 42 882 94 68 60 Mod Excellent 0 6 85 10321 MILLER PY MOORPARK RD DELAWARE DR LOCAL 52 84 1,766 72 43 60 Mod Good 16 12 62 10097 MILLER PY DELAWARE DR SHAWNEE CT LOCAL 52 69 1,455 76 57 80 Strng Good 5 19 70 10120 MILLER PY SHAWNEE CT MAYA CI LOCAL 52 365 7,661 82 81 60 Mod V Good 2 16 82 11841 MILLER PY MAYA CI PEACH HILL RD LOCAL 52 155 3,259 83 73 60 Mod V Good 9 8 79 10967 MILLER PY PEACH HILL RD OLIVE ST LOCAL 52 226 4,742 67 72 60 Mod Good 17 15 68 10504 MILLER PY OLIVE ST STAGECOACH TL LOCAL 54 243 5,105 73 75 60 Mod V Good 6 21 73 10480 MILLER PY STAGECOACH TL SOUTHFORK RD LOCAL 56 526 11,049 80 82 60 Mod V Good 8 12 81 11480 MILLER PY SOUTHFORK RD PATRIOT DR LOCAL 62 121 2,533 80 72 60 Mod V Good 10 10 77 10684 MILLER PY PATRIOT DR E LOS ANGELES AV LOCAL 85 384 8,071 65 65 60 Mod Good 20 15 65 11574 MILLERTON RD N VISTAPARK DR N MILLERTON RD LOCAL 33 77 1,626 52 50 80 Strng Fair 11 38 51 11832 MILLERTON RD E MESA VERDE DR E MILLERTON RD LOCAL 32 56 1,177 81 66 60 Mod V Good 3 16 76 11689 MILNE CI EOP UNIVERSITY DR LOCAL 38 98 2,053 57 83 60 Mod Good 21 22 66 11353 MINOR ST FLINN AV FITCH AV LOCAL 44 139 2,925 64 65 80 Strng Good 4 28 64 10664 MIRABELLA ST REVELLO ST EMILIO CT LOCAL 35 10 210 63 61 80 Strng Good 0 37 62 11458 MIRABELLA ST EMILIO CT ASCOLI CT LOCAL 35 27 572 70 72 80 Strng V Good 0 30 70 10462 MIRABELLA ST ASCOLI CT ELBA CT LOCAL 35 6 120 69 76 80 Strng V Good 0 31 71 10663 MIRABELLA ST ELBA CT SIENA CT LOCAL 35 23 481 70 80 80 Strng V Good 0 30 73 10122 MIRABELLA ST SIENA CT SAN FELICE CT LOCAL 35 3 64 64 60 80 Strng Good 0 36 62 11478 MIRABELLA ST SAN FELICE CT TORINO ST LOCAL 35 21 432 78 42 80 Strng Good 5 18 66 11028 MISTY HOLLOW CT RIVER GROVE ST EOP LOCAL 37 58 1,219 89 47 60 Mod V Good 0 11 75 10586 MISTYGROVE ST HEATHERWOOD HOLLOW AV BEECHGROVE CT LOCAL 36 120 2,519 70 66 60 Mod Good 9 22 68 10323 MISTYGROVE ST BEECHGROVE CT CHERRY GROVE ST LOCAL 36 59 1,248 72 64 80 Strng Good 4 24 69 10123 MISTYGROVE ST CHERRY GROVE ST WALNUT CREEK RD LOCAL 36 36 755 66 37 60 Mod Fair 20 13 56 10125 MISTYGROVE ST WALNUT CREEK RD HUNTERS GROVE CT LOCAL 36 63 1,322 65 55 60 Mod Good 17 17 62 11739 MISTYGROVE ST HUNTERS GROVE CT EOP LOCAL 37 89 1,868 76 71 60 Mod V Good 6 18 74 11750 MISTYMEADOW ST AMBERMEADOW ST WALNUT CREEK RD LOCAL 32 44 916 40 54 60 Mod Marginal 38 23 44 10009 MONROE AV PECAN AV CAMPUS CANYON DR LOCAL 37 138 2,905 80 61 60 Mod V Good 8 12 74 11376 MOONSONG CT FLORY AV EOP LOCAL 33 101 2,128 96 64 60 Mod Excellent 1 3 85 10880 MOORPARK AV E LOS ANGELES AV PARK CREST LN LOCAL 55 171 3,601 70 60 60 Mod Good 14 16 66 11120 MOORPARK AV PARK CREST LN MAJESTIC CT LOCAL 60 113 2,373 88 69 60 Mod V Good 5 8 81 11000 MOORPARK AV MAJESTIC CT EOP LOCAL 41 132 2,762 93 64 60 Mod V Good 2 5 83 10878 MOUNTAIN MEADOW DR MOUNTAIN TRAIL ST TORINO ST LOCAL 36 82 1,726 52 58 60 Mod Fair 29 19 54 11111 MOUNTAIN MEADOW DR TORINO ST QUAILWOOD ST LOCAL 36 64 1,339 46 70 60 Mod Fair 32 22 54 11438 MOUNTAIN MEADOW DR QUAILWOOD ST BLOSSOMWOOD CT LOCAL 36 54 1,128 42 69 60 Mod Fair 38 20 51 10437 MOUNTAIN MEADOW DR BLOSSOMWOOD CT CHESTNUT RIDGE ST LOCAL 36 51 1,078 33 67 60 Mod Marginal 39 22 44 11189 MOUNTAIN MEADOW DR CHESTNUT RIDGE ST CEDAR SPRINGS ST LOCAL 36 114 2,392 28 60 60 Mod Poor 46 27 38 11190 MOUNTAIN MEADOW DR CEDAR SPRINGS ST WALNUT CREEK RD LOCAL 36 254 5,325 32 73 60 Mod Marginal 43 25 46 11213 MOUNTAIN MEADOW DR WALNUT CREEK RD ALDERGROVE ST LOCAL 36 90 1,886 56 69 60 Mod Good 24 21 60 10012 MOUNTAIN MEADOW DR ALDERGROVE ST RIVER GROVE ST LOCAL 36 141 2,969 63 83 60 Mod V Good 18 19 70 10174 MOUNTAIN MEADOW DR RIVER GROVE ST TIERRA REJADA RD LOCAL 36 88 1,858 28 60 60 Mod Poor 48 21 38 11845 MOUNTAIN MEADOW DR TIERRA REJADA RD WILLOW SPRING DR LOCAL 36 39 824 46 46 80 Strng Marginal 28 26 46 10879 MOUNTAIN MEADOW DR WILLOW SPRING DR WILLOW FOREST DR LOCAL 36 118 2,476 80 57 60 Mod V Good 5 15 72 IMS Infrastructure Management Services Appendix A page 14 of 24 57 City of Moorpark, CA
Street Inventory and Condition Summary - Sorted by Street Name Condition Summary GISID On Street From Street To Street FunCL Pavement Width (ft) Add Area (yd2) Pavement Area (yd2) Surface Distress Index (SDI) Roughness Index (RI) Structural Index (SI) Strength Rating Condition RatingLoad Assoc Distress Deducts (LADD)Non-Load Distress Deducts (NLAD)PCI Override (OPCI)OPCI DateCurrent Segment PCI (CPCI) 10614 MOUNTAIN MEADOW DR WILLOW FOREST DR WILLOW HILL DR LOCAL 36 55 1,151 57 75 60 Mod Good 18 25 63 10881 MOUNTAIN MEADOW DR WILLOW HILL DR MOUNTAIN TRAIL ST LOCAL 36 32 663 59 64 60 Mod Good 18 24 60 11660 MOUNTAIN TRAIL ST WOODHILL DR SHADYRIDGE DR LOCAL 34 199 4,184 68 65 60 Mod Good 11 21 67 10925 MOUNTAIN TRAIL ST SHADYRIDGE DR SUNSETRIDGE RD LOCAL 36 47 989 76 72 60 Mod V Good 5 18 74 11296 MOUNTAIN TRAIL ST SUNSETRIDGE RD TIMBERRIDGE RD LOCAL 36 58 1,224 75 64 60 Mod V Good 9 17 71 10322 MOUNTAIN TRAIL ST TIMBERRIDGE RD AMBERRIDGE CT LOCAL 36 116 2,441 77 71 60 Mod V Good 9 14 75 11074 MOUNTAIN TRAIL ST AMBERRIDGE CT COUNTRYHILL RD LOCAL 36 186 3,897 73 71 60 Mod V Good 12 15 72 11787 MOUNTAIN TRAIL ST COUNTRYHILL RD MOUNTAIN MEADOW DR LOCAL 36 164 3,442 84 66 60 Mod V Good 0 16 78 10113 MOUNTAIN TRAIL ST MOUNTAIN MEADOW DR CEDAR SPRINGS ST LOCAL 66 343 7,195 82 69 60 Mod V Good 8 10 78 10354 MOUNTAIN TRAIL ST CEDAR SPRINGS ST TIERRA REJADA RD LOCAL 72 280 5,884 81 61 60 Mod V Good 9 10 74 10979 MOUNTAIN TRAIL ST TIERRA REJADA RD WILLOW SPRING DR LOCAL 38 44 915 70 45 80 Strng Good 13 17 61 10537 MOUNTAIN TRAIL ST WILLOW SPRING DR SUMMERGLEN CT LOCAL 37 217 4,560 77 77 60 Mod V Good 13 10 77 10517 MOUNTAIN TRAIL ST SUMMERGLEN CT HONEYGLEN CT LOCAL 37 56 1,175 74 80 60 Mod V Good 6 20 76 10317 MOUNTAIN TRAIL ST HONEYGLEN CT APPLEGLEN CT LOCAL 37 53 1,118 74 85 60 Mod V Good 9 18 77 10513 MOUNTAIN TRAIL ST APPLEGLEN CT SKYGLEN CT LOCAL 37 54 1,126 76 87 60 Mod V Good 3 21 79 10325 MOUNTAIN TRAIL ST SKYGLEN CT MOUNTAIN MEADOW DR LOCAL 37 58 1,227 80 67 60 Mod V Good 6 14 75 10089 MOUNTAIN TRAIL ST MOUNTAIN MEADOW DR SUNNYGLEN DR LOCAL 33 33 687 85 35 80 Strng Good 5 10 68 11313 MOUNTAIN TRAIL ST SUNNYGLEN DR EOP LOCAL 36 141 2,965 68 80 60 Mod V Good 14 18 72 11299 NIGHTINGALE ST PENROSE AV ELDERBERRY AV LOCAL 33 106 2,226 43 64 60 Mod Fair 34 23 50 10044 NOGALES AV AVE COLONIA ST LOCAL 33 23 477 86 63 60 Mod V Good 1 13 78 10246 NOGALES AV ST PRINCETON AV LOCAL 33 40 845 77 54 60 Mod Good 9 14 69 10667 NORTHDALE DR EOP CLEARWOOD RD LOCAL 35 84 1,758 82 67 60 Mod V Good 7 11 77 11454 NORTHDALE DR CLEARWOOD RD EOP LOCAL 37 106 2,231 78 71 60 Mod V Good 9 13 76 11061 OAK GLEN CT EOP CRYSTAL RANCH RD LOCAL 42 36 747 50 35 60 Mod Marginal 31 20 45 11786 OAKCLIFF DR CHRISTIAN BARRETT DR EOP LOCAL 37 102 2,148 29 60 80 Strng Poor 32 38 39 11219 OLOROSO CI GRANADILLA DR EOP LOCAL 72 24 497 78 14 80 Strng Fair 0 22 56 11635 OLYMPUS ST FUJI ST GISLER RD LOCAL 35 54 1,141 92 82 60 Mod Excellent 0 8 88 10809 OVERLY ST EOP DRACENA AV LOCAL 41 56 1,179 65 32 80 Strng Fair 14 21 54 11674 OVERLY ST DRACENA AV KERNVALE AV LOCAL 33 45 951 68 34 80 Strng Fair 5 26 57 11487 OXFORD CI EOP N BERKELEY CI LOCAL 38 60 1,252 66 23 80 Strng Fair 10 24 51 11746 PAINTED SKY ST CAMDEN CT WESTPORT ST LOCAL 33 80 1,690 42 36 60 Mod Marginal 38 19 40 10796 PALOMAR AV SIERRA AV WHITNEY AV LOCAL 32 36 765 100 55 60 Mod V Good 0 0 85 10271 PALOMAR AV WHITNEY AV SHASTA AV LOCAL 32 43 904 100 62 60 Mod Excellent 0 0 87 10471 PALOMITAS CI EOP GOLONDRINA ST LOCAL 42 36 757 60 37 80 Strng Fair 7 33 52 11373 PARK CREST LN PARK LN S MOORPARK AV LOCAL 46 262 5,500 88 69 60 Mod V Good 0 12 81 10877 PARK LN W LOS ANGELES AV PARK CREST LN LOCAL 48 144 3,030 75 53 60 Mod Good 11 14 67 11813 PARK LN PARK CREST LN EOP LOCAL 48 52 1,082 52 68 60 Mod Fair 27 21 57 10876 PARK LN W LOS ANGELES AV LASSEN AV LOCAL 38 208 4,358 30 63 80 Strng Marginal 29 31 41 11724 PEACH HILL RD TIERRA REJADA RD SILVER CREEK ST SECONDARY 36 155 3,247 57 57 60 Mod Fair 30 13 57 11567 PEACH HILL RD SILVER CREEK ST CHRISTIAN BARRETT DR SECONDARY 36 60 1,251 52 44 60 Mod Marginal 33 15 49 11776 PEACH HILL RD CHRISTIAN BARRETT DR GOLONDRINA ST SECONDARY 36 95 2,003 54 67 60 Mod Fair 31 15 58 10085 PEACH HILL RD GOLONDRINA ST HONEYBEE ST SECONDARY 36 79 1,662 66 60 60 Mod Good 21 14 63 10730 PEACH HILL RD HONEYBEE ST E ANNETTE ST SECONDARY 36 51 1,067 86 70 60 Mod V Good 6 8 81 IMS Infrastructure Management Services Appendix A page 15 of 24 58 City of Moorpark, CA
Street Inventory and Condition Summary - Sorted by Street Name Condition Summary GISID On Street From Street To Street FunCL Pavement Width (ft) Add Area (yd2) Pavement Area (yd2) Surface Distress Index (SDI) Roughness Index (RI) Structural Index (SI) Strength Rating Condition RatingLoad Assoc Distress Deducts (LADD)Non-Load Distress Deducts (NLAD)PCI Override (OPCI)OPCI DateCurrent Segment PCI (CPCI) 11517 PEACH HILL RD E ANNETTE ST E WESTGATE RD SECONDARY 36 48 1,000 81 76 60 Mod V Good 3 16 79 10713 PEACH HILL RD E WESTGATE RD KNOTTY PINE ST SECONDARY 36 47 979 69 71 60 Mod Good 20 11 69 10516 PEACH HILL RD KNOTTY PINE ST E MESA VERDE DR SECONDARY 36 65 1,360 72 62 60 Mod Good 16 12 68 11796 PEACH HILL RD E MESA VERDE DR BELLA VISTA DR SECONDARY 36 88 1,849 79 73 60 Mod V Good 14 7 77 11057 PEACH HILL RD BELLA VISTA DR VIS DEL VALLE DR SECONDARY 36 170 3,572 86 73 60 Mod V Good 4 10 81 10313 PEACH HILL RD VIS DEL VALLE DR ROLLING KNOLL RD SECONDARY 36 65 1,355 83 73 60 Mod V Good 10 6 80 10315 PEACH HILL RD ROLLING KNOLL RD MILL VALLEY RD SECONDARY 36 124 2,608 85 67 60 Mod V Good 5 10 79 11284 PEACH HILL RD MILL VALLEY RD SPRING RD SECONDARY 36 153 3,223 64 66 60 Mod Good 21 15 64 10155 PEACH HILL RD SPRING RD MILLER PY LOCAL 46 594 12,468 81 75 60 Mod V Good 8 10 78 11239 PEACH SLOPE RD WILLIAMS RANCH RD EOP LOCAL 35 121 2,540 64 61 60 Mod Good 13 23 63 11719 PECAN AV CAMPUS PARK DR BAMBI CT LOCAL 36 37 778 62 70 60 Mod Good 18 20 64 11579 PECAN AV BAMBI CT ALYSSAS CT LOCAL 36 99 2,076 53 67 60 Mod Fair 29 18 57 10280 PECAN AV ALYSSAS CT MONROE AV LOCAL 36 212 4,449 69 73 60 Mod V Good 8 23 70 11337 PECAN AV MONROE AV ESMT LOCAL 36 195 4,101 71 64 60 Mod Good 9 19 69 11697 PECAN AV ESMT COLLEGIATE CT LOCAL 36 22 455 69 41 80 Strng Fair 10 20 60 10268 PECAN AV COLLEGIATE CT EOP LOCAL 39 119 2,494 68 46 80 Strng Good 14 18 60 11824 PENN ST CAMPUS PARK ST CAMPUS PARK DR LOCAL 37 30 623 76 45 80 Strng Good 6 18 66 10544 PENROSE AV HARVESTER ST COURTNEY LN LOCAL 33 107 2,237 46 66 60 Mod Fair 32 22 52 11735 PENROSE AV COURTNEY LN NIGHTINGALE ST LOCAL 33 75 1,567 44 70 60 Mod Fair 34 23 52 11250 PEPPER MILL ST BUTTER CREEK RD CLEARCREEK CT LOCAL 37 164 3,448 74 82 60 Mod V Good 5 21 77 11846 PEPPER MILL ST CLEARCREEK CT HEATHERGLEN CT LOCAL 37 47 984 86 86 60 Mod Excellent 0 14 86 11847 PEPPER MILL ST HEATHERGLEN CT BUTTER CREEK RD LOCAL 37 277 5,813 73 68 60 Mod V Good 7 21 71 11491 PEPPERDINE CI HARTFORD ST EOP LOCAL 37 62 1,301 72 54 60 Mod Good 10 18 66 10127 PHEASANT RUN ST WESTPORT ST TIERRA REJADA RD LOCAL 37 44 924 50 37 60 Mod Marginal 32 18 45 11510 PHEASANT RUN ST TIERRA REJADA RD VIEW MESA ST LOCAL 37 42 889 71 33 80 Strng Fair 0 29 58 11805 PHEASANT RUN ST VIEW MESA ST SLEEPY WIND ST LOCAL 37 60 1,253 69 50 80 Strng Good 4 27 63 10580 PINE HOLLOW PL ALDERGROVE ST LONDON GROVE CT LOCAL 33 54 1,144 65 57 60 Mod Good 15 20 63 11270 PINE HOLLOW PL LONDON GROVE CT RIVER GROVE ST LOCAL 33 48 1,012 66 60 80 Strng Good 10 25 63 11566 PINE HOLLOW PL RIVER GROVE ST EOP LOCAL 44 35 744 93 54 60 Mod V Good 0 7 80 11806 PINE RIDGE CT KNOTTY PINE ST EOP LOCAL 41 51 1,067 81 51 80 Strng V Good 4 15 71 10446 PINEDALE RD TIMBERDALE RD CEDARDALE RD LOCAL 37 51 1,073 71 67 60 Mod V Good 9 20 70 10668 PINEDALE RD CEDARDALE RD CLEARWOOD RD LOCAL 34 54 1,124 69 62 80 Strng Good 8 23 66 10447 PINEDALE RD CLEARWOOD RD CLEARWOOD RD LOCAL 34 142 2,986 76 74 60 Mod V Good 11 13 75 10426 POINDEXTER AV GABBERT RD N COMMERCE AV LOCAL 38 128 2,693 98 81 60 Mod Excellent 0 2 92 10882 POINDEXTER AV N COMMERCE AV ENDEAVOUR CT LOCAL 38 228 4,786 70 77 60 Mod V Good 10 20 72 11143 POINDEXTER AV ENDEAVOUR CT TECH CI LOCAL 38 113 2,376 83 84 60 Mod V Good 3 14 83 10760 POINDEXTER AV MOORPARK AV MC FADDEN AV LOCAL 38 66 1,388 52 57 60 Mod Fair 36 11 53 10258 POINDEXTER AV MC FADDEN AV CORNETT AV LOCAL 38 61 1,281 64 69 80 Strng Good 2 34 65 10977 POINDEXTER AV CORNETT AV GISLER RD LOCAL 38 297 6,239 59 77 60 Mod Good 19 22 65 10034 POINDEXTER AV GISLER RD SIERRA AV LOCAL 38 97 2,042 71 84 60 Mod V Good 6 23 75 10906 POINDEXTER AV SIERRA AV TECH CI LOCAL 38 232 4,880 74 83 60 Mod V Good 8 18 76 10710 POPPYGLEN CT BUTTER CREEK RD HOLLYGLEN CT LOCAL 30 43 908 90 47 60 Mod V Good 0 10 75 10720 POPPYGLEN CT HOLLYGLEN CT EOP LOCAL 36 69 1,439 84 71 60 Mod V Good 6 10 79 IMS Infrastructure Management Services Appendix A page 16 of 24 59 City of Moorpark, CA
Street Inventory and Condition Summary - Sorted by Street Name Condition Summary GISID On Street From Street To Street FunCL Pavement Width (ft) Add Area (yd2) Pavement Area (yd2) Surface Distress Index (SDI) Roughness Index (RI) Structural Index (SI) Strength Rating Condition RatingLoad Assoc Distress Deducts (LADD)Non-Load Distress Deducts (NLAD)PCI Override (OPCI)OPCI DateCurrent Segment PCI (CPCI) 10525 PRINCETON AV SPRING RD W 118TH FW PRIMARY 54 991 20,821 46 73 60 Mod Fair 33 15 100 5/30/22 100 10041 PRINCETON AV W 118TH FW E 118TH FW PRIMARY 36 54 1,129 26 47 80 Strng Poor 40 27 100 5/30/22 100 10187 PRINCETON AV E 118TH FW NOGALES AV PRIMARY 34 147 3,078 30 54 60 Mod Poor 43 18 100 5/30/22 100 11414 PRINCETON AV NOGALES AV VIRGINIA COLONY PL PRIMARY 52 326 6,853 45 58 60 Mod Marginal 31 21 100 5/30/22 100 10717 PRINCETON AV VIRGINIA COLONY PL CONDOR DR PRIMARY 74 536 11,262 71 86 60 Mod V Good 10 14 100 5/30/22 100 11137 PRINCETON AV CONDOR DR 118 EB OFF PRINCETON RAMP PRIMARY 74 109 2,279 74 79 60 Mod V Good 6 10 75 11138 PRINCETON AV 118 EB OFF PRINCETON RAMP E 118TH FW PRIMARY 74 49 1,033 55 71 60 Mod Good 27 18 60 10689 PRINCETON AV E 118TH FW W 118TH FW PRIMARY 74 78 1,646 66 66 60 Mod Good 15 9 65 11136 PRINCETON AV W 118TH FW 118 WB OFF PRINCETON RAMP SECONDARY 74 53 1,106 71 67 80 Strng V Good 0 29 70 11864 PRINCETON AV 118 WB OFF PRINCETON RAMP E AMHERST ST SECONDARY 74 273 5,728 84 78 60 Mod V Good 3 13 82 11032 PRINCETON AV E AMHERST ST CAMPUS PARK DR SECONDARY 74 216 4,526 95 73 60 Mod Excellent 1 4 87 11705 PURDUE ST N WESTWOOD ST N TULANE AV LOCAL 33 86 1,797 47 78 60 Mod Fair 18 35 58 11707 PURDUE ST N TULANE AV N AUBURN CI LOCAL 33 79 1,668 54 68 80 Strng Fair 4 42 58 10531 QUAIL SUMMIT RD WOODGLEN DR FAIRBROOK LN LOCAL 39 50 1,058 81 64 60 Mod V Good 4 15 75 10974 QUAIL SUMMIT RD FAIRBROOK LN KIMBERWICK LN LOCAL 39 56 1,179 86 77 60 Mod V Good 0 14 83 11738 QUAIL SUMMIT RD KIMBERWICK LN FIRESIDE LN LOCAL 39 53 1,118 89 76 60 Mod V Good 0 11 84 10726 QUAIL SUMMIT RD FIRESIDE LN DEEPWELL LN LOCAL 39 64 1,346 88 71 60 Mod V Good 1 11 82 10093 QUAIL SUMMIT RD DEEPWELL LN EOP LOCAL 43 65 1,357 80 62 60 Mod V Good 9 11 74 10334 QUAILWOOD ST CHESTNUT RIDGE ST FLOWERWOOD CT LOCAL 35 67 1,409 39 69 60 Mod Marginal 37 24 48 11516 QUAILWOOD ST FLOWERWOOD CT BENDING OAK CT LOCAL 35 122 2,555 37 84 60 Mod Fair 40 22 52 10838 QUAILWOOD ST BENDING OAK CT WINTER WOOD CT LOCAL 35 62 1,307 32 85 30 Weak Marginal 46 22 49 11072 QUAILWOOD ST WINTER WOOD CT MOUNTAIN MEADOW DR LOCAL 35 37 784 24 52 60 Mod Poor 45 32 33 11222 QUEENS CT EOP MARYMOUNT ST LOCAL 41 62 1,309 69 48 80 Strng Good 0 31 62 10165 RAINIER ST REYES ST GISLER RD LOCAL 33 72 1,511 97 66 60 Mod Excellent 0 3 86 10750 RAINS CT ESMT CAMPUS CANYON DR LOCAL 38 81 1,703 77 60 80 Strng V Good 3 20 72 10823 RAND ST N DUKE ST STANFORD ST LOCAL 28 132 2,776 71 66 80 Strng Good 2 27 69 10186 RANGEWOOD CT EOP WALNUT CANYON RD LOCAL 35 91 1,917 93 53 60 Mod V Good 0 7 80 11318 RANSOM RD EOP SOUTHHAMPTON RD LOCAL 36 176 3,693 46 64 60 Mod Fair 34 21 51 10778 REEDLEY ST EOP JULLIARD AV LOCAL 46 57 1,205 77 42 80 Strng Good 8 15 65 10393 REEDLEY ST JULLIARD AV PRIVATE DRWY LOCAL 38 37 778 69 49 60 Mod Good 14 17 63 10285 REEDLEY ST PRIVATE DRWY CHAPMAN PL LOCAL 38 15 307 70 75 80 Strng V Good 0 30 72 11233 REEDLEY ST CHAPMAN PL PRIVATE DRWY LOCAL 38 95 1,996 76 69 80 Strng V Good 0 24 73 10774 REEDLEY ST PRIVATE DRWY PRIVATE DRWY LOCAL 38 123 2,577 76 78 60 Mod V Good 0 24 77 10284 REEDLEY ST PRIVATE DRWY PRIVATE DRWY LOCAL 38 67 1,404 59 60 80 Strng Fair 12 29 59 10016 REEDLEY ST PRIVATE DRWY PRIVATE DRWY LOCAL 38 43 897 47 66 80 Strng Fair 15 37 53 11717 REEDLEY ST PRIVATE DRWY MARQUETTE ST LOCAL 38 33 698 53 55 80 Strng Fair 13 34 53 11472 REVELLO ST TUSCANIA CT MONDOVI CT LOCAL 39 14 294 66 55 80 Strng Good 0 34 62 10461 REVELLO ST MONDOVI CT RIVA CT LOCAL 34 6 131 63 61 60 Mod Good 15 22 62 11656 REVELLO ST RIVA CT SARNO CT LOCAL 34 18 383 65 67 60 Mod Good 10 25 66 11657 REVELLO ST SARNO CT LUCIA CT LOCAL 34 11 236 68 74 80 Strng V Good 3 29 70 10665 REVELLO ST LUCIA CT PRATO CT LOCAL 34 10 205 64 64 80 Strng Good 7 30 63 10442 REVELLO ST PRATO CT BERGAMO CT LOCAL 34 20 428 69 79 60 Mod V Good 5 26 72 10443 REVELLO ST BERGAMO CT CATANIA CT LOCAL 34 20 417 65 78 80 Strng Good 0 35 69 IMS Infrastructure Management Services Appendix A page 17 of 24 60 City of Moorpark, CA
Street Inventory and Condition Summary - Sorted by Street Name Condition Summary GISID On Street From Street To Street FunCL Pavement Width (ft) Add Area (yd2) Pavement Area (yd2) Surface Distress Index (SDI) Roughness Index (RI) Structural Index (SI) Strength Rating Condition RatingLoad Assoc Distress Deducts (LADD)Non-Load Distress Deducts (NLAD)PCI Override (OPCI)OPCI DateCurrent Segment PCI (CPCI) 10859 REVELLO ST CATANIA CT TRAPANI CT LOCAL 34 25 528 62 88 60 Mod V Good 14 24 71 11372 REVELLO ST TRAPANI CT SORTINO CT LOCAL 34 27 560 65 75 60 Mod Good 11 24 69 10683 REVELLO ST SORTINO CT TORINO ST LOCAL 34 19 391 69 33 80 Strng Fair 0 31 57 10621 REYES ST RAINIER ST GISLER RD LOCAL 34 75 1,565 98 57 60 Mod V Good 0 2 84 11164 RIDGECREST DR SPRING RD ELK RUN LP LOCAL 77 504 10,594 82 80 60 Mod V Good 2 16 81 10939 RIDGECREST DR ELK RUN LP SIMMONS AV LOCAL 76 228 4,780 86 86 60 Mod Excellent 2 12 86 11902 RIDGECREST DR SIMMONS AV HIGHTOP ST LOCAL 76 246 5,162 83 86 60 Mod V Good 7 10 84 11889 RIDGECREST DR HIGHTOP ST EOP LOCAL 76 61 1,290 77 83 60 Mod V Good 0 23 79 10607 RIVER GROVE ST EOP ALDERBROOK ST LOCAL 36 144 3,018 71 69 60 Mod V Good 9 19 70 10852 RIVER GROVE ST ALDERBROOK ST MOUNTAIN MEADOW DR LOCAL 36 38 796 59 47 60 Mod Fair 21 21 54 11557 RIVER GROVE ST MOUNTAIN MEADOW DR MISTY HOLLOW CT LOCAL 33 36 751 51 58 60 Mod Fair 32 17 53 10112 RIVER GROVE ST MISTY HOLLOW CT SANDYHOLLOW CT LOCAL 33 51 1,067 56 72 60 Mod Good 25 19 61 10821 RIVER GROVE ST SANDYHOLLOW CT PINE HOLLOW PL LOCAL 33 50 1,042 79 70 60 Mod V Good 6 16 76 11758 RIVERGLEN ST ALDERGLEN ST BROOKGLEN ST LOCAL 33 93 1,962 78 66 80 Strng V Good 0 22 74 10696 ROBERTS AV MILLARD ST HARRY ST LOCAL 38 225 4,733 90 65 60 Mod V Good 0 10 82 10492 ROBERTS AV SPRING RD HARRY ST LOCAL 39 34 705 96 31 80 Strng V Good 0 4 74 10712 ROBINWOOD LN EOP LAURELHURST RD LOCAL 40 48 1,016 90 57 60 Mod V Good 6 5 79 11497 ROLLING KNOLL RD LAURELHURST RD PEACH HILL RD LOCAL 40 61 1,283 86 40 80 Strng V Good 4 10 70 10699 ROLLING KNOLL RD PEACH HILL RD SILVER OAK LN LOCAL 37 36 749 81 44 80 Strng Good 0 19 69 11051 ROLLING KNOLL RD SILVER OAK LN CHESTERFIELD DR LOCAL 37 57 1,189 77 67 60 Mod V Good 7 16 73 11664 ROSECREEK DR STERLINGVIEW DR LAURELVIEW DR LOCAL 33 114 2,392 86 82 60 Mod V Good 5 9 84 10475 RUTGER CI E WESTWOOD ST EOP LOCAL 36 80 1,673 56 52 80 Strng Fair 13 31 54 10781 RUTH AV MILLARD ST HARRY ST LOCAL 34 184 3,860 100 65 60 Mod Excellent 0 0 88 11200 SAGEWOOD DR COUNTRYHILL RD WESTDALE RD LOCAL 37 42 889 35 58 80 Strng Marginal 23 42 42 11201 SAGEWOOD DR WESTDALE RD HEATHERDALE CT LOCAL 33 48 1,012 37 67 80 Strng Marginal 2 60 47 11663 SAGEWOOD DR HEATHERDALE CT TIMBERDALE RD LOCAL 33 62 1,299 64 75 80 Strng Good 6 31 67 10927 SAGEWOOD DR TIMBERDALE RD CEDARDALE RD LOCAL 33 47 978 77 65 60 Mod V Good 5 17 73 10928 SAGEWOOD DR CEDARDALE RD EOP LOCAL 42 37 786 76 60 60 Mod V Good 8 16 71 10358 SANDYHOLLOW CT RIVER GROVE ST EOP LOCAL 43 49 1,031 53 37 80 Strng Marginal 25 22 47 11571 SARAH AV MILLARD ST HARRY ST LOCAL 35 193 4,051 91 60 60 Mod V Good 1 8 80 10501 SCIENCE DR MILLER PY EOP LOCAL 40 452 9,494 76 70 60 Mod V Good 14 10 74 11686 SEITZ CT EOP CAMPUS CANYON DR LOCAL 39 111 2,338 73 65 60 Mod V Good 8 19 70 11687 SEITZ CT CAMPUS CANYON DR EOP LOCAL 41 64 1,353 81 62 60 Mod V Good 3 17 74 10132 SHADY KNOLL CT EOP CHRISTIAN BARRETT DR LOCAL 47 31 660 43 38 80 Strng Marginal 32 24 41 10140 SHADY POINT DR CANDLEWOOD CT N CEDARPINE LN LOCAL 33 183 3,833 33 62 60 Mod Marginal 38 26 42 10833 SHADYRIDGE DR EOP TERRACERIDGE RD LOCAL 40 68 1,437 71 69 60 Mod V Good 10 18 70 11498 SHADYRIDGE DR TERRACERIDGE RD HAVENRIDGE CT LOCAL 38 92 1,929 55 84 60 Mod Good 27 18 65 10445 SHADYRIDGE DR HAVENRIDGE CT MOUNTAIN TRAIL ST LOCAL 38 58 1,208 67 69 60 Mod Good 17 16 68 10994 SHAKESPEARE PL COLLINS DR DORIS CT LOCAL 33 33 698 83 45 80 Strng V Good 3 14 70 10275 SHAKESPEARE PL DORIS CT EOP LOCAL 41 55 1,148 76 52 80 Strng Good 5 19 68 10703 SHASTA AV W LOS ANGELES AV EVEREST AV LOCAL 36 50 1,042 94 57 60 Mod V Good 0 6 81 10306 SHASTA AV EVEREST AV SIERRA AV LOCAL 36 63 1,328 100 75 60 Mod Excellent 0 0 91 11793 SHASTA AV SIERRA AV LASSEN AV LOCAL 36 118 2,468 97 76 60 Mod Excellent 2 1 90 IMS Infrastructure Management Services Appendix A page 18 of 24 61 City of Moorpark, CA
Street Inventory and Condition Summary - Sorted by Street Name Condition Summary GISID On Street From Street To Street FunCL Pavement Width (ft) Add Area (yd2) Pavement Area (yd2) Surface Distress Index (SDI) Roughness Index (RI) Structural Index (SI) Strength Rating Condition RatingLoad Assoc Distress Deducts (LADD)Non-Load Distress Deducts (NLAD)PCI Override (OPCI)OPCI DateCurrent Segment PCI (CPCI) 10050 SHASTA AV LASSEN AV PALOMAR AV LOCAL 36 51 1,074 100 79 60 Mod Excellent 0 0 93 10270 SHASTA AV PALOMAR AV DIABLO AV LOCAL 36 53 1,109 100 71 60 Mod Excellent 0 0 90 11214 SHASTA AV DIABLO AV SIERRA AV LOCAL 36 140 2,942 100 70 60 Mod Excellent 0 1 90 10857 SHERMAN AV MILLARD ST HARRY ST LOCAL 38 227 4,775 92 53 60 Mod V Good 0 8 79 11794 SIERRA AV SHASTA AV WHITNEY AV LOCAL 37 50 1,045 100 58 60 Mod Excellent 0 0 86 10056 SIERRA AV WHITNEY AV LASSEN AV LOCAL 37 134 2,819 98 63 60 Mod Excellent 1 1 86 10815 SIERRA AV LASSEN AV PALOMAR AV LOCAL 37 88 1,839 100 72 60 Mod Excellent 0 0 90 10999 SIERRA AV PALOMAR AV DIABLO AV LOCAL 37 54 1,140 100 72 60 Mod Excellent 0 0 90 10767 SIERRA AV DIABLO AV SHASTA AV LOCAL 37 54 1,131 100 69 60 Mod Excellent 0 0 89 10035 SIERRA AV SHASTA AV POINDEXTER AV LOCAL 37 33 695 100 48 60 Mod V Good 0 0 82 11782 SILVER CREEK ST CONEJO MESA ST PEACH HILL RD LOCAL 37 279 5,865 64 73 60 Mod Good 17 18 67 10080 SILVER OAK LN ROLLING KNOLL RD EOP LOCAL 42 49 1,029 85 36 80 Strng Good 0 15 69 10603 SILVERCREST ST MAPLECREST ST HAVENCREST ST LOCAL 34 357 7,507 35 69 60 Mod Marginal 43 22 46 11734 SIR GEORGE CT CHARLES ST EOP LOCAL 35 86 1,809 47 54 60 Mod Marginal 31 22 49 11055 SKIDMORE CT GRAND ISLE DR EOP LOCAL 40 56 1,183 48 52 60 Mod Marginal 30 23 49 10510 SKYGLEN CT MOUNTAIN TRAIL ST EOP LOCAL 37 110 2,313 39 72 80 Strng Marginal 24 37 49 11322 SKYLARK CT INGLEWOOD ST EOP LOCAL 39 64 1,334 82 49 80 Strng V Good 4 15 71 11799 SLEEPY WIND ST CONEJO MESA ST PHEASANT RUN ST LOCAL 33 131 2,755 67 69 60 Mod Good 11 21 67 10368 SLEEPY WIND ST PHEASANT RUN ST EOP LOCAL 37 109 2,296 60 73 60 Mod Good 18 22 64 11142 SOPHOMORE CT UNIVERSITY DR EOP LOCAL 43 46 975 74 42 80 Strng Good 5 21 63 11442 SOSNA CT EOP CAMPUS CANYON DR LOCAL 48 36 765 76 41 80 Strng Good 6 18 64 11520 SOUTHHAMPTON RD KEISHA DR TIERRA REJADA RD LOCAL 38 27 569 63 27 80 Strng Fair 20 17 51 10600 SOUTHHAMPTON RD TIERRA REJADA RD CHRISTIAN BARRETT DR LOCAL 36 162 3,405 28 64 60 Mod Poor 51 19 39 11804 SOUTHHAMPTON RD CHRISTIAN BARRETT DR MEEHAM WY LOCAL 36 55 1,150 53 40 60 Mod Marginal 27 20 48 11060 SOUTHHAMPTON RD MEEHAM WY DONNYBROOK LN LOCAL 36 63 1,325 65 69 60 Mod Good 17 18 66 10787 SPRING CREEK CT WALNUT CREEK RD EOP LOCAL 38 71 1,491 48 55 80 Strng Fair 21 31 50 10384 SPRING CREEK RD EOP HILLSIDE DR LOCAL 32 28 598 28 71 60 Mod Marginal 50 22 42 10106 SPRING CREEK RD HILLSIDE DR WALNUT CREEK RD LOCAL 32 148 3,107 42 75 60 Mod Fair 33 25 53 11511 SPRING RD TIERRA REJADA RD CHRISTIAN BARRETT DR PRIMARY 63 339 7,125 94 76 60 Mod Excellent 3 4 88 10118 SPRING RD CHRISTIAN BARRETT DR PEACH HILL RD PRIMARY 50 681 14,293 87 77 60 Mod V Good 4 9 83 11058 SPRING RD PEACH HILL RD PEACH HILL RD PRIMARY 50 23 480 66 61 60 Mod Good 12 22 64 11278 SPRING RD PEACH HILL RD E LOS ANGELES AV PRIMARY 44 840 17,642 57 70 60 Mod Good 24 17 61 10067 SPRING RD E LOS ANGELES AV SPRING ST PRIMARY 67 262 5,508 70 71 60 Mod V Good 19 11 70 10493 SPRING RD SPRING ST ROBERTS AV PRIMARY 63 25 522 82 82 60 Mod V Good 8 10 82 10870 SPRING RD ROBERTS AV 2ND ST PRIMARY 63 221 4,646 48 75 60 Mod Fair 30 16 57 10049 SPRING RD 2ND ST SOUTHERN PACIFIC RR PRIMARY 65 274 5,747 82 73 60 Mod V Good 6 12 78 10528 SPRING RD SOUTHERN PACIFIC RR HIGH ST PRIMARY 66 70 1,470 80 51 60 Mod V Good 13 7 70 11837 SPRING RD PRINCETON AV CHARLES ST LOCAL 62 121 2,534 72 57 80 Strng Good 7 21 67 11811 SPRING RD CHARLES ST ELK RUN LP LOCAL 63 1,337 28,084 79 88 60 Mod V Good 8 14 81 11838 SPRING RD ELK RUN LP RIDGECREST DR LOCAL 62 370 7,767 76 86 60 Mod V Good 8 16 79 11625 SPRING RD RIDGECREST DR WALNUT CANYON RD LOCAL 62 490 10,287 79 79 60 Mod V Good 8 13 79 11286 SPRINGTIME LN EOP BLAIRWOOD DR LOCAL 48 27 563 79 41 80 Strng Good 0 21 66 10792 STANFORD ST N AMHERST ST HARVARD ST LOCAL 33 217 4,557 72 74 60 Mod V Good 3 25 72 IMS Infrastructure Management Services Appendix A page 19 of 24 62 City of Moorpark, CA
Street Inventory and Condition Summary - Sorted by Street Name Condition Summary GISID On Street From Street To Street FunCL Pavement Width (ft) Add Area (yd2) Pavement Area (yd2) Surface Distress Index (SDI) Roughness Index (RI) Structural Index (SI) Strength Rating Condition RatingLoad Assoc Distress Deducts (LADD)Non-Load Distress Deducts (NLAD)PCI Override (OPCI)OPCI DateCurrent Segment PCI (CPCI) 11244 STANFORD ST HARVARD ST N DUKE ST LOCAL 36 52 1,101 65 65 60 Mod Good 15 20 65 10790 STANFORD ST N DUKE ST RAND ST LOCAL 36 52 1,083 67 78 60 Mod V Good 12 21 70 10025 STANFORD ST RAND ST PENN ST LOCAL 36 53 1,110 65 57 60 Mod Good 15 21 62 11335 STANLEY CT CAMPUS CANYON DR EOP LOCAL 43 35 728 83 55 80 Strng V Good 0 17 74 11665 STERLINGVIEW DR BENTCREEK RD ROSECREEK DR LOCAL 34 137 2,871 88 77 60 Mod V Good 4 8 84 11460 STERLINGVIEW DR ROSECREEK DR COUNTRYWOOD DR LOCAL 37 39 817 85 54 60 Mod V Good 9 6 74 10075 STONEYGLEN CT WALNUT CREEK RD EOP LOCAL 40 65 1,372 42 62 80 Strng Marginal 24 34 48 11502 SUGAR MAPLE CT KNOTTY PINE ST EOP LOCAL 42 48 1,015 81 53 80 Strng V Good 1 19 71 11101 SUMMER ST EOP CLIFFROSE AV LOCAL 38 97 2,041 66 76 60 Mod Good 13 21 69 10318 SUMMERGLEN CT MOUNTAIN TRAIL ST EOP LOCAL 38 104 2,192 50 72 60 Mod Fair 28 23 57 11800 SUMMERSHADE LN EOP ELMROCK AV LOCAL 40 54 1,134 39 41 60 Mod Poor 37 24 39 11100 SUNNYGLEN DR MOUNTAIN TRAIL ST WALNUT CREEK RD LOCAL 33 293 6,143 72 61 60 Mod Good 15 13 68 10383 SUNNYSLOPE PL EOP HIDDEN PINES CT LOCAL 43 48 1,010 52 34 80 Strng Marginal 4 44 46 11797 SUNRISEMEADOW CT EOP TERRACEMEADOW CT LOCAL 43 34 722 41 34 80 Strng Poor 21 38 38 10505 SUNSETMEADOW CT COUNTRYMEADOW ST EOP LOCAL 41 43 903 64 55 80 Strng Good 13 23 61 10335 SUNSETRIDGE RD EOP TERRACERIDGE RD LOCAL 36 151 3,179 70 78 60 Mod V Good 13 17 72 10840 SUNSETRIDGE RD TERRACERIDGE RD MOUNTAIN TRAIL ST LOCAL 37 83 1,745 70 66 60 Mod Good 8 22 69 11483 SUSAN AV MILLARD ST HARRY ST LOCAL 35 207 4,354 95 68 60 Mod Excellent 3 2 86 11330 SWIFT PL EOP UNIVERSITY DR LOCAL 38 70 1,463 55 53 60 Mod Fair 22 24 54 11757 TALMADGE RD BUTTER CREEK RD COTTONTAIL RD LOCAL 33 90 1,896 84 89 60 Mod Excellent 3 13 86 10972 TALMADGE RD COTTONTAIL RD COURTNEY LN LOCAL 33 36 749 81 76 60 Mod V Good 6 13 79 11523 TALMADGE RD COURTNEY LN AVEDON RD LOCAL 33 86 1,813 85 80 60 Mod V Good 8 7 83 11762 TECH CI EOP POINDEXTER AV LOCAL 40 105 2,199 68 58 80 Strng Good 7 24 65 10107 TECOLOTE CT WILLIAMS RANCH RD EOP LOCAL 39 48 1,006 73 38 80 Strng Good 10 16 61 11274 TEJADA AV BONSAI AV GOLDMAN AV LOCAL 36 40 831 51 64 60 Mod Fair 28 21 55 11792 TEJADA AV GOLDMAN AV KAZUKO CT LOCAL 36 32 664 77 59 80 Strng V Good 0 23 71 10704 TERRACEMEADOW CT COUNTRYMEADOW ST SUNRISEMEADOW CT LOCAL 33 45 943 45 51 80 Strng Marginal 25 30 47 10071 TERRACEMEADOW CT SUNRISEMEADOW CT EOP LOCAL 41 54 1,136 45 71 60 Mod Fair 34 21 53 10841 TERRACERIDGE RD SHADYRIDGE DR SUNSETRIDGE RD LOCAL 33 134 2,813 72 64 60 Mod Good 9 18 69 11441 THIONNET PL CAMPUS CANYON DR EOP LOCAL 41 41 865 76 55 80 Strng Good 4 20 69 11745 THOMASVILLE CT WESTPORT ST EOP LOCAL 38 130 2,732 43 54 60 Mod Marginal 36 21 46 10100 TIERRA REJADA RD SUNSET VALLEY RD BRENNAN RD PRIMARY 66 185 3,882 35 76 60 Mod Marginal 41 24 48 11139 TIERRA REJADA RD BRENNAN RD HWY 23 ON RAMP SB RAMP PRIMARY 68 80 1,690 62 79 60 Mod Good 14 24 67 11427 TIERRA REJADA RD HWY 23 ON RAMP SB RAMP 23 SB OFF TIERRA REJADA RAMP PRIMARY 74 121 2,533 47 79 80 Strng Fair 9 44 57 10616 TIERRA REJADA RD 23 SB OFF TIERRA REJADA RAMP TIERRA REJADA ON 23 SB RAMP PRIMARY 85 126 2,651 59 88 60 Mod Good 16 25 68 11097 TIERRA REJADA RD TIERRA REJADA ON 23 SB RAMP TIERRA REJADA ON 23 SB RAMP PRIMARY 85 27 563 86 93 60 Mod Excellent 0 14 88 11107 TIERRA REJADA RD TIERRA REJADA ON 23 SB RAMP S 23RD FW PRIMARY 85 31 650 86 93 60 Mod Excellent 0 14 88 10592 TIERRA REJADA RD S 23RD FW N 23RD FW PRIMARY 85 43 907 88 93 60 Mod Excellent 0 12 89 10141 TIERRA REJADA RD N 23RD FW TIERRA REJADA ON 23 NB RAMP PRIMARY 85 17 357 95 97 60 Mod Excellent 0 5 95 10686 TIERRA REJADA RD TIERRA REJADA ON 23 NB RAMP TIERRA REJADA ON 23 NB RAMP PRIMARY 85 31 658 83 91 60 Mod Excellent 0 17 85 11859 TIERRA REJADA RD TIERRA REJADA ON 23 NB RAMP 23 NB OFF TIERRA REJADA RAMP PRIMARY 88 119 2,491 68 90 60 Mod V Good 0 32 75 11860 TIERRA REJADA RD 23 NB OFF TIERRA REJADA RAMP TIERRA REJADA ON 23 NB RAMP PRIMARY 89 61 1,284 66 82 80 Strng V Good 2 32 71 11765 TIERRA REJADA RD TIERRA REJADA ON 23 NB RAMP DS@249FT PRIMARY 95 131 2,754 66 75 80 Strng Good 1 33 69 IMS Infrastructure Management Services Appendix A page 20 of 24 63 City of Moorpark, CA
Street Inventory and Condition Summary - Sorted by Street Name Condition Summary GISID On Street From Street To Street FunCL Pavement Width (ft) Add Area (yd2) Pavement Area (yd2) Surface Distress Index (SDI) Roughness Index (RI) Structural Index (SI) Strength Rating Condition RatingLoad Assoc Distress Deducts (LADD)Non-Load Distress Deducts (NLAD)PCI Override (OPCI)OPCI DateCurrent Segment PCI (CPCI) 10378 TIERRA REJADA RD SUNSET VALLEY RD MOORPARK RD PRIMARY 64 655 13,761 77 83 60 Mod V Good 7 16 79 10329 TIERRA REJADA RD MOORPARK RD SPRING RD PRIMARY 66 391 8,211 59 78 60 Mod Good 20 21 64 10599 TIERRA REJADA RD SPRING RD SOUTHHAMPTON RD PRIMARY 68 448 9,412 81 84 60 Mod V Good 8 11 81 10847 TIERRA REJADA RD SOUTHHAMPTON RD HIDDEN PINES CT PRIMARY 68 965 20,272 89 89 60 Mod Excellent 7 4 89 10593 TIERRA REJADA RD HIDDEN PINES CT PEACH HILL RD PRIMARY 68 291 6,121 80 89 60 Mod V Good 9 11 83 11295 TIERRA REJADA RD PEACH HILL RD PHEASANT RUN ST PRIMARY 68 246 5,165 79 83 60 Mod V Good 8 13 80 10103 TIERRA REJADA RD PHEASANT RUN ST BROOKHURST CT PRIMARY 68 278 5,831 79 88 60 Mod V Good 9 12 82 11075 TIERRA REJADA RD BROOKHURST CT WALNUT CREEK RD PRIMARY 70 406 8,533 80 89 60 Mod V Good 10 10 83 11538 TIERRA REJADA RD WALNUT CREEK RD MOUNTAIN MEADOW DR PRIMARY 69 922 19,369 81 88 60 Mod V Good 11 8 83 10033 TIERRA REJADA RD MOUNTAIN MEADOW DR MOUNTAIN TRAIL ST PRIMARY 60 409 8,599 75 88 60 Mod V Good 11 15 79 11695 TIERRA REJADA RD MOUNTAIN TRAIL ST COUNTRYWOOD DR PRIMARY 76 609 12,788 76 82 60 Mod V Good 10 14 78 11040 TIERRA REJADA RD COUNTRYWOOD DR HARVESTER ST PRIMARY 65 632 13,265 73 81 60 Mod V Good 13 15 75 10744 TIERRA REJADA RD HARVESTER ST COURTNEY LN PRIMARY 64 207 4,338 66 97 60 Mod V Good 15 18 76 10722 TIERRA REJADA RD COURTNEY LN GABBERT RD PRIMARY 68 237 4,987 60 75 60 Mod Good 19 20 65 11456 TIMBERDALE RD SAGEWOOD DR PINEDALE RD LOCAL 34 83 1,744 65 67 60 Mod Good 14 21 65 11658 TIMBERDALE RD PINEDALE RD COUNTRYWOOD DR LOCAL 35 37 780 64 65 60 Mod Good 12 24 64 11317 TIMBERRIDGE RD EOP MAPLERIDGE CT LOCAL 38 123 2,576 82 71 60 Mod V Good 7 11 78 11869 TIMBERRIDGE RD MAPLERIDGE CT MOUNTAIN TRAIL ST LOCAL 32 33 696 76 55 60 Mod Good 14 10 69 11748 TIMBERVIEW CT EOP CHESTNUT RIDGE ST LOCAL 37 112 2,353 26 51 60 Mod Poor 48 27 34 10609 TORINO ST CEDAR SPRINGS ST BRINDISI PL LOCAL 32 21 441 84 49 80 Strng V Good 0 16 72 10922 TORINO ST BRINDISI PL MIRABELLA ST LOCAL 32 15 310 71 62 80 Strng Good 0 29 68 11449 TORINO ST MIRABELLA ST NAPOLI PL LOCAL 32 28 596 58 78 60 Mod Good 20 22 64 11450 TORINO ST NAPOLI PL MILANO PL LOCAL 32 33 685 64 79 60 Mod Good 15 22 69 10439 TORINO ST MILANO PL REVELLO ST LOCAL 32 30 639 59 81 60 Mod Good 16 24 66 11451 TORINO ST REVELLO ST MOUNTAIN MEADOW DR LOCAL 32 36 762 61 54 80 Strng Fair 14 25 58 11500 TRAILCREST DR BLAIRWOOD DR ELMROCK AV LOCAL 32 66 1,393 63 67 60 Mod Good 17 20 64 10576 TRAILCREST DR ELMROCK AV GREENBUSH LN LOCAL 32 59 1,231 66 68 60 Mod Good 11 23 66 10367 TRAILCREST DR GREENBUSH LN CHRISTIAN BARRETT DR LOCAL 32 82 1,712 69 56 80 Strng Good 9 22 64 11231 TROJAN CT LOYOLA ST EOP LOCAL 37 86 1,809 46 53 80 Strng Marginal 12 41 48 10269 TROLLOPE CT UNIVERSITY DR EOP LOCAL 42 42 892 68 48 80 Strng Good 11 20 61 10014 TULANE AV E PURDUE ST BAYLOR CI LOCAL 32 66 1,378 64 51 60 Mod Fair 17 20 59 10011 TULANE AV BAYLOR CI CAMBRIDGE ST LOCAL 32 54 1,131 69 61 60 Mod Good 10 22 66 10961 UNIDOS AV LETA YANCY RD JUAREZ AV LOCAL 23 70 1,462 29 70 80 Strng Marginal 28 44 42 11360 UNIDOS AV JUAREZ AV EOP LOCAL 22 14 294 41 74 60 Mod Fair 23 36 51 10990 UNIVERSITY DR COLLINS DR MILNE CI LOCAL 33 44 929 80 58 80 Strng V Good 0 20 72 10753 UNIVERSITY DR MILNE CI SWIFT PL LOCAL 33 54 1,139 84 71 60 Mod V Good 1 15 79 10549 UNIVERSITY DR SWIFT PL GRIFFITH LN LOCAL 33 142 2,984 85 76 60 Mod V Good 0 15 82 10264 UNIVERSITY DR GRIFFITH LN SOPHOMORE CT LOCAL 33 54 1,124 80 71 60 Mod V Good 6 15 77 11327 UNIVERSITY DR SOPHOMORE CT FRESHMAN CT LOCAL 33 55 1,151 91 89 60 Mod Excellent 2 7 90 10266 UNIVERSITY DR FRESHMAN CT BORGES CT LOCAL 33 47 984 91 90 60 Mod Excellent 5 3 91 11331 UNIVERSITY DR BORGES CT TROLLOPE CT LOCAL 33 53 1,115 80 75 60 Mod V Good 7 12 78 11698 UNIVERSITY DR TROLLOPE CT CAMPUS DR LOCAL 33 71 1,495 82 58 80 Strng V Good 0 18 74 10507 VALLEY RD MAGNOLIA ST DS@551FT LOCAL 20 61 1,285 80 50 60 Mod Good 10 10 70 IMS Infrastructure Management Services Appendix A page 21 of 24 64 City of Moorpark, CA
Street Inventory and Condition Summary - Sorted by Street Name Condition Summary GISID On Street From Street To Street FunCL Pavement Width (ft) Add Area (yd2) Pavement Area (yd2) Surface Distress Index (SDI) Roughness Index (RI) Structural Index (SI) Strength Rating Condition RatingLoad Assoc Distress Deducts (LADD)Non-Load Distress Deducts (NLAD)PCI Override (OPCI)OPCI DateCurrent Segment PCI (CPCI) 11693 VASSAR CI HARTFORD ST EOP LOCAL 36 65 1,374 78 68 60 Mod V Good 8 13 75 10316 VIEW MESA ST CONEJO MESA ST PHEASANT RUN ST LOCAL 32 125 2,626 64 59 60 Mod Good 14 22 62 11287 VIEW MESA ST PHEASANT RUN ST EOP LOCAL 37 110 2,309 51 52 80 Strng Fair 13 36 51 11743 VILLA CAMPESINA AV LETA YANCY RD JUAREZ AV LOCAL 32 97 2,044 54 65 60 Mod Fair 24 22 57 10360 VINEWOOD LN CHRISTIAN BARRETT DR EOP LOCAL 37 88 1,844 63 58 60 Mod Good 16 21 60 11732 VIRGINIA COLONY AV SOUTHERN PACIFIC RR VIRGINIA COLONY PL LOCAL 20 24 502 44 25 80 Strng Poor 27 30 37 10960 VIRGINIA COLONY PL VIRGINIA COLONY AV PRINCETON AV LOCAL 32 32 667 46 52 80 Strng Marginal 21 33 48 11056 VIS DEL VALLE DR PEACH HILL RD ADLENA PL LOCAL 36 52 1,083 72 40 80 Strng Good 2 26 61 10816 VIS DEL VALLE DR ADLENA PL VIS LEVANA DR LOCAL 36 22 468 64 63 80 Strng Good 11 25 63 11041 VIS DEL VALLE DR VIS LEVANA DR BONITA HEIGHTS ST LOCAL 36 68 1,431 77 64 60 Mod V Good 8 15 72 11564 VIS DEL VALLE DR BONITA HEIGHTS ST BELLA VISTA DR LOCAL 36 64 1,335 75 64 80 Strng V Good 3 22 71 11573 VIS LEVANA DR BELLA VISTA DR VIS DEL VALLE DR LOCAL 32 156 3,269 69 69 80 Strng Good 2 29 69 11059 VISTAMEADOW CT COUNTRYMEADOW ST EOP LOCAL 43 56 1,170 50 46 80 Strng Marginal 21 29 48 10489 VISTAPARK DR N ISLE ROYALE ST N CANYONLANDS RD LOCAL 33 50 1,048 86 66 60 Mod V Good 0 14 79 10785 VISTAPARK DR N CANYONLANDS RD N ASHTREE ST LOCAL 33 49 1,039 85 71 60 Mod V Good 0 15 80 10784 VISTAPARK DR N ASHTREE ST N VISTAPARK DR LOCAL 33 44 929 84 69 60 Mod V Good 0 16 79 10082 VISTAPARK DR E MESA VERDE DR E MILLERTON RD LOCAL 33 51 1,064 96 74 60 Mod Excellent 0 5 88 10497 VISTAPARK DR E MILLERTON RD E VISTAPARK DR LOCAL 33 46 957 88 74 60 Mod V Good 0 13 83 11076 WALNUT CREEK RD TIERRA REJADA RD MISTYGROVE ST LOCAL 37 51 1,061 74 43 80 Strng Good 2 25 63 10597 WALNUT CREEK RD MISTYGROVE ST CORAL CREST CT LOCAL 37 61 1,278 90 77 60 Mod Excellent 7 3 86 11518 WALNUT CREEK RD CORAL CREST CT ARBOR HILL ST LOCAL 37 78 1,628 89 63 60 Mod V Good 9 2 80 11519 WALNUT CREEK RD ARBOR HILL ST HAVENCREST ST LOCAL 37 325 6,824 48 78 60 Mod Fair 20 27 58 11437 WALNUT CREEK RD HAVENCREST ST MOUNTAIN MEADOW DR LOCAL 37 35 730 62 63 60 Mod Good 15 22 62 10708 WALNUT CREEK RD MOUNTAIN TRAIL ST CEDARGLEN CT LOCAL 37 31 647 70 65 60 Mod Good 11 20 68 10242 WALNUT CREEK RD CEDARGLEN CT STONEYGLEN CT LOCAL 37 50 1,060 65 89 60 Mod V Good 18 17 73 10074 WALNUT CREEK RD STONEYGLEN CT FORESTGLEN CT LOCAL 37 52 1,087 74 86 60 Mod V Good 11 15 78 10241 WALNUT CREEK RD FORESTGLEN CT AUTUMNGLEN CT LOCAL 37 50 1,052 80 92 60 Mod V Good 0 20 84 10320 WALNUT CREEK RD AUTUMNGLEN CT COUNTRYMEADOW ST LOCAL 37 56 1,177 76 83 60 Mod V Good 3 21 79 10962 WALNUT CREEK RD COUNTRYMEADOW ST CRESCENTMEADOW CT LOCAL 37 47 978 73 73 60 Mod V Good 4 23 73 11312 WALNUT CREEK RD CRESCENTMEADOW CT DEERMEADOW ST LOCAL 37 48 1,011 77 67 60 Mod V Good 3 20 73 11744 WALNUT CREEK RD DEERMEADOW ST MISTYMEADOW ST LOCAL 37 46 971 71 66 80 Strng Good 0 29 69 10975 WALNUT CREEK RD MISTYMEADOW ST SUNNYGLEN DR LOCAL 37 40 830 72 74 60 Mod V Good 11 16 72 11218 WALNUT CREEK RD SUNNYGLEN DR ALDERGLEN ST LOCAL 37 62 1,299 79 78 60 Mod V Good 3 18 78 11007 WALNUT CREEK RD ALDERGLEN ST HILLSIDE DR LOCAL 37 47 997 76 77 60 Mod V Good 4 20 76 10788 WALNUT CREEK RD HILLSIDE DR SPRING CREEK CT LOCAL 37 59 1,235 56 71 60 Mod Good 23 21 61 11560 WALNUT CREEK RD SPRING CREEK CT WESTMONT DR LOCAL 37 75 1,584 65 64 60 Mod Good 17 18 65 10574 WALNUT CREEK RD WESTMONT DR CRYSTAL RANCH RD LOCAL 37 61 1,276 69 82 60 Mod V Good 13 18 73 11289 WALNUT CREEK RD CRYSTAL RANCH RD TIERRA REJADA RD LOCAL 37 111 2,340 43 71 60 Mod Fair 36 21 52 11749 WALNUT ST HIGH ST CHARLES ST LOCAL 60 123 2,590 87 49 60 Mod V Good 5 8 74 10963 WALNUT ST CHARLES ST EVERETT ST LOCAL 46 91 1,906 66 54 60 Mod Good 15 18 62 10245 WARREN CI CHARLES ST EOP LOCAL 40 45 954 71 44 80 Strng Good 7 22 62 11081 WEEPING WILLOW DR EOP HATFIELD CT LOCAL 43 49 1,029 59 85 60 Mod Good 14 27 67 10324 WEEPING WILLOW DR HATFIELD CT DONNYBROOK LN LOCAL 33 218 4,582 50 74 60 Mod Fair 25 25 58 IMS Infrastructure Management Services Appendix A page 22 of 24 65 City of Moorpark, CA
Street Inventory and Condition Summary - Sorted by Street Name Condition Summary GISID On Street From Street To Street FunCL Pavement Width (ft) Add Area (yd2) Pavement Area (yd2) Surface Distress Index (SDI) Roughness Index (RI) Structural Index (SI) Strength Rating Condition RatingLoad Assoc Distress Deducts (LADD)Non-Load Distress Deducts (NLAD)PCI Override (OPCI)OPCI DateCurrent Segment PCI (CPCI) 10669 WESTDALE RD SAGEWOOD DR GENTLEWOOD DR LOCAL 33 81 1,708 68 65 60 Mod Good 14 18 67 10714 WESTGATE RD WOODGLEN DR PEACH HILL RD LOCAL 40 36 746 84 34 60 Mod Good 10 6 67 11267 WESTMONT DR WALNUT CREEK RD CRYSTAL RANCH RD LOCAL 33 117 2,454 32 61 60 Mod Marginal 47 21 41 10128 WESTPORT ST BROOKHURST CT HILLSHIRE CT LOCAL 33 39 825 58 56 60 Mod Fair 22 20 57 10170 WESTPORT ST HILLSHIRE CT PAINTED SKY ST LOCAL 33 48 1,013 43 56 60 Mod Marginal 35 22 47 10129 WESTPORT ST PAINTED SKY ST PHEASANT RUN ST LOCAL 33 53 1,104 29 60 60 Mod Poor 50 21 38 10126 WESTPORT ST PHEASANT RUN ST THOMASVILLE CT LOCAL 33 27 569 54 51 60 Mod Fair 30 16 52 11730 WESTPORT ST THOMASVILLE CT EOP LOCAL 38 94 1,970 31 63 60 Mod Marginal 37 32 41 10824 WESTWOOD ST YALE AV N BERKELEY CI LOCAL 38 51 1,064 82 45 80 Strng Good 4 15 69 11712 WESTWOOD ST N BERKELEY CI COLLEGE HEIGHTS DR LOCAL 38 124 2,612 79 48 80 Strng Good 6 15 68 11488 WESTWOOD ST COLLEGE HEIGHTS DR E AMHERST ST LOCAL 38 53 1,120 67 29 80 Strng Fair 10 23 54 11671 WESTWOOD ST E AMHERST ST E RUTGER CI LOCAL 38 54 1,132 71 40 80 Strng Good 9 20 61 10022 WESTWOOD ST E RUTGER CI E DARTMOUTH CI LOCAL 38 65 1,372 65 35 80 Strng Fair 12 23 54 11012 WESTWOOD ST E DARTMOUTH CI E LOYOLA ST LOCAL 38 92 1,937 66 38 80 Strng Fair 15 19 56 11703 WESTWOOD ST E PURDUE ST CAMBRIDGE ST LOCAL 33 80 1,687 61 71 80 Strng Good 6 33 64 10559 WHEATON ST EOP LOYOLA ST LOCAL 78 41 868 63 44 80 Strng Fair 0 37 56 10057 WHITNEY AV SIERRA AV PALOMAR AV LOCAL 32 150 3,149 100 84 60 Mod Excellent 0 0 94 10375 WICKS RD WALNUT CANYON RD CEDAR BLUFF CT LOCAL 27 73 1,542 53 44 60 Mod Fair 27 19 50 10144 WICKS RD CEDAR BLUFF CT OAK BLUFF CT LOCAL 25 74 1,547 64 53 60 Mod Good 15 21 60 11809 WICKS RD OAK BLUFF CT DS@720FT LOCAL 23 92 1,931 25 53 80 Strng Poor 38 37 34 10058 WILDFLOWER CT BUTTER CREEK RD EOP LOCAL 36 119 2,491 81 56 80 Strng V Good 2 17 72 10332 WILDWEST CI EOP LAURELHURST RD LOCAL 34 99 2,087 82 49 60 Mod V Good 5 13 71 11029 WILLIAMS RANCH RD EOP LAUREL GLEN DR LOCAL 39 72 1,520 68 73 60 Mod Good 14 18 69 11555 WILLIAMS RANCH RD LAUREL GLEN DR PEACH SLOPE RD LOCAL 37 52 1,084 46 79 60 Mod Fair 38 17 56 10802 WILLIAMS RANCH RD PEACH SLOPE RD GRANADILLA DR LOCAL 37 90 1,883 68 58 60 Mod Good 11 21 64 11774 WILLIAMS RANCH RD GRANADILLA DR CANARIO CT LOCAL 37 52 1,087 70 71 60 Mod V Good 6 24 70 10108 WILLIAMS RANCH RD CANARIO CT TECOLOTE CT LOCAL 37 52 1,083 71 73 60 Mod V Good 9 19 72 10109 WILLIAMS RANCH RD TECOLOTE CT COLIBRI CT LOCAL 37 79 1,665 73 72 60 Mod V Good 8 19 72 10110 WILLIAMS RANCH RD COLIBRI CT ALANDIA CT LOCAL 37 52 1,083 70 78 60 Mod V Good 11 19 72 11030 WILLIAMS RANCH RD ALANDIA CT CHRISTIAN BARRETT DR LOCAL 37 51 1,080 66 47 60 Mod Fair 17 17 60 10330 WILLOW CREEK LN EOP HARGROVE CT LOCAL 32 76 1,598 44 63 60 Mod Fair 34 22 50 11508 WILLOW CREEK LN HARGROVE CT ATWOOD CT LOCAL 32 48 1,015 41 77 60 Mod Fair 38 21 53 11803 WILLOW CREEK LN ATWOOD CT CHRISTIAN BARRETT DR LOCAL 32 29 619 63 42 80 Strng Fair 18 18 56 10121 WILLOW CREEK LN CHRISTIAN BARRETT DR EOP LOCAL 40 64 1,348 34 50 60 Mod Poor 46 20 39 10370 WILLOW FOREST DR WILLOW SPRING DR MOUNTAIN MEADOW DR LOCAL 33 234 4,921 57 73 60 Mod Good 23 21 62 11751 WILLOW GROVE CT WILLOW SPRING DR EOP LOCAL 39 94 1,981 48 59 80 Strng Fair 21 31 51 11789 WILLOW HILL DR WILLOW SPRING DR MOUNTAIN MEADOW DR LOCAL 33 335 7,028 51 67 60 Mod Fair 25 25 56 11527 WILLOW SPRING DR MOUNTAIN TRAIL ST WILLOW HILL DR LOCAL 33 35 734 46 67 60 Mod Fair 33 22 52 10342 WILLOW SPRING DR WILLOW HILL DR WILLOW FOREST DR LOCAL 33 50 1,056 38 76 60 Mod Fair 32 30 50 10738 WILLOW SPRING DR WILLOW FOREST DR WILLOW GROVE CT LOCAL 33 89 1,860 55 86 60 Mod Good 24 21 65 10980 WILLOW SPRING DR WILLOW GROVE CT MOUNTAIN MEADOW DR LOCAL 33 58 1,216 66 57 60 Mod Good 15 20 63 11541 WILLOWOOD CT BUTTER CREEK RD EOP LOCAL 34 112 2,355 86 67 60 Mod V Good 7 6 80 11391 WINTER AV EOP CLIFFROSE AV LOCAL 38 94 1,972 50 76 80 Strng Fair 13 37 58 IMS Infrastructure Management Services Appendix A page 23 of 24 66 City of Moorpark, CA
Street Inventory and Condition Summary - Sorted by Street Name Condition Summary GISID On Street From Street To Street FunCL Pavement Width (ft) Add Area (yd2) Pavement Area (yd2) Surface Distress Index (SDI) Roughness Index (RI) Structural Index (SI) Strength Rating Condition RatingLoad Assoc Distress Deducts (LADD)Non-Load Distress Deducts (NLAD)PCI Override (OPCI)OPCI DateCurrent Segment PCI (CPCI) 10835 WINTER WOOD CT QUAILWOOD ST EOP LOCAL 37 127 2,666 26 80 60 Mod Marginal 51 24 43 11389 WINTERGREEN LN EOP CANYONWOOD CT LOCAL 37 110 2,302 67 63 60 Mod Good 12 21 65 10338 WOODGLEN DR E QUAIL SUMMIT RD E WESTGATE RD LOCAL 38 69 1,456 85 66 60 Mod V Good 0 15 78 11507 WOODGLEN DR E WESTGATE RD LAURELHURST RD LOCAL 38 77 1,625 88 75 60 Mod V Good 0 12 83 11453 WOODHILL DR MOUNTAIN TRAIL ST BROADVIEW DR LOCAL 38 35 740 78 55 60 Mod V Good 13 9 70 10959 WOODLAKE MANOR EOP E CEDARPINE LN LOCAL 40 62 1,308 20 48 60 Mod Poor 56 24 29 11255 YALE AV E WESTWOOD ST E AMHERST ST LOCAL 37 104 2,188 74 42 80 Strng Good 8 18 63 IMS Infrastructure Management Services Appendix A page 24 of 24 67 Appendix B
$800k/Yr Rehabilitation Plan by Segment
68 City of Moorpark, CA Current PCI Date: 2/20/2023
Street Inventory and Five Year Rehabilitation Plan By Year $800k/Year Rehabilitation Plan Analysis Start Date: 3/1/2023 GISID On Street From Street To Street Current Segment PCI (CPCI) Year of First Rehab Rehab Activity Avg Unit Rate ($/yd2) Peripheral Concrete Costs ($) Segment Pavement Cost ($) Segment Total Cost ($) Whole Project Cost ($) 5 Year Post Rehab PCI
10448 HEATHERDALE CT SAGEWOOD DR EOP 55 1 MicroSurface 4.76 452 4,257 4,709 24,451 85 11201 SAGEWOOD DR WESTDALE RD HEATHERDALE CT 46 1 MicroSurface 4.87 575 4,352 4,927 24,451 85 11663 SAGEWOOD DR HEATHERDALE CT TIMBERDALE RD 66 1 MicroSurface 4.87 737 5,586 6,323 24,451 85 10927 SAGEWOOD DR TIMBERDALE RD CEDARDALE RD 72 1 MicroSurface 4.87 555 4,205 4,760 24,451 85 10928 SAGEWOOD DR CEDARDALE RD EOP 69 1 MicroSurface 4.75 352 3,380 3,732 24,451 85 10881 MOUNTAIN MEADOW DR WILLOW HILL DR MOUNTAIN TRAIL ST 59 1 Edge Mill + Thin Overlay (1.5 - 2.0) 41.47 1,639 25,857 27,496 27,496 88 10087 GOLONDRINA ST EOP PALOMITAS CI 57 1 MicroSurface 4.80 829 7,198 8,027 17,524 85 10086 GOLONDRINA ST PALOMITAS CI PEACH HILL RD 74 1 MicroSurface 4.82 637 5,268 5,905 17,524 85 10471 PALOMITAS CI EOP GOLONDRINA ST 50 1 MicroSurface 4.75 337 3,255 3,592 17,524 85 10820 CEDARPINE LN DONNYBROOK LN DEERING LN 31 1 EM/FWM + Moderate Overlay (2.0 - 3.0) 57.53 4,530 60,134 64,664 246,998 90 11829 DEERING LN N CEDARPINE LN EOP 44 1 EM/FWM + Moderate Overlay (2.0 - 3.0) 56.91 10,920 171,414 182,334 246,998 90 10959 WOODLAKE MANOR EOP E CEDARPINE LN 28 1 FWM + Thick Overlay (> 2.0 - 3.0) 75.97 11,730 87,636 99,366 99,366 92 11104 DONNYBROOK LN N CEDARPINE LN WEEPING WILLOW DR 64 1 MicroSurface 4.79 673 5,870 6,543 55,072 85 11392 DONNYBROOK LN WEEPING WILLOW DR SOUTHHAMPTON RD 70 1 MicroSurface 4.79 1,120 9,765 10,885 55,072 85 10156 DONNYBROOK LN SOUTHHAMPTON RD EOP 61 1 MicroSurface 4.75 998 9,473 10,471 55,072 85 11081 WEEPING WILLOW DR EOP HATFIELD CT 66 1 MicroSurface 4.73 445 4,425 4,870 55,072 85 10324 WEEPING WILLOW DR HATFIELD CT DONNYBROOK LN 57 1 MicroSurface 4.87 2,600 19,703 22,303 55,072 85 10263 GABBERT RD POINDEXTER AV SOUTHERN PACIFIC RR 62 1 MicroSurface 4.30 0 2,399 2,399 21,727 85 11181 GABBERT RD SOUTHERN PACIFIC RR GOLDBAR DR 68 1 MicroSurface 4.30 0 1,767 1,767 21,727 85 11634 GABBERT RD GOLDBAR DR ELWIN LN 60 1 MicroSurface 4.30 0 17,561 17,561 21,727 85 10286 3RD ST MOORPARK AV AL E OF MOORPARK AV 51 1 MicroSurface 4.79 404 3,526 3,930 17,939 85 10287 3RD ST AL E OF MOORPARK AV FLORY AV 60 1 MicroSurface 4.79 316 2,756 3,072 17,939 85 10814 3RD ST FLORY AV AL W OF BARD ST 65 1 MicroSurface 4.79 709 6,188 6,897 17,939 85 10289 3RD ST AL W OF BARD ST BARD ST 69 1 MicroSurface 4.79 415 3,625 4,040 17,939 85 11614 2ND ST HARRY ST SPRING RD 77 1 MicroSurface 4.79 334 2,907 3,241 46,600 85 10543 FITCH AV MINOR ST EOP 62 1 MicroSurface 4.67 415 4,786 5,201 46,600 85 11616 FLINN AV SPRING RD MINOR ST 48 1 MicroSurface 4.74 1,074 10,612 11,686 46,600 85 11354 FLINN AV MINOR ST ZACHARY ST 64 1 MicroSurface 4.72 1,130 11,675 12,805 46,600 85 11353 MINOR ST FLINN AV FITCH AV 63 1 MicroSurface 4.67 1,089 12,578 13,667 46,600 85 11303 CONDOR DR VIRGINIA COLONY PL PRINCETON AV 61 1 MicroSurface 4.70 4,690 50,263 54,953 54,953 85 10283 AUBURN CI E LOYOLA ST E PURDUE ST 64 1 MicroSurface 4.87 571 4,322 4,893 59,007 85 11230 AUBURN CI E PURDUE ST EOP 65 1 MicroSurface 4.86 1,340 10,337 11,677 59,007 85 11706 LOYOLA ST HASTINGS ST E WESTWOOD ST 64 1 MicroSurface 4.78 1,133 10,148 11,281 59,007 85 10017 LOYOLA ST E WESTWOOD ST N COLUMBIA AV 61 1 MicroSurface 4.82 1,851 15,299 17,150 59,007 85 11234 LOYOLA ST N COLUMBIA AV N AUBURN CI 55 1 MicroSurface 4.82 509 4,214 4,723 59,007 85 11012 WESTWOOD ST E DARTMOUTH CI E LOYOLA ST 55 1 MicroSurface 4.79 954 8,329 9,283 59,007 85 10479 AMHERST ST E WESTWOOD ST N COLUMBIA AV 63 1 MicroSurface 4.81 1,003 8,523 9,526 43,306 85 10477 AMHERST ST N COLUMBIA AV N BERKELEY CI 62 1 MicroSurface 4.81 528 4,485 5,013 43,306 85 IMS Infrastructure Management Services Appendix B Page 1of 8 69 City of Moorpark, CA Current PCI Date: 2/20/2023
Street Inventory and Five Year Rehabilitation Plan By Year $800k/Year Rehabilitation Plan Analysis Start Date: 3/1/2023 GISID On Street From Street To Street Current Segment PCI (CPCI) Year of First Rehab Rehab Activity Avg Unit Rate ($/yd2) Peripheral Concrete Costs ($) Segment Pavement Cost ($) Segment Total Cost ($) Whole Project Cost ($) 5 Year Post Rehab PCI
10293 AMHERST ST N BERKELEY CI YALE AV 73 1 MicroSurface 4.81 568 4,825 5,393 43,306 85 11248 AMHERST ST YALE AV PRINCETON AV 56 1 MicroSurface 4.80 386 3,285 3,671 43,306 85 10476 BERKELEY CI E AMHERST ST EOP 50 1 MicroSurface 4.84 1,057 8,419 9,476 43,306 85 11031 COLUMBIA AV E AMHERST ST E LOYOLA ST 66 1 MicroSurface 4.87 1,193 9,034 10,227 43,306 85 11004 LUTHER CI EOP MARYMOUNT ST 63 1 MicroSurface 4.77 708 6,463 7,171 48,149 85 10553 MARQUETTE ST MARYMOUNT ST MARQUETTE ST (CDS) 60 1 MicroSurface 4.82 1,399 11,571 12,970 48,149 85 10755 MARQUETTE ST (CDS) MARQUETTE ST EOP 47 1 MicroSurface 4.62 276 3,681 3,957 48,149 85 11461 MARYMOUNT ST QUEENS CT LUTHER CI 64 1 MicroSurface 4.79 696 6,067 6,763 48,149 85 11220 MARYMOUNT ST LUTHER CI MARQUETTE ST 63 1 MicroSurface 4.79 1,138 9,929 11,067 48,149 85 11222 QUEENS CT EOP MARYMOUNT ST 61 1 MicroSurface 4.75 592 5,629 6,221 48,149 85 11261 AL MC FADDEN AV CORNETT AV 59 1 MicroSurface 4.98 631 3,398 4,029 6,191 85 11260 AL CORNETT AV EOP 63 1 MicroSurface 4.74 247 1,915 2,162 6,191 85 10518 AL CHARLES ST BONNIE VIEW ST 51 1 Edge Mill + Thin Overlay (1.5 - 2.0) 38.50 0 11,627 11,627 11,627 89 11661 CEDARDALE RD SAGEWOOD DR PINEDALE RD 59 2 MicroSurface 4.87 1,087 8,239 9,326 19,935 85 10446 PINEDALE RD TIMBERDALE RD CEDARDALE RD 69 2 MicroSurface 4.81 543 4,614 5,157 19,935 85 10668 PINEDALE RD CEDARDALE RD CLEARWOOD RD 65 2 MicroSurface 4.85 619 4,833 5,452 19,935 86 11456 TIMBERDALE RD SAGEWOOD DR PINEDALE RD 64 2 MicroSurface 4.85 960 7,499 8,459 12,230 85 11658 TIMBERDALE RD PINEDALE RD COUNTRYWOOD DR 63 2 MicroSurface 4.83 417 3,354 3,771 12,230 85 10838 QUAILWOOD ST BENDING OAK CT WINTER WOOD CT 48 2 EM/FWM + Moderate Overlay (2.0 - 3.0) 57.53 5,270 69,925 75,195 272,350 91 11072 QUAILWOOD ST WINTER WOOD CT MOUNTAIN MEADOW DR 31 2 EM/FWM + Moderate Overlay (2.0 - 3.0) 58.19 3,680 41,944 45,624 272,350 91 10835 WINTER WOOD CT QUAILWOOD ST EOP 42 2 EM/FWM + Moderate Overlay (2.0 - 3.0) 56.84 8,900 142,631 151,531 272,350 91 10715 ALDERGROVE ST MOUNTAIN MEADOW DR PINE HOLLOW PL 61 2 MicroSurface 4.81 1,127 9,576 10,703 52,561 86 10832 ALDERGROVE ST PINE HOLLOW PL LITTLE HOLLOW AV 66 2 MicroSurface 4.81 651 5,530 6,181 52,561 86 11069 LITTLE HOLLOW AV ALDERGROVE ST EOP 59 2 MicroSurface 4.81 1,136 9,555 10,691 52,561 86 10119 LONDON GROVE CT EOP PINE HOLLOW PL 61 2 MicroSurface 4.80 1,133 9,843 10,976 52,561 85 10580 PINE HOLLOW PL ALDERGROVE ST LONDON GROVE CT 61 2 MicroSurface 4.87 649 4,919 5,568 52,561 85 11270 PINE HOLLOW PL LONDON GROVE CT RIVER GROVE ST 62 2 MicroSurface 4.87 575 4,352 4,927 52,561 86 11566 PINE HOLLOW PL RIVER GROVE ST EOP 79 2 MicroSurface 4.72 316 3,199 3,515 52,561 85 10846 CORAL CREST CT EOP WALNUT CREEK RD 46 2 MicroSurface 4.71 251 2,614 2,865 49,627 86 10597 WALNUT CREEK RD MISTYGROVE ST CORAL CREST CT 85 2 MicroSurface 4.81 647 5,495 6,142 49,627 85 11518 WALNUT CREEK RD CORAL CREST CT ARBOR HILL ST 79 2 MicroSurface 4.81 824 7,000 7,824 49,627 85 11519 WALNUT CREEK RD ARBOR HILL ST HAVENCREST ST 56 2 MicroSurface 4.81 3,453 29,343 32,796 49,627 85 11845 MOUNTAIN MEADOW DR TIERRA REJADA RD WILLOW SPRING DR 44 2 MicroSurface 4.82 430 3,543 3,973 21,456 86 10879 MOUNTAIN MEADOW DR WILLOW SPRING DR WILLOW FOREST DR 71 2 MicroSurface 4.82 1,288 10,647 11,935 21,456 85 10614 MOUNTAIN MEADOW DR WILLOW FOREST DR WILLOW HILL DR 62 2 MicroSurface 4.82 599 4,949 5,548 21,456 85 10470 HILLSIDE DR WALNUT CREEK RD LAUREL GLEN DR 63 2 MicroSurface 4.87 1,731 13,111 14,842 49,439 85 11238 LAUREL GLEN DR WILLIAMS RANCH RD HILLSIDE DR 61 2 MicroSurface 4.82 1,064 8,794 9,858 49,439 85 11239 PEACH SLOPE RD WILLIAMS RANCH RD EOP 61 2 MicroSurface 4.83 1,342 10,922 12,264 49,439 85 IMS Infrastructure Management Services Appendix B Page 2of 8 70 City of Moorpark, CA Current PCI Date: 2/20/2023
Street Inventory and Five Year Rehabilitation Plan By Year $800k/Year Rehabilitation Plan Analysis Start Date: 3/1/2023 GISID On Street From Street To Street Current Segment PCI (CPCI) Year of First Rehab Rehab Activity Avg Unit Rate ($/yd2) Peripheral Concrete Costs ($) Segment Pavement Cost ($) Segment Total Cost ($) Whole Project Cost ($) 5 Year Post Rehab PCI
11029 WILLIAMS RANCH RD EOP LAUREL GLEN DR 68 2 MicroSurface 4.78 730 6,536 7,266 49,439 85 11555 WILLIAMS RANCH RD LAUREL GLEN DR PEACH SLOPE RD 55 2 MicroSurface 4.81 548 4,661 5,209 49,439 85 10591 ASHBOURNE LN EOP TRAILCREST DR 66 2 MicroSurface 4.74 392 3,836 4,228 28,889 86 11266 GREENBUSH LN TRAILCREST DR EOP 51 2 MicroSurface 4.70 297 3,182 3,479 28,889 86 11500 TRAILCREST DR BLAIRWOOD DR ELMROCK AV 63 2 MicroSurface 4.89 815 5,990 6,805 28,889 85 10576 TRAILCREST DR ELMROCK AV GREENBUSH LN 65 2 MicroSurface 4.88 720 5,293 6,013 28,889 85 10367 TRAILCREST DR GREENBUSH LN CHRISTIAN BARRETT DR 63 2 MicroSurface 4.89 1,002 7,362 8,364 28,889 86 11099 CANYONWOOD CT WINTERGREEN LN EOP 65 2 MicroSurface 4.81 1,477 12,492 13,969 45,341 85 11091 HIDDEN PINES CT EOP SUNNYSLOPE PL 65 2 MicroSurface 4.75 543 5,151 5,694 45,341 85 11089 HIDDEN PINES CT SUNNYSLOPE PL WINTERGREEN LN 63 2 MicroSurface 4.87 716 5,427 6,143 45,341 85 10131 HIDDEN PINES CT WINTERGREEN LN TIERRA REJADA RD 60 2 MicroSurface 4.87 432 3,268 3,700 45,341 86 10383 SUNNYSLOPE PL EOP HIDDEN PINES CT 44 2 MicroSurface 4.74 442 4,343 4,785 45,341 86 11389 WINTERGREEN LN EOP CANYONWOOD CT 64 2 MicroSurface 4.80 1,151 9,899 11,050 45,341 85 10158 ASHBROOK LN EOP CHRISTIAN BARRETT DR 57 2 MicroSurface 4.79 843 7,344 8,187 33,238 85 11082 CHRISTIAN BARRETT DR N CEDARPINE LN E CEDARPINE LN 63 2 MicroSurface 4.77 1,430 13,137 14,567 33,238 85 10842 CHRISTIAN BARRETT DR E CEDARPINE LN ASHBROOK LN 66 2 MicroSurface 4.77 579 5,323 5,902 33,238 85 10130 CHRISTIAN BARRETT DR ASHBROOK LN SHADY KNOLL CT 62 2 MicroSurface 4.77 450 4,132 4,582 33,238 85 10630 MEEHAM WY SOUTHHAMPTON RD EOP 56 2 Edge Mill + Thin Overlay (1.5 - 2.0) 40.68 2,588 59,982 62,570 62,570 89 11737 HEATHER CT COURTNEY LN EOP 33 2 FWM + Thick Overlay (> 2.0 - 3.0) 76.74 8,058 55,409 63,467 63,467 93 10760 POINDEXTER AV MOORPARK AV MC FADDEN AV 52 2 MicroSurface 4.79 684 5,968 6,652 42,694 85 10258 POINDEXTER AV MC FADDEN AV CORNETT AV 64 2 MicroSurface 4.79 631 5,508 6,139 42,694 86 10977 POINDEXTER AV CORNETT AV GISLER RD 63 2 MicroSurface 4.79 3,075 26,828 29,903 42,694 85 11691 BERKELEY CI E WESTWOOD ST E OXFORD CI 66 2 MicroSurface 4.87 664 5,031 5,695 44,492 85 10028 BERKELEY CI E OXFORD CI E AMHERST ST 59 2 MicroSurface 4.87 543 4,115 4,658 44,492 86 11487 OXFORD CI EOP N BERKELEY CI 50 2 MicroSurface 4.80 621 5,384 6,005 44,492 86 10824 WESTWOOD ST YALE AV N BERKELEY CI 68 2 MicroSurface 4.79 524 4,575 5,099 44,492 86 11712 WESTWOOD ST N BERKELEY CI COLLEGE HEIGHTS DR 67 2 MicroSurface 4.79 1,287 11,232 12,519 44,492 86 11255 YALE AV E WESTWOOD ST E AMHERST ST 62 2 MicroSurface 4.81 1,108 9,408 10,516 44,492 86 10609 TORINO ST CEDAR SPRINGS ST BRINDISI PL 71 3 MicroSurface 4.88 258 1,896 2,154 16,769 86 10922 TORINO ST BRINDISI PL MIRABELLA ST 67 3 MicroSurface 4.88 181 1,333 1,514 16,769 86 11449 TORINO ST MIRABELLA ST NAPOLI PL 63 3 MicroSurface 4.88 348 2,563 2,911 16,769 86 11450 TORINO ST NAPOLI PL MILANO PL 67 3 MicroSurface 4.89 401 2,946 3,347 16,769 86 10439 TORINO ST MILANO PL REVELLO ST 65 3 MicroSurface 4.88 373 2,748 3,121 16,769 86 11451 TORINO ST REVELLO ST MOUNTAIN MEADOW DR 57 3 MicroSurface 4.88 445 3,277 3,722 16,769 86 10664 MIRABELLA ST REVELLO ST EMILIO CT 61 3 MicroSurface 4.83 112 903 1,015 26,294 86 11458 MIRABELLA ST EMILIO CT ASCOLI CT 69 3 MicroSurface 4.83 305 2,460 2,765 26,294 86 10462 MIRABELLA ST ASCOLI CT ELBA CT 70 3 MicroSurface 4.30 0 516 516 26,294 86 10663 MIRABELLA ST ELBA CT SIENA CT 72 3 MicroSurface 4.83 257 2,068 2,325 26,294 86 IMS Infrastructure Management Services Appendix B Page 3of 8 71 City of Moorpark, CA Current PCI Date: 2/20/2023
Street Inventory and Five Year Rehabilitation Plan By Year $800k/Year Rehabilitation Plan Analysis Start Date: 3/1/2023 GISID On Street From Street To Street Current Segment PCI (CPCI) Year of First Rehab Rehab Activity Avg Unit Rate ($/yd2) Peripheral Concrete Costs ($) Segment Pavement Cost ($) Segment Total Cost ($) Whole Project Cost ($) 5 Year Post Rehab PCI
10122 MIRABELLA ST SIENA CT SAN FELICE CT 61 3 MicroSurface 4.30 0 275 275 26,294 86 11478 MIRABELLA ST SAN FELICE CT TORINO ST 64 3 MicroSurface 4.84 232 1,858 2,090 26,294 86 11472 REVELLO ST TUSCANIA CT MONDOVI CT 61 3 MicroSurface 4.78 141 1,264 1,405 26,294 86 10461 REVELLO ST MONDOVI CT RIVA CT 61 3 MicroSurface 4.85 72 563 635 26,294 86 11656 REVELLO ST RIVA CT SARNO CT 64 3 MicroSurface 4.85 211 1,647 1,858 26,294 86 11657 REVELLO ST SARNO CT LUCIA CT 69 3 MicroSurface 4.85 130 1,015 1,145 26,294 86 10665 REVELLO ST LUCIA CT PRATO CT 62 3 MicroSurface 4.85 113 882 995 26,294 86 10442 REVELLO ST PRATO CT BERGAMO CT 71 3 MicroSurface 4.85 236 1,840 2,076 26,294 86 10443 REVELLO ST BERGAMO CT CATANIA CT 68 3 MicroSurface 4.85 229 1,793 2,022 26,294 86 10859 REVELLO ST CATANIA CT TRAPANI CT 69 3 MicroSurface 4.85 290 2,270 2,560 26,294 86 11372 REVELLO ST TRAPANI CT SORTINO CT 67 3 MicroSurface 4.85 308 2,408 2,716 26,294 86 10683 REVELLO ST SORTINO CT TORINO ST 56 3 MicroSurface 4.85 215 1,681 1,896 26,294 86 10853 CEDAR SPRINGS ST MOUNTAIN MEADOW DR TORINO ST 67 3 MicroSurface 4.79 1,549 13,519 15,068 31,176 86 11351 CEDAR SPRINGS ST TORINO ST HONEYBROOK CT 69 3 MicroSurface 4.79 792 6,910 7,702 31,176 86 10114 CEDAR SPRINGS ST HONEYBROOK CT MOUNTAIN TRAIL ST 54 3 MicroSurface 4.79 864 7,542 8,406 31,176 86 11028 MISTY HOLLOW CT RIVER GROVE ST EOP 74 3 MicroSurface 4.80 615 5,242 5,857 43,049 86 10607 RIVER GROVE ST EOP ALDERBROOK ST 69 3 MicroSurface 4.82 1,576 12,977 14,553 43,049 86 10852 RIVER GROVE ST ALDERBROOK ST MOUNTAIN MEADOW DR 53 3 MicroSurface 4.82 413 3,423 3,836 43,049 86 11557 RIVER GROVE ST MOUNTAIN MEADOW DR MISTY HOLLOW CT 51 3 MicroSurface 4.87 425 3,229 3,654 43,049 86 10112 RIVER GROVE ST MISTY HOLLOW CT SANDYHOLLOW CT 60 3 MicroSurface 4.87 605 4,588 5,193 43,049 86 10821 RIVER GROVE ST SANDYHOLLOW CT PINE HOLLOW PL 74 3 MicroSurface 4.87 590 4,481 5,071 43,049 86 10358 SANDYHOLLOW CT RIVER GROVE ST EOP 46 3 MicroSurface 4.74 452 4,433 4,885 43,049 86 11723 CRESCENTMEADOW CT WALNUT CREEK RD EOP 48 3 EM/FWM + Moderate Overlay (2.0 - 3.0) 57.11 5,428 80,357 85,785 85,785 92 11556 CANARIO CT WILLIAMS RANCH RD EOP 61 3 MicroSurface 4.78 479 4,270 4,749 24,228 86 10802 WILLIAMS RANCH RD PEACH SLOPE RD GRANADILLA DR 63 3 MicroSurface 4.81 952 8,097 9,049 24,228 86 11774 WILLIAMS RANCH RD GRANADILLA DR CANARIO CT 69 3 MicroSurface 4.81 551 4,674 5,225 24,228 86 10108 WILLIAMS RANCH RD CANARIO CT TECOLOTE CT 71 3 MicroSurface 4.81 548 4,657 5,205 24,228 86 11288 BLAIRWOOD DR TRAILCREST DR SPRINGTIME LN 59 3 MicroSurface 4.85 1,195 9,327 10,522 29,006 86 11071 BLAIRWOOD DR SPRINGTIME LN ELMROCK AV 69 3 MicroSurface 4.85 948 7,400 8,348 29,006 86 10694 BLAIRWOOD DR ELMROCK AV CHRISTIAN BARRETT DR 66 3 MicroSurface 4.85 851 6,644 7,495 29,006 86 11286 SPRINGTIME LN EOP BLAIRWOOD DR 65 3 MicroSurface 4.69 220 2,421 2,641 29,006 86 11068 LAURELHURST RD ROLLING KNOLL RD MILL VALLEY RD 67 3 MicroSurface 4.79 1,375 11,997 13,372 64,970 86 11066 LAURELHURST RD MILL VALLEY RD WILDWEST CI 72 3 MicroSurface 4.87 644 4,881 5,525 64,970 86 10706 LAURELHURST RD WILDWEST CI S LAURELHURST RD 64 3 MicroSurface 4.87 724 5,487 6,211 64,970 86 11325 LAURELHURST RD EOP BEAR VALLEY RD 50 3 MicroSurface 4.81 1,101 9,301 10,402 64,970 86 10721 LAURELHURST RD BEAR VALLEY RD LAURELHURST RD 63 3 MicroSurface 4.87 1,253 9,494 10,747 64,970 86 11080 MILL VALLEY RD BLACKSMITH CT LAURELHURST RD 73 3 MicroSurface 4.82 531 4,386 4,917 64,970 86 10702 MILL VALLEY RD LAURELHURST RD PEACH HILL RD 49 3 MicroSurface 4.82 396 3,281 3,677 64,970 86 IMS Infrastructure Management Services Appendix B Page 4of 8 72 City of Moorpark, CA Current PCI Date: 2/20/2023
Street Inventory and Five Year Rehabilitation Plan By Year $800k/Year Rehabilitation Plan Analysis Start Date: 3/1/2023 GISID On Street From Street To Street Current Segment PCI (CPCI) Year of First Rehab Rehab Activity Avg Unit Rate ($/yd2) Peripheral Concrete Costs ($) Segment Pavement Cost ($) Segment Total Cost ($) Whole Project Cost ($) 5 Year Post Rehab PCI
10332 WILDWEST CI EOP LAURELHURST RD 70 3 MicroSurface 4.85 1,145 8,974 10,119 64,970 86 11087 HATFIELD CT EOP CHRISTIAN BARRETT DR 44 3 Edge Mill + Thin Overlay (1.5 - 2.0) 42.65 5,340 57,096 62,436 139,204 90 11729 HATFIELD CT CHRISTIAN BARRETT DR WEEPING WILLOW DR 50 3 Edge Mill + Thin Overlay (1.5 - 2.0) 43.40 4,890 43,368 48,258 139,204 90 10132 SHADY KNOLL CT EOP CHRISTIAN BARRETT DR 40 3 Edge Mill + Thin Overlay (1.5 - 2.0) 43.20 2,770 25,740 28,510 139,204 90 10600 SOUTHHAMPTON RD TIERRA REJADA RD CHRISTIAN BARRETT DR 38 3 Edge Mill + Thin Overlay (1.5 - 2.0) 47.58 29,200 132,795 161,995 161,995 90 11531 CHARLES ST MAGNOLIA ST AL 80 3 MicroSurface 4.85 317 2,485 2,802 55,098 86 11310 CHARLES ST AL AL 76 3 MicroSurface 4.85 1,060 8,273 9,333 55,098 86 11163 CHARLES ST AL SPRING RD 66 3 MicroSurface 4.85 1,037 8,101 9,138 55,098 86 10885 CHARLES ST SPRING RD SIR GEORGE CT 62 3 MicroSurface 4.85 354 2,774 3,128 55,098 86 11537 CHARLES ST SIR GEORGE CT LUCILLE CI 66 3 MicroSurface 4.85 1,666 13,008 14,674 55,098 86 11307 CHARLES ST LUCILLE CI WARREN CI 60 3 MicroSurface 4.85 603 4,709 5,312 55,098 86 11731 CHARLES ST WARREN CI HEDYLAND CT 59 3 MicroSurface 4.85 681 5,319 6,000 55,098 86 10042 CHARLES ST HEDYLAND CT EOP 55 3 MicroSurface 4.73 432 4,279 4,711 55,098 86 10757 CAMBRIDGE ST N WESTWOOD ST N TULANE AV 70 3 MicroSurface 4.87 831 6,300 7,131 27,578 86 10756 CAMBRIDGE ST N TULANE AV HAPPY CAMP CANYON RD 67 3 MicroSurface 4.87 1,060 8,028 9,088 27,578 86 11836 HAPPY CAMP CANYON RD CAMPUS PARK DR DS@183FT 46 3 MicroSurface 4.92 399 2,748 3,147 27,578 86 11703 WESTWOOD ST E PURDUE ST CAMBRIDGE ST 63 3 MicroSurface 4.87 958 7,254 8,212 27,578 86 11253 DUKE ST RAND ST STANFORD ST 65 3 MicroSurface 4.97 1,200 7,719 8,919 41,583 86 11824 PENN ST CAMPUS PARK ST CAMPUS PARK DR 64 3 MicroSurface 4.81 315 2,679 2,994 41,583 86 10823 RAND ST N DUKE ST STANFORD ST 68 3 MicroSurface 4.97 1,856 11,937 13,793 41,583 86 11244 STANFORD ST HARVARD ST N DUKE ST 63 3 MicroSurface 4.82 572 4,734 5,306 41,583 86 10790 STANFORD ST N DUKE ST RAND ST 69 3 MicroSurface 4.82 564 4,657 5,221 41,583 86 10025 STANFORD ST RAND ST PENN ST 61 3 MicroSurface 4.82 577 4,773 5,350 41,583 86 10752 COLLEGIATE CT EOP PECAN AV 62 3 MicroSurface 4.72 353 3,625 3,978 37,855 86 11337 PECAN AV MONROE AV ESMT 67 3 MicroSurface 4.82 2,133 17,634 19,767 37,855 86 11697 PECAN AV ESMT COLLEGIATE CT 58 3 MicroSurface 4.82 237 1,957 2,194 37,855 86 10268 PECAN AV COLLEGIATE CT EOP 59 3 MicroSurface 4.78 1,192 10,724 11,916 37,855 86 10451 COUNTRYHILL RD MOUNTAIN TRAIL ST COUNTRY CREEK CT 65 4 MicroSurface 4.81 1,079 9,163 10,242 17,832 87 10450 COUNTRYHILL RD COUNTRY CREEK CT SAGEWOOD DR 68 4 MicroSurface 4.81 800 6,790 7,590 17,832 87 10133 CHESTNUT RIDGE ST TIMBERVIEW CT MAPLECREST ST 38 4 EM/FWM + Moderate Overlay (2.0 - 3.0) 63.01 14,310 80,518 94,828 286,671 93 10595 CHESTNUT RIDGE ST MAPLECREST ST MOUNTAIN MEADOW DR 32 4 EM/FWM + Moderate Overlay (2.0 - 3.0) 64.93 7,990 37,397 45,387 286,671 93 11748 TIMBERVIEW CT EOP CHESTNUT RIDGE ST 32 4 EM/FWM + Moderate Overlay (2.0 - 3.0) 62.24 20,570 125,886 146,456 286,671 93 10361 ALDERBROOK ST EOP HONEYBROOK CT 62 4 MicroSurface 4.74 400 3,926 4,326 49,744 87 11812 ALDERBROOK ST HONEYBROOK CT BUBBLING BROOK ST 70 4 MicroSurface 4.82 634 5,242 5,876 49,744 87 10047 ALDERBROOK ST BUBBLING BROOK ST BERRYBROOK CT 73 4 MicroSurface 4.82 701 5,801 6,502 49,744 87 10209 BUBBLING BROOK ST ALDERBROOK ST ALDERBROOK ST 65 4 MicroSurface 4.87 1,826 13,842 15,668 49,744 87 10364 HONEYBROOK CT CEDAR SPRINGS ST ALDERBROOK ST 58 4 MicroSurface 4.82 379 3,135 3,514 49,744 87 10608 HONEYBROOK CT ALDERBROOK ST EOP 65 4 MicroSurface 4.80 1,448 12,410 13,858 49,744 87 IMS Infrastructure Management Services Appendix B Page 5of 8 73 City of Moorpark, CA Current PCI Date: 2/20/2023
Street Inventory and Five Year Rehabilitation Plan By Year $800k/Year Rehabilitation Plan Analysis Start Date: 3/1/2023 GISID On Street From Street To Street Current Segment PCI (CPCI) Year of First Rehab Rehab Activity Avg Unit Rate ($/yd2) Peripheral Concrete Costs ($) Segment Pavement Cost ($) Segment Total Cost ($) Whole Project Cost ($) 5 Year Post Rehab PCI
10582 ALDERGROVE ST LITTLE HOLLOW AV HEATHERWOOD HOLLOW AV 64 4 MicroSurface 4.81 545 4,631 5,176 48,711 87 11725 BEECHGROVE CT EOP MISTYGROVE ST 65 4 MicroSurface 4.80 1,430 12,418 13,848 48,711 87 11509 HEATHERWOOD HOLLOW AV CHERRY GROVE ST ALDERGROVE ST 66 4 MicroSurface 4.81 627 5,328 5,955 48,711 87 10099 HEATHERWOOD HOLLOW AV ALDERGROVE ST MISTYGROVE ST 65 4 MicroSurface 4.81 587 4,988 5,575 48,711 87 10586 MISTYGROVE ST HEATHERWOOD HOLLOW AV BEECHGROVE CT 67 4 MicroSurface 4.82 1,310 10,832 12,142 48,711 87 10323 MISTYGROVE ST BEECHGROVE CT CHERRY GROVE ST 68 4 MicroSurface 4.82 649 5,366 6,015 48,711 87 11084 CHERRY GROVE ST EOP HEATHERWOOD HOLLOW AV 68 4 MicroSurface 4.81 1,711 14,332 16,043 57,747 87 10331 CHERRY GROVE ST HEATHERWOOD HOLLOW AV MISTYGROVE ST 66 4 MicroSurface 4.87 2,649 20,077 22,726 57,747 87 10123 MISTYGROVE ST CHERRY GROVE ST WALNUT CREEK RD 55 4 MicroSurface 4.82 393 3,247 3,640 57,747 87 10125 MISTYGROVE ST WALNUT CREEK RD HUNTERS GROVE CT 60 4 MicroSurface 4.82 688 5,685 6,373 57,747 87 11739 MISTYGROVE ST HUNTERS GROVE CT EOP 73 4 MicroSurface 4.80 933 8,032 8,965 57,747 87 10336 HUNTERS GROVE CT EOP MISTYGROVE ST 67 4 MicroSurface 4.82 1,272 10,423 11,695 11,695 87 11073 CONEJO MESA ST VIEW MESA ST SLEEPY WIND ST 62 4 MicroSurface 4.87 627 4,747 5,374 39,014 87 10577 CONEJO MESA ST SLEEPY WIND ST SILVER CREEK ST 69 4 MicroSurface 4.87 636 4,816 5,452 39,014 87 11782 SILVER CREEK ST CONEJO MESA ST PEACH HILL RD 66 4 MicroSurface 4.81 2,968 25,220 28,188 39,014 87 11105 ADLENA PL VIS DEL VALLE DR EOP 60 4 MicroSurface 4.77 469 4,322 4,791 54,329 87 11795 BELLA VISTA DR PEACH HILL RD BODEGA PL 67 4 MicroSurface 4.81 394 3,354 3,748 54,329 87 10817 BELLA VISTA DR BODEGA PL VIS LEVANA DR 68 4 MicroSurface 4.81 436 3,707 4,143 54,329 87 10653 BELLA VISTA DR VIS LEVANA DR BONITA HEIGHTS ST 65 4 MicroSurface 4.81 649 5,508 6,157 54,329 87 11484 BODEGA PL EOP BELLA VISTA DR 63 4 MicroSurface 4.79 524 4,623 5,147 54,329 87 11056 VIS DEL VALLE DR PEACH HILL RD ADLENA PL 60 4 MicroSurface 4.82 564 4,657 5,221 54,329 87 10816 VIS DEL VALLE DR ADLENA PL VIS LEVANA DR 62 4 MicroSurface 4.82 244 2,012 2,256 54,329 87 11041 VIS DEL VALLE DR VIS LEVANA DR BONITA HEIGHTS ST 71 4 MicroSurface 4.82 744 6,153 6,897 54,329 87 11573 VIS LEVANA DR BELLA VISTA DR VIS DEL VALLE DR 67 4 MicroSurface 4.88 1,912 14,057 15,969 54,329 87 11569 CHRISTIAN BARRETT DR CANDLEWOOD CT N CEDARPINE LN 68 4 MicroSurface 4.77 995 9,146 10,141 10,141 87 11804 SOUTHHAMPTON RD CHRISTIAN BARRETT DR MEEHAM WY 47 4 Edge Mill + Thin Overlay (1.5 - 2.0) 41.00 2,300 44,850 47,150 101,355 91 11060 SOUTHHAMPTON RD MEEHAM WY DONNYBROOK LN 65 4 Edge Mill + Thin Overlay (1.5 - 2.0) 40.91 2,530 51,675 54,205 101,355 91 10295 AMHERST ST PRINCETON AV N AMHERST ST 55 4 MicroSurface 4.81 379 3,221 3,600 45,403 87 10027 AMHERST ST E AMHERST ST STANFORD ST 63 4 MicroSurface 4.82 728 6,011 6,739 45,403 87 11490 HARVARD ST HARTFORD ST STANFORD ST 60 4 MicroSurface 4.81 1,356 11,528 12,884 45,403 87 10792 STANFORD ST N AMHERST ST HARVARD ST 72 4 MicroSurface 4.87 2,585 19,595 22,180 45,403 87 11229 ALYSSAS CT PECAN AV EOP 61 4 MicroSurface 4.78 607 5,418 6,025 51,438 87 10009 MONROE AV PECAN AV CAMPUS CANYON DR 73 4 MicroSurface 4.81 1,470 12,492 13,962 51,438 87 11579 PECAN AV BAMBI CT ALYSSAS CT 56 4 MicroSurface 4.82 1,080 8,927 10,007 51,438 87 10280 PECAN AV ALYSSAS CT MONROE AV 69 4 MicroSurface 4.82 2,313 19,131 21,444 51,438 87 11137 PRINCETON AV CONDOR DR 118 EB OFF PRINCETON RAMP 74 4 MicroSurface 4.77 613 10,256 10,869 10,869 87 10101 HAVENRIDGE CT EOP SHADYRIDGE DR 79 5 MicroSurface 4.75 314 3,014 3,328 38,907 88 10833 SHADYRIDGE DR EOP TERRACERIDGE RD 69 5 MicroSurface 4.77 673 6,179 6,852 38,907 88 IMS Infrastructure Management Services Appendix B Page 6of 8 74 City of Moorpark, CA Current PCI Date: 2/20/2023
Street Inventory and Five Year Rehabilitation Plan By Year $800k/Year Rehabilitation Plan Analysis Start Date: 3/1/2023 GISID On Street From Street To Street Current Segment PCI (CPCI) Year of First Rehab Rehab Activity Avg Unit Rate ($/yd2) Peripheral Concrete Costs ($) Segment Pavement Cost ($) Segment Total Cost ($) Whole Project Cost ($) 5 Year Post Rehab PCI
11498 SHADYRIDGE DR TERRACERIDGE RD HAVENRIDGE CT 63 5 MicroSurface 4.79 951 8,295 9,246 38,907 88 10445 SHADYRIDGE DR HAVENRIDGE CT MOUNTAIN TRAIL ST 67 5 MicroSurface 4.79 595 5,194 5,789 38,907 88 10841 TERRACERIDGE RD SHADYRIDGE DR SUNSETRIDGE RD 68 5 MicroSurface 4.87 1,596 12,096 13,692 38,907 88 10089 MOUNTAIN TRAIL ST MOUNTAIN MEADOW DR SUNNYGLEN DR 67 5 MicroSurface 4.87 390 2,954 3,344 47,552 88 11313 MOUNTAIN TRAIL ST SUNNYGLEN DR EOP 70 5 MicroSurface 4.83 1,558 12,750 14,308 47,552 88 11100 SUNNYGLEN DR MOUNTAIN TRAIL ST WALNUT CREEK RD 67 5 MicroSurface 4.87 3,485 26,415 29,900 47,552 88 10522 ASHTREE ST E CLOVERDALE ST KNOTTY PINE ST 48 5 MicroSurface 4.89 580 4,257 4,837 24,728 88 11300 CEDAR BRANCH CT KNOTTY PINE ST EOP 69 5 MicroSurface 4.74 452 4,395 4,847 24,728 88 10515 KNOTTY PINE ST SUGAR MAPLE CT CEDAR BRANCH CT 73 5 MicroSurface 4.81 540 4,584 5,124 24,728 88 11503 KNOTTY PINE ST CEDAR BRANCH CT N ASHTREE ST 76 5 MicroSurface 4.81 538 4,567 5,105 24,728 88 11502 SUGAR MAPLE CT KNOTTY PINE ST EOP 70 5 MicroSurface 4.74 450 4,365 4,815 24,728 88 10571 CHRISTIAN BARRETT DR WILLIAMS RANCH RD BLAIRWOOD DR 62 5 MicroSurface 4.77 380 3,496 3,876 39,594 88 10804 CHRISTIAN BARRETT DR BLAIRWOOD DR VINEWOOD LN 72 5 MicroSurface 4.77 408 3,754 4,162 39,594 88 11027 CHRISTIAN BARRETT DR VINEWOOD LN TRAILCREST DR 74 5 MicroSurface 4.77 1,403 12,887 14,290 39,594 88 11554 CHRISTIAN BARRETT DR TRAILCREST DR CANDLEWOOD CT 66 5 MicroSurface 4.77 824 7,572 8,396 39,594 88 10360 VINEWOOD LN CHRISTIAN BARRETT DR EOP 59 5 MicroSurface 4.81 941 7,929 8,870 39,594 88 10596 CHRISTIAN BARRETT DR SHADY KNOLL CT HATFIELD CT 68 5 MicroSurface 4.77 1,816 16,680 18,496 18,496 88 11786 OAKCLIFF DR CHRISTIAN BARRETT DR EOP 38 5 EM/FWM + Moderate Overlay (2.0 - 3.0) + Strctrl Ptch 66.34 18,990 123,510 142,500 232,060 94 10121 WILLOW CREEK LN CHRISTIAN BARRETT DR EOP 38 5 EM/FWM + Moderate Overlay (2.0 - 3.0) + Strctrl Ptch 66.44 12,050 77,510 89,560 232,060 94 10052 CORNETT AV AL POINDEXTER AV 67 5 MicroSurface 4.73 1,648 16,439 18,087 35,495 88 10290 MC FADDEN AV AL POINDEXTER AV 68 5 MicroSurface 4.68 1,412 15,996 17,408 35,495 88 10795 2ND ST MOORPARK AV AL E OF MOORPARK AV 52 5 MicroSurface 4.73 405 4,089 4,494 27,525 88 11225 2ND ST AL E OF MOORPARK AV AL W OF BARD ST 73 5 MicroSurface 4.77 1,024 9,417 10,441 27,525 88 11226 2ND ST AL W OF BARD ST BARD ST 63 5 MicroSurface 4.74 415 4,098 4,513 27,525 88 10998 BARD ST 2ND ST 1ST ST 69 5 MicroSurface 4.79 831 7,246 8,077 27,525 88 11540 BARD ST HIGH ST CHARLES ST 61 5 EM/FWM + Moderate Overlay (2.0 - 3.0) 57.29 5,889 83,139 89,028 142,983 94 10376 MAGNOLIA ST HIGH ST EOP 32 5 EM/FWM + Moderate Overlay (2.0 - 3.0) 58.02 4,200 49,755 53,955 142,983 94 10794 CLEMSON ST COLLEGE HEIGHTS DR COLLEGE HEIGHTS DR 57 5 MicroSurface 4.82 2,378 19,660 22,038 59,926 88 11585 COLLEGE HEIGHTS DR CLEMSON ST CLEMSON ST 77 5 MicroSurface 4.79 1,693 14,775 16,468 59,926 88 11718 COLLEGE HEIGHTS DR CLEMSON ST LAFAYETTE ST 71 5 MicroSurface 4.79 2,203 19,217 21,420 59,926 88 11709 MARQUETTE ST MARQUETTE ST (CDS) REEDLEY ST 66 5 MicroSurface 4.82 3,790 31,338 35,128 53,210 88 10018 MARQUETTE ST REEDLEY ST PRIVATE DRWY 73 5 MicroSurface 4.82 1,259 10,397 11,656 53,210 88 10779 MARQUETTE ST PRIVATE DRWY PRIVATE DRWY 71 5 MicroSurface 4.82 325 2,688 3,013 53,210 88 11021 MARQUETTE ST PRIVATE DRWY CAMPUS PARK DR 67 5 MicroSurface 4.79 351 3,062 3,413 53,210 88 11233 REEDLEY ST CHAPMAN PL PRIVATE DRWY 72 5 MicroSurface 4.79 984 8,583 9,567 36,293 88 10774 REEDLEY ST PRIVATE DRWY PRIVATE DRWY 76 5 MicroSurface 4.79 1,271 11,081 12,352 36,293 88 10284 REEDLEY ST PRIVATE DRWY PRIVATE DRWY 58 5 MicroSurface 4.79 692 6,037 6,729 36,293 88 10016 REEDLEY ST PRIVATE DRWY PRIVATE DRWY 52 5 MicroSurface 4.79 443 3,857 4,300 36,293 88 IMS Infrastructure Management Services Appendix B Page 7of 8 75 City of Moorpark, CA Current PCI Date: 2/20/2023
Street Inventory and Five Year Rehabilitation Plan By Year $800k/Year Rehabilitation Plan Analysis Start Date: 3/1/2023 GISID On Street From Street To Street Current Segment PCI (CPCI) Year of First Rehab Rehab Activity Avg Unit Rate ($/yd2) Peripheral Concrete Costs ($) Segment Pavement Cost ($) Segment Total Cost ($) Whole Project Cost ($) 5 Year Post Rehab PCI
11717 REEDLEY ST PRIVATE DRWY MARQUETTE ST 52 5 MicroSurface 4.79 344 3,001 3,345 36,293 88 IMS Infrastructure Management Services Appendix B Page 8of 8 76 Appendix C
Full-Size Maps
77 UV118
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Arroyo Simi
Gabbert Canyon
Channel
Arroyo Santa Rosa
Bard
Reservoir
Arroyo Simi
SP Railroad

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SOSNA CT

MIRABELLA ST

LOYOLA PL

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OAK GLEN CT

ROBERTS AV

ALANDIA CT

COLIBRI CT

HILBURN CT

MARQUETTE ST

COLLEGIATE CT

GRIFFITH LN

AUTUMNMEADOW CI

WOODHILL DR

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HEATHER CT

COURTNEY LN

FRESHMAN CT

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ASHBOURNE LN

ADONIS PL

THIONNET PL

TROLLOPE CT

MILL VALLEY RD
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FITCH AV

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FLOWERCREEK DR

SOPHOMORE CT

DEEPWELL LN

BERAGAN ST

E DARTMOUTH CI

MANORVIEW CT

WARREN CI

PHEASANT RUN ST

HEATHERDALE CT

SANDYHOLLOW CT

ADLENA PL

VIRGINIA COLONY AV

ROBINWOOD LN

CANARIO CT

MAPLERIDGE CT

REEDLEY ST

JUAREZ AV

COUNTRYHILL RD

MCBETH CT

HARGROVE CT

E CEDARPINE LN

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MAGNOLIA ST

LUCILLE CI

INGLEWOOD ST

TERRACEMEADOW CT

GISLER RD

E WESTWOOD ST

BODEGA PL

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BITNER PL

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LINVILLE CT

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CAMDEN CT

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MAHAN CT

BORGES CT

SAGEWOOD DR

PINE HOLLOW PL

STANFORD ST

HAVENCREST ST

ELMROCK AV

E MESA VERDE DR

LAURELVIEW DR

HEATHERWOOD HOLLOW AV

GRANDSEN CT

E QUAIL SUMMIT RD

HEATHERGLEN CT

N CEDARPINE LN

RIVER GROVE ST

QUEENS CT

E VISTAPARK DR

AMBERRIDGE CT

SHADYRIDGE DR

ROLLING KNOLL RD

CHARLES ST

N BENWOOD DR

N VISTAPARK DR

ALYSSAS CT

GRANADILLA DR

GRADUATE CI

COUNTRYMEADOW ST

MISTY HOLLOW CT

SEITZ CT

PINEDALE RD

ENDEAVOUR CT

HERTZ ST

HARVESTER ST

HATFIELD CT
AL

GRAND ISLE DR

WILLOW CREEK LN

CONEJO MESA ST

MELRAY ST

MILLER PY

DRACENA AV

UNIVERSITY DR

GOLONDRINA ST

STONEYGLEN CT

FORESTGLEN CT

CLAVELE CT

WALNUT CREEK RD

BUTTERFIELD LN

AMBERWICK LN

LANTERN LN

PEPPERDINE CI

BROOKDALE LN

N TULANE AV

CREIGHTON CI

AMBERMEADO W ST

KERNVALE AV

POINDEXTER AV

N MILLERTON RD

SOUTHHAMPTON RD

JULLIARD AV

ALDERBROOK ST

PEACH HILL RD

LUTHE R CI

FUJI ST

VASSAR CI

MEEHAM WY

SW IFT PL

WOODGLEN DR

TRAILCREST DR

CHALLENGER CT

ALUMNI WY

DISCOVERY CT

DEERMEADOW ST

LAURELHURST RD

SPRING CREEK CT

N AMHERST ST

CRESCENTMEADOW CT

CORNELL CI

ATWOOD CT

VIS DEL VALLE DR

POPPYGLEN CT

CAMPUS CANYON DR

CHRISTIAN BARRETT DR

SPRING RD

BONNIEVIEWST

DORIS CT

WALNUT ST

MAGNOLIA ST

BONSAI AV

CEDAR SPRINGS ST

ALDERGLEN ST

CRYSTAL RANCH RD

EVERETT ST

BARD ST

HONEYBEE ST

BLACKSMITH CT

CAMBRIDGE ST

BARD ST

ASHBROOK LN

BROOKGLEN ST

RAINS CT

BLAIRWOOD DR

RAINIER ST

BELLA VISTA DR

DONE VA RD

E RUTGER CI

SUNSETRIDGE RD

PENROSE AV

CHESTNUT RIDGE ST

E MILLERTON RD

TROJAN CT

NORTHDALE DR

MISTYGROVE ST

W HIGH ST

VINEWOOD LN

LASSEN AV

E PURDUE ST

WILLOW GROVE CT

FLOWERWOOD CT

N WESTWOOD ST

PAINTED SKY ST

WINTER AV

WESTPORT ST

TIMBERDALE RD

ELDERBERRY AV

SIR GEORGE CT

WESTDALE RD

DIABLO AV

BUTTER CREEK RD

IMBACH PL

SUMMER ST

DONNYBROOK LN

LETA YANCY RD

N ISLE ROYALE ST

MILNE CI
AL N OF 3RD ST
AL N OF 2ND ST

HIGH ST

CLIFFROSE AV

CAMPUS PARK DR

RANGEWOOD CT

TECH CI

COUNTRYWOOD DR

BORGES DR

HARTE LN

HEDYLAND CT

WILLOW SPRING DR

AUTUMNGLEN CT

N BERKELEY CI

LAUREL GLEN DR

FLINN AV

TALMADGE RD

PECAN AV

SUMMERGLEN CT

APPLEGLEN CT

ELK RUN LP

OAKCLIFF DR

MAPLECREST ST

S LAURELHURST RD

YALE AV

RIVERGLEN ST

HUNTER CREST CT

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HONEYGLEN CT

LONDON GROVE CT

LITTLE HOLLOW AV

MARYMOUNT ST

WILDW E S T CI

PRINCETON AV

WINTERGREEN LN

BENDING OAK CT

SKYGLEN CT

CEDARGLEN CT

MERIDIAN HILLS DR

SLEEPY WIND ST

VIEW MESA ST

N CLOVERDALE ST

LASSEN AV

BAMBI CT

UNIDOS AV

N COLUMBIA AV

JAMES WEAK AV

VILLA CAMPESINA AV

N DUKE ST

TIMBERVIEW CT

LUCILLE CT

VALLEY RD

MOONSONG CT

KEISHA DR

S MOORPARK AV

HOLLYGLEN CT

MINOR ST

MALLORY CT

NIGHTINGALE ST

N ASHTREE ST

TIMBERRIDGE RD

GUNSMOKE RD

LAFAYETTE CT

RIDGECREST DR

HUNTERS GROVE CT

MOUNTAIN MEADOW DR

CHAPMAN PL

LAFAYETTE ST

E CLOVERDALE ST

WILLOWOOD CT

CORALBERRY CT

WILDFLOWER CT

KAZUKO CT

WINTER WOOD CT

N AUBURN CI

E BENWOOD DR

THOMASVILLE CT

ROSECREEK DR

HARVARD ST

BLOSSOMWOOD CT

QUAILWOOD ST

BROADVIEW DR

CLEARCREEK CT

BENTCREEK RD

WESTMONT DR

SIERRA AV BEECHGROV E CT

HONEYBROOK CT

COLLEGE VIEW AV

BERRYBROOK CT

GOLDMAN AV

MONROE AV

CANYONWOOD CT

BRAUN CT

HILLSIDE DR

SHASTA AV

ARBOR HILL ST

MOUNTAIN TRAIL ST

WICKS RD

STERLINGVIEW DR

TERRACERIDGE RD

ARROYO DR

MAJESTIC CT

CHAMPIONSHIP DR

DEE RING LN

COLLEGE HEIGHTS DR

CHERRY GROVE ST

COLLINS DR BEAR VALLEY RD

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CASEY RD

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BUBBLING BROOK ST

WHITNEY AV

RAND ST

MC FADDEN AV

CORNETT AV

RANSOM RD

VIS LEVANA DR

FLORY AV

LOYOLA ST

BONITA HEIGHTS ST

HASTINGS ST

SPRING RD

RUTH AV

PARK LN

SARAH AV

DOROTHY AV

SHADY POINT DR

PARK CREST LN

SUSAN AV

ROBERTS AV

CAMPUS PARK DR

ESTHER AV

SHERMAN AV

CLEMSON ST

AVE COLONIA

MAUREEN LN

WEEP NI G WILLOW DR

WILLOW FOREST DR

PEPPER MILL ST

SILVER CREEK ST

SUNNYGLEN DR

N COMMERCE AV

WILLOW HILL DR

GABBERT RD

SILVERCREST ST

SCIENCE DR

PEACH HILL RD

CONDOR DR
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11883
10972
11142
10970
11584
11845
11274
11785 10131
10777
11522
10383
10016
11451
11081
10796
10532
10245
10130
11502
11510
11200
10979
10448
11301
11300
10358
10080
11844
10088
11139
10127
10128
11105
11732
10712
11556
10246
10059
10107
11806
11015
10778
10252
10938
11744
10449
11846
11007
10409
10531
10713
11059
11234
11312
10376
11761
10547
10925
10964
10345
10482
11517
10071
11370
10097
10824
11484
10784
10048
10739
10990
10748
10275
10477
10573
11268
10271
10798
11794
11080
11859
10989
10241
11570
11801
10809
10704
10627
11800
10966 11320
10509
11323
11290
10242
11738
11076
11503
10084
10745
10515
11014
11674
11016
11053
10904
10072
11293
10081
10497
11742
10703
11091
10446
11765
10028
10339
10740
10582
10095
11764
10495
11050
11030
10727
10110 10108 11555
10812
10797
11258
10074
11774
11017
11257
11055
11488
10193
11807
10483
11694
10730
10927
11526
11316
11264
11671
10266
11216
10050
10437
11056
10790
10064
10317
10858
10974
10988
11065
10710
10293
10820
10513
11275
11688
10283
11009
10767
11244
10357
11201
11270
10170
11137
10270
10999
10025
10695
11784
11740
11277
10249
10522
10842
10670
11103
10616
10099
11438
10987
11486
10041
10301
10093
10083
10496
10785
10395
11543
10821
11222
11256
10489
11508
10517
10588
10445
10320
11804
10614
10342
11497 11051
11307
10112
11242
11229
10352
11471
10742
10959
11606
11028
11687
10668
10116
10013
10325
11487
11802
10788
11073
10037
10129
11509
11481
11525
11755
10526
11729
11261
10258
11331
10308
10121
11812
11805
10577
11489
10321
11296
10806
11002
10264
10086
11208
11035
11292
11427
10075
10344
10051
11066
10574
10726
10753
10597
11079
11322
10346
10004
10653
11659
10580
10323
11567
10832
11327
1154
11 2
218
10328
11302
11506
11491
10711
10011
11691
11328
10077
10833
11104
10825
10022
11752
11731
10305
10791
10760
10773
11545
11832
10125
11060
10980
10152
10306
10284
11564
10408
11461
11111
10838 10047
10135
10313
11004
10516
11022
10905
11693
10814
11087
10630
11272
10394
11330
11089
10338
10576
10055
10006
11501
10094
10706
10787
10027
11723
11029
11692
11663
10015
11120
11359
10173
10831
11041
10720
10334
11431
11279
11480
11837
11106
10551
10963
10248
10133
10153
11791
10725
10869
11351
10192
10828
11309
11728
11539
10450
11507
11560
10014
10233
11540
11749
10731
11500
10021
10969
10800
10396
11554
10090
11518
10087
11249 10998
10757
10158
10109
10750
10347
10319
11698
10694
10165
10621
10114
10085
10310
11767
11197
10098
10475
10840
10631
11735
10878
10724
11884
10333
10581
10741
10769
11574
11231
11195
10815
10102
10667
11739
10330
11830
10069
10360
10053
11707
10801
11071
11334
11498
11751
11088
10802
11012
11703
11391
11746
11730
11456
11796
11831
10723
11734
10174
10669
10066
10982
10983
11213
11233
11246
11101
10749
11569
10156
10521
10367
10479
10839
10034
11485
10856
11689
11492
10502
11705
10259
11006
11225
10262
10045
11499
11523
11721
10186
11445
11163
11762
10377
11776
11880
10005
11684
10309
10735
10519
11733
11894
10738
10076
10476
10756
11310
11238
10375
11616
11757
10451
11579
10318
11661
11495
11439
11786
10845
11325
10100
11255
11758
11315
11392
11326
11067
10715
11354
11706
10119
11454
11069
11686
11220
11032
10332
11389
10585
10510
10976
10144
11496
11430
11176
11143
10368
11841
11287
10939
11700
10877
11289
10827
10096
11580
10268
11031
10965
10780
11288
11743
11748
11253
10512
10507
11119
11376
11611
10880
10444
10520
10926
11189
11878
10546
11353
10721
10018
11371
11299
11530
11317
11534
11000
10560
10774
10744
10544
10322
11902
10336
10062
11793
11712
10879
10775
11224
11513
11541
10586
11243
10060
10058
10426
10054
10951
10835
11230
11239
11745
10282
11490
11664
11877
10315
11516
10722
11068
11479
10265
10870
10697
11267
11763
10553
11459
11027
11295
10056
11725
11082
10608
11864
11252
10386
11291
10009
11099
11467
11747
10007
10105
11191
11214
10598
10354
10316
10067
10012
10874
10853
10872
11313
11799
11809
10607
11665
10986
10134
10841
10103
10431
10933
11237
10212
10718
10447
10049
11882
11594
10335
11537
11284
10593
11829
11724
10194
10549
11662
11585
10187
10548
10411
10967
11084
10385
10470
10729
11250
11198
10530
10504
10600
10684
11787
11533
11297
10596
10106
10209
10163
10057
10017
10823
11057
10052
10290
11202
11318
11573
11165
11648
11583
10971
10628
11122
10281
11074
10113
11565
11704
11511
10781
11005
11337
10876
11571
10140
11756
11718
11373
10205
10822
11075
11660
10537
10280
10329
11483
10696
11116
11283
11838
10857
10707
10882
10794
10906
10701
10247
11178
10629
10736
11414
10214
11815
10020
11164
10792
10599
11720
10324
10700
11897
10331
10033
10120
11190
10370
10717
11847
11782
10337
10977
11625
11695
11519
10917
11100
11192
10480
11709
11040
11634
11282
11789
11727
10378
10603
10501
10155
11538
10118
10847
11303
10525
11278
11363
11153
11811
Legend
Functional Classification
Primary
Secondary
Local
Alley
City Limits
GISID
N 0 0.25 0.5 1
Miles
IMS Infrastructure Management Services 2023 Moorpark, CA | Pavement Analysis 2023 1234
Pavement Analysis
Functional Classification
by Segment
78 UV118
UV23
UV118
UV23
Arroyo Simi
Gabbert Canyon Channel
Arroyo Santa Rosa
Bard
Reservoir
Arroyo Simi
SP Railroad

REVELLO ST

WHEATON ST

CANDLEWOOD CT

SPRINGTIME LN

CORAL CREST CT

ATLANTIS CT

TORINO ST

LASSEN AV

NOGALES AV

EVEREST AV

GREENBUSH LN

SOSNA CT

MIRABELLA ST

LOYOLA PL

PENN ST

GROVEDALE LN

OAK GLEN CT

ROBERTS AV

ALANDIA CT

COLIBRI CT

HILBURN CT

MARQUETTE ST

COLLEGIATE CT

GRIFFITH LN

AUTUMNMEADOW CI

WOODHILL DR

BAYLOR CI

HEATHER CT

COURTNEY LN

FRESHMAN CT

E AMHERST ST

CLEARWOOD RD

BROOKHURST CT

ASHBOURNE LN

ADONIS PL

THIONNET PL

TROLLOPE CT

MILL VALLEY RD
3RD ST
AL

AL W OF BARD ST
2ND ST
1ST ST

AL E OF MOORPARK AV

FITCH AV

GENTLEWOOD DR

FLOWERCREEK DR

SOPHOMORE CT

DEEPWELL LN

BERAGAN ST

E DARTMOUTH CI

MANORVIEW CT

WARREN CI

PHEASANT RUN ST

HEATHERDALE CT

SANDYHOLLOW CT

ADLENA PL

VIRGINIA COLONY AV

ROBINWOOD LN

CANARIO CT

MAPLERIDGE CT

REEDLEY ST

JUAREZ AV

COUNTRYHILL RD

MCBETH CT

HARGROVE CT

E CEDARPINE LN

E LOYOLA ST

MAGNOLIA ST

LUCILLE CI

INGLEWOOD ST

TERRACEMEADOW CT

GISLER RD

E WESTWOOD ST

BODEGA PL

SHAKESPEARE PL

INGLEWOOD ST

PALOMAR AV

BITNER PL

HARRY ST

OVERLY ST

N MEADOW ST

COTTONTAIL RD

HIDDEN PINES CT

TIERRA REJADA RD

FAIRBROOK LN

ALDERGROVE ST

WILLIAMS RANCH RD

HARTFORD ST

LINVILLE CT

CHESTERFIELD DR

KNOTTY PINE ST

CAMDEN CT

MILLARD ST

MAHAN CT

BORGES CT

SAGEWOOD DR

PINE HOLLOW PL

STANFORD ST

HAVENCREST ST

ELMROCK AV

E MESA VERDE DR

LAURELVIEW DR

HEATHERWOOD HOLLOW AV

GRANDSEN CT

E QUAIL SUMMIT RD

HEATHERGLEN CT

N CEDARPINE LN

RIVER GROVE ST

QUEENS CT

E VISTAPARK DR

AMBERRIDGE CT

SHADYRIDGE DR

ROLLING KNOLL RD

CHARLES ST

N BENWOOD DR

N VISTAPARK DR

ALYSSAS CT

GRANADILLA DR

GRADUATE CI

COUNTRYMEADOW ST

MISTY HOLLOW CT

SEITZ CT

PINEDALE RD

ENDEAVOUR CT

HERTZ ST

HARVESTER ST

HATFIELD CT
AL

GRAND ISLE DR

WILLOW CREEK LN

CONEJO MESA ST

MELRAY ST

MILLER PY

DRACENA AV

UNIVERSITY DR

GOLONDRINA ST

STONEYGLEN CT

FORESTGLEN CT

CLAVELE CT

WALNUT CREEK RD

BUTTERFIELD LN

AMBERWICK LN

LANTERN LN

PEPPERDINE CI

BROOKDALE LN

N TULANE AV

CREIGHTON CI

AMBERMEADO W ST

KERNVALE AV

POINDEXTER AV

N MILLERTON RD

SOUTHHAMPTON RD

JULLIARD AV

ALDERBROOK ST

PEACH HILL RD

LUTHE R CI

FUJI ST

VASSAR CI

MEEHAM WY

SW IFT PL

WOODGLEN DR

TRAILCREST DR

CHALLENGER CT

ALUMNI WY

DISCOVERY CT

DEERMEADOW ST

LAURELHURST RD

SPRING CREEK CT

N AMHERST ST

CRESCENTMEADOW CT

CORNELL CI

ATWOOD CT

VIS DEL VALLE DR

POPPYGLEN CT

CAMPUS CANYON DR

CHRISTIAN BARRETT DR

SPRING RD

BONNIEVIEWST

DORIS CT

WALNUT ST

MAGNOLIA ST

BONSAI AV

CEDAR SPRINGS ST

ALDERGLEN ST

CRYSTAL RANCH RD

EVERETT ST

BARD ST

HONEYBEE ST

BLACKSMITH CT

CAMBRIDGE ST

BARD ST

ASHBROOK LN

BROOKGLEN ST

RAINS CT

BLAIRWOOD DR

RAINIER ST

BELLA VISTA DR

DONE VA RD

E RUTGER CI

SUNSETRIDGE RD

PENROSE AV

CHESTNUT RIDGE ST

E MILLERTON RD

TROJAN CT

NORTHDALE DR

MISTYGROVE ST

W HIGH ST

VINEWOOD LN

LASSEN AV

E PURDUE ST

WILLOW GROVE CT

FLOWERWOOD CT

N WESTWOOD ST

PAINTED SKY ST

WINTER AV

WESTPORT ST

TIMBERDALE RD

ELDERBERRY AV

SIR GEORGE CT

WESTDALE RD

DIABLO AV

BUTTER CREEK RD

IMBACH PL

SUMMER ST

DONNYBROOK LN

LETA YANCY RD

N ISLE ROYALE ST

MILNE CI
AL N OF 3RD ST
AL N OF 2ND ST

HIGH ST

CLIFFROSE AV

CAMPUS PARK DR

RANGEWOOD CT

TECH CI

COUNTRYWOOD DR

BORGES DR

HARTE LN

HEDYLAND CT

WILLOW SPRING DR

AUTUMNGLEN CT

N BERKELEY CI

LAUREL GLEN DR

FLINN AV

TALMADGE RD

PECAN AV

SUMMERGLEN CT

APPLEGLEN CT

ELK RUN LP

OAKCLIFF DR

MAPLECREST ST

S LAURELHURST RD

YALE AV

RIVERGLEN ST

HUNTER CREST CT

AVEDON RD

HONEYGLEN CT

LONDON GROVE CT

LITTLE HOLLOW AV

MARYMOUNT ST

WILDW E S T CI

PRINCETON AV

WINTERGREEN LN

BENDING OAK CT

SKYGLEN CT

CEDARGLEN CT

MERIDIAN HILLS DR

SLEEPY WIND ST

VIEW MESA ST

N CLOVERDALE ST

LASSEN AV

BAMBI CT

UNIDOS AV

N COLUMBIA AV

JAMES WEAK AV

VILLA CAMPESINA AV

N DUKE ST

TIMBERVIEW CT

LUCILLE CT

VALLEY RD

MOONSONG CT

KEISHA DR

S MOORPARK AV

HOLLYGLEN CT

MINOR ST

MALLORY CT

NIGHTINGALE ST

N ASHTREE ST

TIMBERRIDGE RD

GUNSMOKE RD

LAFAYETTE CT

RIDGECREST DR

HUNTERS GROVE CT

MOUNTAIN MEADOW DR

CHAPMAN PL

LAFAYETTE ST

E CLOVERDALE ST

WILLOWOOD CT

CORALBERRY CT

WILDFLOWER CT

KAZUKO CT

WINTER WOOD CT

N AUBURN CI

E BENWOOD DR

THOMASVILLE CT

ROSECREEK DR

HARVARD ST

BLOSSOMWOOD CT

QUAILWOOD ST

BROADVIEW DR

CLEARCREEK CT

BENTCREEK RD

WESTMONT DR

SIERRA AV BEECHGROV E CT

HONEYBROOK CT

COLLEGE VIEW AV

BERRYBROOK CT

GOLDMAN AV

MONROE AV

CANYONWOOD CT

BRAUN CT

HILLSIDE DR

SHASTA AV

ARBOR HILL ST

MOUNTAIN TRAIL ST

WICKS RD

STERLINGVIEW DR

TERRACERIDGE RD

ARROYO DR

MAJESTIC CT

CHAMPIONSHIP DR

DEE RING LN

COLLEGE HEIGHTS DR

CHERRY GROVE ST

COLLINS DR BEAR VALLEY RD

KINGSVIEW RD

CASEY RD

SPRING CREEK RD

BUBBLING BROOK ST

WHITNEY AV

RAND ST

MC FADDEN AV

CORNETT AV

RANSOM RD

VIS LEVANA DR

FLORY AV

LOYOLA ST

BONITA HEIGHTS ST

HASTINGS ST

SPRING RD

RUTH AV

PARK LN

SARAH AV

DOROTHY AV

SHADY POINT DR

PARK CREST LN

SUSAN AV

ROBERTS AV

CAMPUS PARK DR

ESTHER AV

SHERMAN AV

CLEMSON ST

AVE COLONIA

MAUREEN LN

WEEP NI G WILLOW DR

WILLOW FOREST DR

PEPPER MILL ST

SILVER CREEK ST

SUNNYGLEN DR

N COMMERCE AV

WILLOW HILL DR

GABBERT RD

SILVERCREST ST

SCIENCE DR

PEACH HILL RD

CONDOR DR
10091
10469
11097
11219
11472
10686
10285
10493
11058
11771
10751
10229
10592
10559
11656
10683
11770
10263
11286
11364
10442
11697
10719
11360
10846
11778
11039
10663
10132
11138
11013
11860
10044
11321
10755
11136
11520
10307
11493
10859
10070
10758
11266
11442
11458
11372
11335
11575
10101
11797
11824
10287
11566
11889
11531
11276
10126
10779
10708
11881
11260
11281
11061
11614
10314
10471
10492
10348
10602
11717
11792
11775
10803
11710
11449
10771
10384
11181
11021
11515
10928
10035
10752
10743
11123
11803
10595
10164
11453
11223
11737
11437
10534
11232
10439
11245
10063
11736
10364
10699
10571
10535
10666
10772
11086
11248
10089
10124
10960
11551
10591
10123
11547
11441
10269
11795
10994
10702
11836
10361
10277
11450
11773
10286
10518
11719
10795
10698
10765
10804
10438
10260
10852
10786
10505
10288
11226
10978
11572 10997
10555
10543
10289
11527
10689
10528
11199
11658
10975
11813
11457
11883
10972
11142
10970
11584
11845
11274
11785 10131
10777
11522
10383
10016
11451
11081
10796
10532
10245
10130
11502
11510
11200
10979
10448
11301
11300
10358
10080
11844
10088
11139
10127
10128
11105
11732
10712
11556
10246
10059
10107
11806
11015
10778
10252
10938
11744
10449
11846
11007
10409
10531
10713
11059
11234
11312
10376
11761
10547
10925
10964
10345
10482
11517
10071
11370
10097
10824
11484
10784
10048
10739
10990
10748
10275
10477
10573
11268
10271
10798
11794
11080
11859
10989
10241
11570
11801
10809
10704
10627
11800
10966 11320
10509
11323
11290
10242
11738
11076
11503
10084
10745
10515
11014
11674
11016
11053
10904
10072
11293
10081
10497
11742
10703
11091
10446
11765
10028
10339
10740
10582
10095
11764
10495
11050
11030
10727
10110 10108 11555
10812
10797
11258
10074
11774
11017
11257
11055
11488
10193
11807
10483
11694
10730
10927
11526
11316
11264
11671
10266
11216
10050
10437
11056
10790
10064
10317
10858
10974
10988
11065
10710
10293
10820
10513
11275
11688
10283
11009
10767
11244
10357
11201
11270
10170
11137
10270
10999
10025
10695
11784
11740
11277
10249
10522
10842
10670
11103
10616
10099
11438
10987
11486
10041
10301
10093
10083
10496
10785
10395
11543
10821
11222
11256
10489
11508
10517
10588
10445
10320
11804
10614
10342
11497 11051
11307
10112
11242
11229
10352
11471
10742
10959
11606
11028
11687
10668
10116
10013
10325
11487
11802
10788
11073
10037
10129
11509
11481
11525
11755
10526
11729
11261
10258
11331
10308
10121
11812
11805
10577
11489
10321
11296
10806
11002
10264
10086
11208
11035
11292
11427
10075
10344
10051
11066
10574
10726
10753
10597
11079
11322
10346
10004
10653
11659
10580
10323
11567
10832
11327
1154
11 2
218
10328
11302
11506
11491
10711
10011
11691
11328
10077
10833
11104
10825
10022
11752
11731
10305
10791
10760
10773
11545
11832
10125
11060
10980
10152
10306
10284
11564
10408
11461
11111
10838 10047
10135
10313
11004
10516
11022
10905
11693
10814
11087
10630
11272
10394
11330
11089
10338
10576
10055
10006
11501
10094
10706
10787
10027
11723
11029
11692
11663
10015
11120
11359
10173
10831
11041
10720
10334
11431
11279
11480
11837
11106
10551
10963
10248
10133
10153
11791
10725
10869
11351
10192
10828
11309
11728
11539
10450
11507
11560
10014
10233
11540
11749
10731
11500
10021
10969
10800
10396
11554
10090
11518
10087
11249 10998
10757
10158
10109
10750
10347
10319
11698
10694
10165
10621
10114
10085
10310
11767
11197
10098
10475
10840
10631
11735
10878
10724
11884
10333
10581
10741
10769
11574
11231
11195
10815
10102
10667
11739
10330
11830
10069
10360
10053
11707
10801
11071
11334
11498
11751
11088
10802
11012
11703
11391
11746
11730
11456
11796
11831
10723
11734
10174
10669
10066
10982
10983
11213
11233
11246
11101
10749
11569
10156
10521
10367
10479
10839
10034
11485
10856
11689
11492
10502
11705
10259
11006
11225
10262
10045
11499
11523
11721
10186
11445
11163
11762
10377
11776
11880
10005
11684
10309
10735
10519
11733
11894
10738
10076
10476
10756
11310
11238
10375
11616
11757
10451
11579
10318
11661
11495
11439
11786
10845
11325
10100
11255
11758
11315
11392
11326
11067
10715
11354
11706
10119
11454
11069
11686
11220
11032
10332
11389
10585
10510
10976
10144
11496
11430
11176
11143
10368
11841
11287
10939
11700
10877
11289
10827
10096
11580
10268
11031
10965
10780
11288
11743
11748
11253
10512
10507
11119
11376
11611
10880
10444
10520
10926
11189
11878
10546
11353
10721
10018
11371
11299
11530
11317
11534
11000
10560
10774
10744
10544
10322
11902
10336
10062
11793
11712
10879
10775
11224
11513
11541
10586
11243
10060
10058
10426
10054
10951
10835
11230
11239
11745
10282
11490
11664
11877
10315
11516
10722
11068
11479
10265
10870
10697
11267
11763
10553
11459
11027
11295
10056
11725
11082
10608
11864
11252
10386
11291
10009
11099
11467
11747
10007
10105
11191
11214
10598
10354
10316
10067
10012
10874
10853
10872
11313
11799
11809
10607
11665
10986
10134
10841
10103
10431
10933
11237
10212
10718
10447
10049
11882
11594
10335
11537
11284
10593
11829
11724
10194
10549
11662
11585
10187
10548
10411
10967
11084
10385
10470
10729
11250
11198
10530
10504
10600
10684
11787
11533
11297
10596
10106
10209
10163
10057
10017
10823
11057
10052
10290
11202
11318
11573
11165
11648
11583
10971
10628
11122
10281
11074
10113
11565
11704
11511
10781
11005
11337
10876
11571
10140
11756
11718
11373
10205
10822
11075
11660
10537
10280
10329
11483
10696
11116
11283
11838
10857
10707
10882
10794
10906
10701
10247
11178
10629
10736
11414
10214
11815
10020
11164
10792
10599
11720
10324
10700
11897
10331
10033
10120
11190
10370
10717
11847
11782
10337
10977
11625
11695
11519
10917
11100
11192
10480
11709
11040
11634
11282
11789
11727
10378
10603
10501
10155
11538
10118
10847
11303
10525
11278
11363
11153
11811
Legend
Descriptive Pavement Condition
85 - 100 Excellent
70 - 85 Very Good
60 - 70 Good
50 - 60 Fair
40 - 50 Marginal
25 - 40 Poor
0 - 25 Very Poor
City Limits
GISID
N 0 0.25 0.5 1
Miles
IMS Infrastructure Management Services 2023 Moorpark, CA | Pavement Analysis 2023 Pavement Condition Index
by Segment
1234
Pavement Analysis
79 UV118
UV23
UV118
UV23
Arroyo Simi
Gabbert Canyon
Channel
Arroyo Santa Rosa
Bard
Reservoir
Arroyo Simi
SP Railroad

REVELLO ST

CLOVERDALE ST

TORINO ST

CAMPUS CANYON DR

WHEATON ST

SPRINGTIME LN

E CLOVERDALE ST

UNIDOS AV

CORAL CREST CT

SHADY KNOLL CT

LASSEN AV

NOGALES AV

TIERRA REJADA RD

EVEREST AV

JUAREZ AV

GISLER RD

GREENBUSH LN

LETA YANCY RD

SOSNA CT

MIRABELLA ST

STANLEY CT

LOYOLA PL

PENN ST
3RD ST

RIDGECREST DR

WESTPORT ST

BROADVIEW DR

MARQUETTE ST

COUNTRYWOOD DR
AL

GROVEDALE LN

ALDERGLEN ST

OAK GLEN CT
2ND ST

MILL VALLEY RD

ROBERTS AV

CAMDEN CT

ALANDIA CT

COLIBRI CT

HILBURN CT

SPRING CREEK RD

BROOKHURST CT

SAGEWOOD DR

SIERRA AV

COLLEGIATE CT

GRIFFITH LN

FLORY AV

CHESTNUT RIDGE ST

AUTUMNMEADOW CI

WOODHILL DR

BAYLOR CI

HEATHER CT

FRESHMAN CT

KERNVALE AV

E AMHERST ST

HONEYBROOK CT

ROLLING KNOLL RD

ASHBOURNE LN

ADONIS PL

MISTYGROVE ST

THIONNET PL

TROLLOPE CT

SHAKESPEARE PL
AL

PECAN AV

E MESA VERDE DR

TIMBERRIDGE RD

STERLINGVIEW DR

CANDLEWOOD CT

RIVER GROVE ST

AL E OF MOORPARK AV
1ST ST

AL W OF BARD ST

FITCH AV

TIMBERDALE RD

HILLSHIRE CT

QUAILWOOD ST

PARK LN

FLOWERCREEK DR

SOPHOMORE CT

DEEPWELL LN

BERAGAN ST

MOUNTAIN MEADOW DR

CHRISTIAN BARRETT DR

HIDDEN PINES CT

E DARTMOUTH CI

CHARLES ST

WEEP NI G WILLOW DR

PALOMAR AV

MANORVIEW CT

WARREN CI

SUGAR MAPLE CT

PHEASANT RUN ST

HEATHERDALE CT

CEDAR BRANCH CT

SANDYHOLLOW CT

ADLENA PL

VIRGINIA COLONY AV

COUNTRYMEADOW ST

ROBINWOOD LN

TECOLOTE CT

MAPLERIDGE CT

PEPPER MILL ST

MCBETH CT

HARGROVE CT

E CEDARPINE LN

E LOYOLA ST

VISTAMEADOW CT

MAGNOLIA ST

MILLARD ST

HARRY ST

LUCILLE CI

INGLEWOOD ST

E WESTWOOD ST

BODEGA PL

E VISTAPARK DR

UNIVERSITY DR

BORGES DR

BITNER PL

TERRACEMEADOW CT

BAMBI CT

N MEADOW ST

E QUAIL SUMMIT RD

OVERLY ST

CLIFFROSE AV

DENALI CT

GRAND ISLE DR

N VISTAPARK DR

COTTONTAIL RD

FAIRBROOK LN

ALDERGROVE ST

HARTFORD ST

LINVILLE CT

HEATHERGLEN CT

MELRAY ST

STANFORD ST

HARVESTER ST

CRYSTAL RANCH RD

MOUNTAIN TRAIL ST

MAHAN CT

POPPYGLEN CT

BORGES CT

N AUBURN CI

LOYOLA ST

SHASTA AV

HAVENCREST ST

N ASHTREE ST

COLLINS DR

GRANDSEN CT

CHESTERFIELD DR

QUEENS CT

WILLOW CREEK LN

AMBERRIDGE CT

SOUTHHAMPTON RD

N BENWOOD DR

ALYSSAS CT

GRANADILLA DR

OLYMPUS ST

GRADUATE CI

MISTY HOLLOW CT

SEITZ CT

N CEDARPINE LN

CONEJO MESA ST

ENDEAVOUR CT

HEATHERWOOD HOLLOW AV

COURTNEY LN

POINDEXTER AV

DRACENA AV

STONEYGLEN CT

FORESTGLEN CT

HERTZ ST

LAURELHURST RD

WALNUT CREEK RD

HARTE LN

PINE HOLLOW PL

CLAVELE AV

BUTTERFIELD LN

AMBERWICK LN

LANTERN LN

PEPPERDINE CI

BROOKDALE LN

N TULANE AV

KNOTTY PINE ST

DONNYBROOK LN

CREIGHTON CI

MAUREEN LN

N MILLERTON RD

JULLIARD AV

WILLOW SPRING DR

REEDLEY ST

VIS DEL VALLE DR

MARYMOUNT ST

LUTHE R CI

FUJI ST

VASSAR CI

HATFIELD CT

MEEHAM WY

SW IFT PL

DAISY CT

WOODGLEN DR

TRAILCREST DR

CHALLENGER CT

ALUMNI WY

DISCOVERY CT

SPRING CREEK CT

CRESCENTMEADOW CT

CORNELL CI

S MOORPARK AV

ATWOOD CT

BONNIEVIEWST

DORIS CT

WALNUT ST

MAGNOLIA ST

BONSAI AV

DEERMEADOW ST

COUNTRYHILL RD

BARD ST

HONEYBEE ST

E ANNETTE ST

BLACKSMITH CT

GOLONDRINA ST

CAMBRIDGE ST

BARD ST

ASHBROOK LN

WILLIAMS RANCH RD

BROOKGLEN ST

RAINS CT

RAINIER ST

REYES ST

CEDAR SPRINGS ST

BELLA VISTA DR

N AMHERST ST

E RUTGER CI

SUNSETRIDGE RD

PENROSE AV

GENTLEWOOD DR

E MILLERTON RD

TROJAN CT

W HIGH ST

VINEWOOD LN

LASSEN AV

SHADYRIDGE DR

WILLOW GROVE CT

FLOWERWOOD CT

N WESTWOOD ST

PAINTED SKY ST

WINTER AV

ELDERBERRY AV

SIR GEORGE CT

WESTDALE RD

GABBERT RD

DIABLO AV

BUTTER CREEK RD

IMBACH PL

SUMMER ST

N ISLE ROYALE ST

CAMPUS PARK DR

MILNE CI

ELMROCK AV

E PURDUE ST
AL N OF 3RD ST
AL N OF 2ND ST

TALMADGE RD

RANGEWOOD CT

TECH CI

HEDYLAND CT

MERIDIAN HILLS DR

AUTUMNGLEN CT

N BERKELEY CI

LAUREL GLEN DR

WICKS RD

FLINN AV

SUMMERGLEN CT

APPLEGLEN CT

ELK RUN LP

OAKCLIFF DR

MAPLECREST ST

S LAURELHURST RD

YALE AV

RIVERGLEN ST

HUNTER CREST CT

HONEYGLEN CT

LONDON GROVE CT

NORTHDALE DR

LITTLE HOLLOW AV

WILDW E S T CI

PRINCETON AV

WINTERGREEN LN

BENDING OAK CT

SKYGLEN CT

AMBERMEADOW ST

CEDARGLEN CT

SLEEPY WIND ST

VIEW MESA ST

N CLOVERDALE ST

LASSEN AV

N COLUMBIA AV

JAMES WEAK AV

BLAIRWOOD DR

VILLA CAMPESINA AV

N DUKE ST

TIMBERVIEW CT

LUCILLE CT

VALLEY RD

MOONSONG CT

KEISHA DR

HOLLYGLEN CT

MINOR ST

ALDERBROOK ST

MALLORY CT

NIGHTINGALE ST

LAFAYETTE CT

HUNTERS GROVE CT

CHAPMAN PL

LAFAYETTE ST

WILLOWOOD CT

CORALBERRY CT

WILDFLOWER CT

KAZUKO CT

WINTER WOOD CT

PEACH SLOPE RD

E BENWOOD DR

THOMASVILLE CT

ROSECREEK DR

HARVARD ST

BLOSSOMWOOD CT

PEACH HILL RD

BROADVIEW DR

CLEARCREEK CT
B

WESTMONT DR

ENTCREEK RD

BEECHGROV E CT

COLLEGE VIEW AV

BERRYBROOK CT

GOLDMAN AV

MONROE AV

CANYONWOOD CT

BRAUN CT

HILLSIDE DR

TERRACERIDGE RD

MAJESTIC CT

EVERETT ST

PINEDALE RD

DEERING LN

CLEARWOOD RD

GUNSMOKE RD

CHERRY GROVE ST

KINGSVIEW RD

BEAR VALLEY RD

AVEDON RD

CASEY RD

BUBBLING BROOK ST

WHITNEY AV

RAND ST

LAURELVIEW DR

MC FADDEN AV

CORNETT AV

RANSOM RD

VIS LEVANA DR

HIGH ST

BONITA HEIGHTS ST

HASTINGS ST

SPRING RD

RUTH AV

SARAH AV

DOROTHY AV

SHADY POINT DR

PARK CREST LN

COLLEGE HEIGHTS DR

SUSAN AV

ROBERTS AV

CAMPUS PARK DR

ESTHER AV

SPRING RD

SHERMAN AV

CLEMSON ST

AVE COLONIA

BROADVIEW DR

ARROYO DR

MILLER PY

WILLOW FOREST DR

SILVER CREEK ST

ARBOR HILL ST

SUNNYGLEN DR

N COMMERCE AV

WILLOW HILL DR

SILVERCREST ST

SCIENCE DR

PEACH HILL RD

CONDOR DR

CHAMPIONSHIP DR
1420
2440
4980
2300
4420
4860
1400
2840
4540
4360
3380
2560
2440
4500
2720
3940
3620
1800
3540
2960
4960
4860
2420
4380
3100
3480
3500
2600
3600
4540
4540
4360
1000
2040
4340
1700
4020
2400
1080
4400
1160
4680
2900
2140
2220
2700
2320
3800
2380
4440
1940
3560
2280
2280
4200
2640
2860
2160
2380
1300
3460
4500
3760
1500
1080
4160
3321
1760
3620
3280
4620
4560
4640
1600
1200
4520
4260
2000
4060
2740
1740
3700
4540
4560
2720
2760
2840
4780
4460
2500
1040
1120
1660
2040
4720
4740
4700
3840
3740
1860
4880
1240
1280
2380
1440
3580
1220
3280
4560
2620
2660
4620
3020
2820
3920
2820
2980
1100
3940
2940
2460
2360
1220
1300
2480
2460
1660
2400
2720
2080
2660
2260
4060
22802480
3500
1040
3220
2680
3060
2040
5040
2040
1980
3900
3960
3120
2720
2520
4580
4560
3800
4540
2580
3180
3820
2620
2420
3260
2220
3500
1260
4240
2620
1720
2620
3200
3820
2620
2240
4660
3780
2260
3220
4280
2700
4220
4660
3240
4340
3300
2220
1840
4540
3180
2880
2700
4560
2860
2380
4940
3460
2100
2700
3880
1140
4600
1380
4660
2500
2800
3002
1920
1880
4480
4580
2920
1660
2900
4100
4240
2340
3420
3320
2960
3660
3040
1600
1060
2300
4660
2020
2020
3540
2760
2180
2420
4560
1720
4560
2300
2660
2660
4300
2640
4540
2480
1000
4300
3520
4360
3300
2520
1900
4420
5060
4380
4420
4300
3000
4580
2820
3520
2180
2060
4300
3640
3060
1520
4540
3160
3960
4600
3880
2100
2200
1580
4160
3900
3880
2440
5120
2440
2680
2540
2780
1800
2320
2940
4540
3500
2200
4220
3340
1320
4360
3480
2921
1180
3060
3880
2540
3480
4600
1900
4180
4140
3940
1680
1320
5160
3460
1640
4560
2901
2980
2600
3440
4580
2580
2500
4160
4760
3720
4760
5080
5140
4000
3960
4000
2020
4260
2240
3860
1340
1960
1260
1960
3040
2140
1780
3260
1960
1700
3840
1700
4540
2760
2820
1460
1960
2120
2020
4540
2360
4260
3600
4200
2560
3940
3760
1200
3180
1620
4540 4540
2440
4100
3300
1820
3480
4240
3200
3200
3420
1440
2400
4460
4320
1481
2760
3220
2200
1720
1600
4620
3560
4480
1520
4540
2160
4020
1360
2360
2360
1540
1000
3640
2740
3880
1020
1240
5150
2800
3140
2780
3080
3860
2961
1600
3480
4180
4340
3680
3680
3100
2720
5020
5100
3800
3800
3800
3640
4840
3800
3820
4120
4040
4820
4800
3240
1780
3980
5000
2000
3360
3400
1560
4080
Legend
City Limits
GISID
N 0 0.25 0.5 1
Miles
IMS Infrastructure Management Services 2023 Moorpark, CA | Pavement Analysis 2023 Assembled Projects
by Project ID
1234
Pavement Analysis
80 UV118
UV23
UV118
UV23
Arroyo Simi
Gabbert Canyon
Channel
Arroyo Santa Rosa
Bard
Reservoir
Arroyo Simi
SP Railroad

REVELLO ST

SPRINGTIME LN

CORAL CREST CT

TORINO ST

GREENBUSH LN

MIRABELLA ST

PENN ST
2ND ST

PALOMITAS CI

MARQUETTE ST

COLLEGIATE CT

HEATHER CT

ASHBOURNE LN

MILL VALLEY RD
AL

FITCH AV

REEDLEY ST

HEATHERDALE CT

SANDYHOLLOW CT

ADLENA PL

E LOYOLA ST

MAGNOLIA ST

E WESTWOOD ST

BODEGA PL

KNOTTY PINE ST

HIDDEN PINES CT

ALDERGROVE ST

WILLIAMS RANCH RD

E AMHERST ST

N CEDARPINE LN

SAGEWOOD DR

PINE HOLLOW PL

PRINCETON AV

STANFORD ST

CHRISTIAN BARRETT DR

N ASHTREE ST

HEATHERWOOD HOLLOW AV

RIVER GROVE ST

QUEENS CT

SHADYRIDGE DR

ALYSSAS CT

WOODLAKE MANOR

MISTY HOLLOW CT

PINEDALE RD

E OXFORD CI
AL

WILLOW CREEK LN

CONEJO MESA ST

GOLONDRINA ST

WALNUT CREEK RD

BELLA VISTA DR

CHARLES ST

POINDEXTER AV

ALDERBROOK ST

LUTHE R CI
3RD ST

HATFIELD CT

MEEHAM WY

TRAILCREST DR

LAURELHURST RD

N AMHERST ST

CRESCENTMEADOW CT

VIS DEL VALLE DR

CHESTNUT RIDGE ST

CEDAR SPRINGS ST

COUNTRYHILL RD

BARD ST

CAMBRIDGE ST

BARD ST

ASHBROOK LN

MISTYGROVE ST

VINEWOOD LN

BLAIRWOOD DR

E WESTWOOD ST

N WESTWOOD ST

TIMBERDALE RD

DONNYBROOK LN
2ND ST

N BERKELEY CI

LAUREL GLEN DR

FLINN AV

PECAN AV

OAKCLIFF DR S LAURELHURST RD

YALE AV

LONDON GROVE CT

LITTLE HOLLOW AV

MARYMOUNT ST

WILDW E S T CI

WINTERGREEN LN

N COLUMBIA AV

N DUKE ST

TIMBERVIEW CT

MINOR ST

HUNTERS GROVE CT

MOUNTAIN MEADOW DR

WINTER WOOD CT

N AUBURN CI

HARVARD ST

BEECHGROV E CT

HONEYBROOK CT

MONROE AV

CANYONWOOD CT

MOUNTAIN TRAIL ST

TERRACERIDGE RD

DEE RING LN

COLLEGE HEIGHTS DR

CHERRY GROVE ST

HILLSIDE DR

SOUTHHAMPTON RD

BUBBLING BROOK ST

RAND ST

MC FADDEN AV

CORNETT AV

VIS LEVANA DR

CLEMSON ST

WEEP NI G WILLOW DR

SILVER CREEK ST

SUNNYGLEN DR

GABBERT RD

CONDOR DR
11472
11656
10683
10263
11286
10442
11697
10846
10663
10132
10755
10859
11266
11458
11372
10101
11824
10287
11566
11531
10779
11260
11614
10471
11717
11449
11181
11021
10928
10752
10885
10595
11737
10439
10295
10571
11248
10089
10591
10123
11795
11836
10361
11450
10286
10518
10795
10804
10852
11226
10543
10289
11658
11072
11845
10131
10042
10817
10383
10016
11451
11081
10130
11502
10448
10358
11105
11556
11234
10376
10824
11484
10477
11080
10515 11503
11091
10446
10028
10582
10108 11555 11774
10927
11056
10790
10293
10820
10283
11244
11201
11270
11137
10025
10522
10842
10099
10821
11222
10445 11804
10614
11307
10112
11229
10959
11028
10668
11487
11073
11509
11729
11261
10258
11812
10577
10086
11066
10597
10653
10580
10323
10832
11691
10833
11104
11731
10760
10125
11060
10284
11461
10838 10047
11004
10814
11087
10630
11089
10576 10706
10027
11723
11029
11663
11041
10133
11351
10450
11540
11500
11554
11518
10087
10998
10757
10158
10694
10114
11739
10360
11071
11498
10802
11012
11703
11456
11233
11569
10156
10367
10479
11225
11163
10476
10756
11310
11238
11616
10451
11579
11661
11786 11325
11255
11392
10715
11354
11706
10119
11069
11220
10332
11389
10268
11031
11288
11748
11253
11353
10721
10018
10774
10336
11712
10879
10586
10835
11230
11239
11490
11068
10553
11027
11725
11082
10608
10009
11099
10853
11313
10607
10841
11537
11829
11585
11084
10470
10600
10596
10209
10017
10823
10052
10290
11573
11337
11718
10280
10794
10792
10324
10331
11782
10977
11519
11100
11709
11634
11303
Legend
Rehab Activity
MicroSurface
Edge Mill + Thin Overlay (1.5 - 2.0)
EM/FWM + Moderate Overlay (2.0 - 3.0)
EM/FWM + Moderate Overlay (2.0 - 3.0) + Strctrl Ptch
FWM + Thick Overlay (> 2.0 - 3.0)
Rehab Year
2023
2024
2025
2026
2027
City Limits
GISID
N 0 0.25 0.5 1
Miles
IMS Infrastructure Management Services 2023 Moorpark, CA | Pavement Analysis 2023 by Rehab Year and Activity
5-Year Rehab Plan:
$800k Annual Budget
1234
Pavement Analysis
81 UV118
UV23
UV118
UV23
Arroyo Simi
Gabbert Canyon Channel
Arroyo Santa Rosa
Bard
Reservoir
Arroyo Simi
SP Railroad

REVELLO ST

WHEATON ST

CANDLEWOOD CT

SPRINGTIME LN

CORAL CREST CT

ATLANTIS CT

TORINO ST

LASSEN AV

NOGALES AV

EVEREST AV

GREENBUSH LN

SOSNA CT

MIRABELLA ST

LOYOLA PL

PENN ST

GROVEDALE LN

OAK GLEN CT

ROBERTS AV

ALANDIA CT

COLIBRI CT

HILBURN CT

MARQUETTE ST

COLLEGIATE CT

GRIFFITH LN

AUTUMNMEADOW CI

WOODHILL DR

BAYLOR CI

HEATHER CT

COURTNEY LN

FRESHMAN CT

E AMHERST ST

CLEARWOOD RD

BROOKHURST CT

ASHBOURNE LN

ADONIS PL

THIONNET PL

TROLLOPE CT

MILL VALLEY RD
3RD ST
AL

AL W OF BARD ST
2ND ST
1ST ST

AL E OF MOORPARK AV

FITCH AV

GENTLEWOOD DR

FLOWERCREEK DR

SOPHOMORE CT

DEEPWELL LN

BERAGAN ST

E DARTMOUTH CI

MANORVIEW CT

WARREN CI

PHEASANT RUN ST

HEATHERDALE CT

SANDYHOLLOW CT

ADLENA PL

VIRGINIA COLONY AV

ROBINWOOD LN

CANARIO CT

MAPLERIDGE CT

REEDLEY ST

JUAREZ AV

COUNTRYHILL RD

MCBETH CT

HARGROVE CT

E CEDARPINE LN

E LOYOLA ST

MAGNOLIA ST

LUCILLE CI

INGLEWOOD ST

TERRACEMEADOW CT

GISLER RD

E WESTWOOD ST

BODEGA PL

SHAKESPEARE PL

INGLEWOOD ST

PALOMAR AV

BITNER PL

HARRY ST

OVERLY ST

N MEADOW ST

COTTONTAIL RD

HIDDEN PINES CT

TIERRA REJADA RD

FAIRBROOK LN

ALDERGROVE ST

WILLIAMS RANCH RD

HARTFORD ST

LINVILLE CT

CHESTERFIELD DR

KNOTTY PINE ST

CAMDEN CT

MILLARD ST

MAHAN CT

BORGES CT

SAGEWOOD DR

PINE HOLLOW PL

STANFORD ST

HAVENCREST ST

ELMROCK AV

E MESA VERDE DR

LAURELVIEW DR

HEATHERWOOD HOLLOW AV

GRANDSEN CT

E QUAIL SUMMIT RD

HEATHERGLEN CT

N CEDARPINE LN

RIVER GROVE ST

QUEENS CT

E VISTAPARK DR

AMBERRIDGE CT

SHADYRIDGE DR

ROLLING KNOLL RD

CHARLES ST

N BENWOOD DR

N VISTAPARK DR

ALYSSAS CT

GRANADILLA DR

GRADUATE CI

COUNTRYMEADOW ST

MISTY HOLLOW CT

SEITZ CT

PINEDALE RD

ENDEAVOUR CT

HERTZ ST

HARVESTER ST

HATFIELD CT
AL

GRAND ISLE DR

WILLOW CREEK LN

CONEJO MESA ST

MELRAY ST

MILLER PY

DRACENA AV

UNIVERSITY DR

GOLONDRINA ST

STONEYGLEN CT

FORESTGLEN CT

CLAVELE CT

WALNUT CREEK RD

BUTTERFIELD LN

AMBERWICK LN

LANTERN LN

PEPPERDINE CI

BROOKDALE LN

N TULANE AV

CREIGHTON CI

AMBERMEADO W ST

KERNVALE AV

POINDEXTER AV

N MILLERTON RD

SOUTHHAMPTON RD

JULLIARD AV

ALDERBROOK ST

PEACH HILL RD

LUTHE R CI

FUJI ST

VASSAR CI

MEEHAM WY

SW IFT PL

WOODGLEN DR

TRAILCREST DR

CHALLENGER CT

ALUMNI WY

DISCOVERY CT

DEERMEADOW ST

LAURELHURST RD

SPRING CREEK CT

N AMHERST ST

CRESCENTMEADOW CT

CORNELL CI

ATWOOD CT

VIS DEL VALLE DR

POPPYGLEN CT

CAMPUS CANYON DR

CHRISTIAN BARRETT DR

SPRING RD

BONNIEVIEWST

DORIS CT

WALNUT ST

MAGNOLIA ST

BONSAI AV

CEDAR SPRINGS ST

ALDERGLEN ST

CRYSTAL RANCH RD

EVERETT ST

BARD ST

HONEYBEE ST

BLACKSMITH CT

CAMBRIDGE ST

BARD ST

ASHBROOK LN

BROOKGLEN ST

RAINS CT

BLAIRWOOD DR

RAINIER ST

BELLA VISTA DR

DONE VA RD

E RUTGER CI

SUNSETRIDGE RD

PENROSE AV

CHESTNUT RIDGE ST

E MILLERTON RD

TROJAN CT

NORTHDALE DR

MISTYGROVE ST

W HIGH ST

VINEWOOD LN

LASSEN AV

E PURDUE ST

WILLOW GROVE CT

FLOWERWOOD CT

N WESTWOOD ST

PAINTED SKY ST

WINTER AV

WESTPORT ST

TIMBERDALE RD

ELDERBERRY AV

SIR GEORGE CT

WESTDALE RD

DIABLO AV

BUTTER CREEK RD

IMBACH PL

SUMMER ST

DONNYBROOK LN

LETA YANCY RD

N ISLE ROYALE ST

MILNE CI
AL N OF 3RD ST
AL N OF 2ND ST

HIGH ST

CLIFFROSE AV

CAMPUS PARK DR

RANGEWOOD CT

TECH CI

COUNTRYWOOD DR

BORGES DR

HARTE LN

HEDYLAND CT

WILLOW SPRING DR

AUTUMNGLEN CT

N BERKELEY CI

LAUREL GLEN DR

FLINN AV

TALMADGE RD

PECAN AV

SUMMERGLEN CT

APPLEGLEN CT

ELK RUN LP

OAKCLIFF DR

MAPLECREST ST

S LAURELHURST RD

YALE AV

RIVERGLEN ST

HUNTER CREST CT

AVEDON RD

HONEYGLEN CT

LONDON GROVE CT

LITTLE HOLLOW AV

MARYMOUNT ST

WILDW E S T CI

PRINCETON AV

WINTERGREEN LN

BENDING OAK CT

SKYGLEN CT

CEDARGLEN CT

MERIDIAN HILLS DR

SLEEPY WIND ST

VIEW MESA ST

N CLOVERDALE ST

LASSEN AV

BAMBI CT

UNIDOS AV

N COLUMBIA AV

JAMES WEAK AV

VILLA CAMPESINA AV

N DUKE ST

TIMBERVIEW CT

LUCILLE CT

VALLEY RD

MOONSONG CT

KEISHA DR

S MOORPARK AV

HOLLYGLEN CT

MINOR ST

MALLORY CT

NIGHTINGALE ST

N ASHTREE ST

TIMBERRIDGE RD

GUNSMOKE RD

LAFAYETTE CT

RIDGECREST DR

HUNTERS GROVE CT

MOUNTAIN MEADOW DR

CHAPMAN PL

LAFAYETTE ST

E CLOVERDALE ST

WILLOWOOD CT

CORALBERRY CT

WILDFLOWER CT

KAZUKO CT

WINTER WOOD CT

N AUBURN CI

E BENWOOD DR

THOMASVILLE CT

ROSECREEK DR

HARVARD ST

BLOSSOMWOOD CT

QUAILWOOD ST

BROADVIEW DR

CLEARCREEK CT

BENTCREEK RD

WESTMONT DR

SIERRA AV BEECHGROV E CT

HONEYBROOK CT

COLLEGE VIEW AV

BERRYBROOK CT

GOLDMAN AV

MONROE AV

CANYONWOOD CT

BRAUN CT

HILLSIDE DR

SHASTA AV

ARBOR HILL ST

MOUNTAIN TRAIL ST

WICKS RD

STERLINGVIEW DR

TERRACERIDGE RD

ARROYO DR

MAJESTIC CT

CHAMPIONSHIP DR

DEE RING LN

COLLEGE HEIGHTS DR

CHERRY GROVE ST

COLLINS DR BEAR VALLEY RD

KINGSVIEW RD

CASEY RD

SPRING CREEK RD

BUBBLING BROOK ST

WHITNEY AV

RAND ST

MC FADDEN AV

CORNETT AV

RANSOM RD

VIS LEVANA DR

FLORY AV

LOYOLA ST

BONITA HEIGHTS ST

HASTINGS ST

SPRING RD

RUTH AV

PARK LN

SARAH AV

DOROTHY AV

SHADY POINT DR

PARK CREST LN

SUSAN AV

ROBERTS AV

CAMPUS PARK DR

ESTHER AV

SHERMAN AV

CLEMSON ST

AVE COLONIA

MAUREEN LN

WEEP NI G WILLOW DR

WILLOW FOREST DR

PEPPER MILL ST

SILVER CREEK ST

SUNNYGLEN DR

N COMMERCE AV

WILLOW HILL DR

GABBERT RD

SILVERCREST ST

SCIENCE DR

PEACH HILL RD

CONDOR DR
10091
10469
11097
11219
11472
10686
10285
10493
11058
11771
10751
10229
10592
10559
11656
10683
11770
10263
11286
11364
10442
11697
10719
11360
10846
11778
11039
10663
10132
11138
11013
11860
10044
11321
10755
11136
11520
10307
11493
10859
10070
10758
11266
11442
11458
11372
11335
11575
10101
11797
11824
10287
11566
11889
11531
11276
10126
10779
10708
11881
11260
11281
11061
11614
10314
10471
10492
10348
10602
11717
11792
11775
10803
11710
11449
10771
10384
11181
11021
11515
10928
10035
10752
10743
11123
11803
10595
10164
11453
11223
11737
11437
10534
11232
10439
11245
10063
11736
10364
10699
10571
10535
10666
10772
11086
11248
10089
10124
10960
11551
10591
10123
11547
11441
10269
11795
10994
10702
11836
10361
10277
11450
11773
10286
10518
11719
10795
10698
10765
10804
10438
10260
10852
10786
10505
10288
11226
10978
11572 10997
10555
10543
10289
11527
10689
10528
11199
11658
10975
11813
11457
11883
10972
11142
10970
11584
11845
11274
11785 10131
10777
11522
10383
10016
11451
11081
10796
10532
10245
10130
11502
11510
11200
10979
10448
11301
11300
10358
10080
11844
10088
11139
10127
10128
11105
11732
10712
11556
10246
10059
10107
11806
11015
10778
10252
10938
11744
10449
11846
11007
10409
10531
10713
11059
11234
11312
10376
11761
10547
10925
10964
10345
10482
11517
10071
11370
10097
10824
11484
10784
10048
10739
10990
10748
10275
10477
10573
11268
10271
10798
11794
11080
11859
10989
10241
11570
11801
10809
10704
10627
11800
10966 11320
10509
11323
11290
10242
11738
11076
11503
10084
10745
10515
11014
11674
11016
11053
10904
10072
11293
10081
10497
11742
10703
11091
10446
11765
10028
10339
10740
10582
10095
11764
10495
11050
11030
10727
10110 10108 11555
10812
10797
11258
10074
11774
11017
11257
11055
11488
10193
11807
10483
11694
10730
10927
11526
11316
11264
11671
10266
11216
10050
10437
11056
10790
10064
10317
10858
10974
10988
11065
10710
10293
10820
10513
11275
11688
10283
11009
10767
11244
10357
11201
11270
10170
11137
10270
10999
10025
10695
11784
11740
11277
10249
10522
10842
10670
11103
10616
10099
11438
10987
11486
10041
10301
10093
10083
10496
10785
10395
11543
10821
11222
11256
10489
11508
10517
10588
10445
10320
11804
10614
10342
11497 11051
11307
10112
11242
11229
10352
11471
10742
10959
11606
11028
11687
10668
10116
10013
10325
11487
11802
10788
11073
10037
10129
11509
11481
11525
11755
10526
11729
11261
10258
11331
10308
10121
11812
11805
10577
11489
10321
11296
10806
11002
10264
10086
11208
11035
11292
11427
10075
10344
10051
11066
10574
10726
10753
10597
11079
11322
10346
10004
10653
11659
10580
10323
11567
10832
11327
1154
11 2
218
10328
11302
11506
11491
10711
10011
11691
11328
10077
10833
11104
10825
10022
11752
11731
10305
10791
10760
10773
11545
11832
10125
11060
10980
10152
10306
10284
11564
10408
11461
11111
10838 10047
10135
10313
11004
10516
11022
10905
11693
10814
11087
10630
11272
10394
11330
11089
10338
10576
10055
10006
11501
10094
10706
10787
10027
11723
11029
11692
11663
10015
11120
11359
10173
10831
11041
10720
10334
11431
11279
11480
11837
11106
10551
10963
10248
10133
10153
11791
10725
10869
11351
10192
10828
11309
11728
11539
10450
11507
11560
10014
10233
11540
11749
10731
11500
10021
10969
10800
10396
11554
10090
11518
10087
11249 10998
10757
10158
10109
10750
10347
10319
11698
10694
10165
10621
10114
10085
10310
11767
11197
10098
10475
10840
10631
11735
10878
10724
11884
10333
10581
10741
10769
11574
11231
11195
10815
10102
10667
11739
10330
11830
10069
10360
10053
11707
10801
11071
11334
11498
11751
11088
10802
11012
11703
11391
11746
11730
11456
11796
11831
10723
11734
10174
10669
10066
10982
10983
11213
11233
11246
11101
10749
11569
10156
10521
10367
10479
10839
10034
11485
10856
11689
11492
10502
11705
10259
11006
11225
10262
10045
11499
11523
11721
10186
11445
11163
11762
10377
11776
11880
10005
11684
10309
10735
10519
11733
11894
10738
10076
10476
10756
11310
11238
10375
11616
11757
10451
11579
10318
11661
11495
11439
11786
10845
11325
10100
11255
11758
11315
11392
11326
11067
10715
11354
11706
10119
11454
11069
11686
11220
11032
10332
11389
10585
10510
10976
10144
11496
11430
11176
11143
10368
11841
11287
10939
11700
10877
11289
10827
10096
11580
10268
11031
10965
10780
11288
11743
11748
11253
10512
10507
11119
11376
11611
10880
10444
10520
10926
11189
11878
10546
11353
10721
10018
11371
11299
11530
11317
11534
11000
10560
10774
10744
10544
10322
11902
10336
10062
11793
11712
10879
10775
11224
11513
11541
10586
11243
10060
10058
10426
10054
10951
10835
11230
11239
11745
10282
11490
11664
11877
10315
11516
10722
11068
11479
10265
10870
10697
11267
11763
10553
11459
11027
11295
10056
11725
11082
10608
11864
11252
10386
11291
10009
11099
11467
11747
10007
10105
11191
11214
10598
10354
10316
10067
10012
10874
10853
10872
11313
11799
11809
10607
11665
10986
10134
10841
10103
10431
10933
11237
10212
10718
10447
10049
11882
11594
10335
11537
11284
10593
11829
11724
10194
10549
11662
11585
10187
10548
10411
10967
11084
10385
10470
10729
11250
11198
10530
10504
10600
10684
11787
11533
11297
10596
10106
10209
10163
10057
10017
10823
11057
10052
10290
11202
11318
11573
11165
11648
11583
10971
10628
11122
10281
11074
10113
11565
11704
11511
10781
11005
11337
10876
11571
10140
11756
11718
11373
10205
10822
11075
11660
10537
10280
10329
11483
10696
11116
11283
11838
10857
10707
10882
10794
10906
10701
10247
11178
10629
10736
11414
10214
11815
10020
11164
10792
10599
11720
10324
10700
11897
10331
10033
10120
11190
10370
10717
11847
11782
10337
10977
11625
11695
11519
10917
11100
11192
10480
11709
11040
11634
11282
11789
11727
10378
10603
10501
10155
11538
10118
10847
11303
10525
11278
11363
11153
11811
Legend
Descriptive Pavement Condition
85 - 100 Excellent
70 - 85 Very Good
60 - 70 Good
50 - 60 Fair
40 - 50 Marginal
25 - 40 Poor
0 - 25 Very Poor
City Limits
GISID
N 0 0.25 0.5 1
Miles
IMS Infrastructure Management Services 2023 Moorpark, CA | Pavement Analysis 2023 by Segment
5-Year Post Rehab PCI:
$800k Annual Budget
1234
Pavement Analysis
82