HomeMy WebLinkAboutAGENDA REPORT 2023 1018 CCSA REG ITEM 09CCITY OF MOORPARK, CALIFORNIA
City Council Meeting
of October 18, 2023
ACTION APPROVED STAFF
RECOMMENDATION. (ROLL CALL VOTE:
UNANIMOUS)
BY A. Hurtado.
C. Consider Approval of a Pavement Management Program and a Five-Year
Pavement Rehabilitation Plan. Staff Recommendation: Review and consider for
approval the Pavement Management Program, dated April 2023, and direct staff
to implement the recommended Five-Year Pavement Rehabilitation Plan. (Staff:
Daniel Kim, City Engineer/Public Works Director)
Item: 9.C.
MOORPARK CITY COUNCIL
AGENDA REPORT
TO: Honorable City Council
FROM: Daniel Kim, City Engineer/Public Works Director
DATE: 10/18/2023 Regular Meeting
SUBJECT: Consider Approval of a Pavement Management Program and a Five-
Year Pavement Rehabilitation Plan
SUMMARY
The largest capital asset that the City owns, operates, and maintains is the public right-
of-way and is valued at $123,302,765. Of that valued amount, streets and roadway
infrastructure is $99,624,344. A Pavement Management Program 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. This objective analysis will provide an unbiased
recommendation to policymakers, and the general public, for the prioritization of future
street rehabilitation projects.
The attached Pavement Management Report, dated April 2023, is the first
comprehensive pavement analysis report prepared for the City in almost 30 years. Staff
is requesting the City Council review and consider for approval the attached Pavement
Management Program and direct staff to implement the recommended Five-Year
Pavement Rehabilitation Plan.
BACKGROUND
The public streets and roadway system is the largest capital asset the City owns,
operates, and maintains. The Annual Comprehensive Financial Report values the
City’s right-of-way capital asset at $123,302,765. This value does not include the City’s
$14 million capital investment into the reconstruction of Princeton Avenue, which is
currently in progress. A Pavement Management Program (PMP) is an asset
management tool that cities and municipalities use to analyze and evaluate the existing
Item: 9.C.
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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.
On November 3, 2021, the City Council awarded a Professional Service Agreement to
IMS Infrastructure Management Services, LLC (IMS) to prepare a Pavement
Management Program with the following key objectives:
• Evaluate, inventory, and determine a Pavement Condition Index for all City
streets.
• Identify feasible pavement rehabilitation alternatives to maintain a certain
Pavement Condition Index, systemwide.
• Prepare a pavement rehabilitation and preservation plan based on annual street
maintenance budgets.
These key objectives in a Pavement Management Program will identify the highest
return on capital investments by combining current pavement condition data with future
funding allocations for pavement rehabilitation. This will provide staff with unbiased
pavement analyses and objective findings to prioritize pavement rehabilitation projects,
forecast future street conditions, and analyze economic return on investment for both
short and long-term budget scenarios.
DISCUSSION
The attached Pavement Management Report, dated April 2023, is the first
comprehensive pavement analysis report prepared for the City in almost 30 years. This
report was presented to the Transportation & Public Works Standing Committee
Meeting for discussion and input regarding its findings and recommendations.
With the latest, state-of-the-art equipment and technology, IMS 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 are used to categorize the structural
integrity and roadway surface conditions for specific street sections. Table1, page 2, of
the Report categorizes the PCI by ranges to describe current street conditions.
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As of March 2022, when the street analysis was performed, the average PCI for the City
is 68 and in “Good” condition. An average target is a rating of 72 which is an average
rating of “Very Good” conditions. Although cities strive to achieve a PCI rating of 72
throughout their jurisdictions, many fail to achieve such a rating given the limited dollars
designated to cities from gas taxes and Transit Development Act funds, which are the
primary sources of maintenance for streets and roads. Figure 2, page 3, of the Report
provides a breakdown, by percentage, of pavement conditions throughout the city.
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The Report provides an in-depth analysis of how 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, citywide average PCI with a defined budget dedicated to pavement
preservation.
Section 4.3, Network Budget Analysis Models on 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 projected revenue is approximately $900,000. Figure 16
below illustrates the projected PCI over a five-year period with different budget
scenarios. The term “backlog” refers to pavement conditions that are categorized as
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“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 these road segments.
For streets that are in the “poor” to “very poor” condition, pavement reconstruction is the
recommended treatment.
Budget Scenarios Explained:
• $800,000/year (“Moorpark Budget”): 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: (“Recommended Budget”) PCI increases to 69, backlog
increase from 3% to 10%
• $1,560,000/year: (“Target PCI”) raise theoretical target PCI to 72, backlog
increases from 3% to 9%
• $5,600,000/year: (“Fix All Budget”) maintains backlog condition at 3%, PCI
increases to 81
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The five-year model provides staff 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. How much of a decrease will depend on
many factors including: existing pavement condition of a particular road segment,
weather, the number of average daily trips on a particular segment, and more.
Five-Year Pavement Rehabilitation Plan
Appendix B (page 63) provides a recommended, segmented pavement preservation
plan for the next five years based on an $800,000 annual budget. The street inventory
list in Appendix B details the current segment PCI and a projected five-year post-
rehabilitation PCI. The Five-Year Pavement Rehabilitation Plan will be based on the
street inventory segments listed in Appendix B and the recommended rehabilitation
method, i.e. microsurfacing, slurry seal, grind and overlay, etc. Appendix C (Full-Size
Maps), 5-Year Rehabilitation Plan Exhibit (page 76) maps the street inventory segments
listed in Appendix B.
Staff will prioritize future pavement rehabilitation projects to reflect the findings and
recommendations in the Pavement Management Program and the recommended Five-
Year Pavement Rehabilitation Plan. For each project year, staff will prepare Plans and
Specifications for pavement rehabilitation for City Council’s consideration and approval
for construction. It is staff’s intention to update the Pavement Management Program
every five to seven years to reevaluate pavement conditions, re-inventory streets that
benefited from pavement preservation treatments, and to establish a reliable
maintenance and performance inventory of city streets based on actual investment
costs.
Staff is requesting that the City Council review and consider for approval the attached
Pavement Management Program, dated April 2023, and direct staff to implement the
recommended Five-Year Pavement Rehabilitation Plan.
ENVIRONMENTAL DETERMINATION
This action is exempt from the California Environmental Quality Act (CEQA) as it does
not constitute a project, as defined by Section 15378 of the State CEQA Guidelines.
Therefore, no environmental review is required.
The recommendations in the Pavement Management Program may create a future
project(s), which may require an environmental determination. For such cases, staff will
consult with the Community Development Director and return to the City Council for
project specific environmental determinations.
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FISCAL IMPACT
None.
COUNCIL GOAL COMPLIANCE
This action is consistent with City Council Strategy Goal 3, Objective 12 (3.12):
“Excellent City Governance; Citywide Pavement Management Program.”
STAFF RECOMMENDATION
Review and consider for approval the Pavement Management Program, dated April
2023, and direct staff to implement the recommended Five-Year Pavement
Rehabilitation Plan.
Attachment: Pavement Management Report, April 2023
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City Limits
IMS Infrastructure Management Services 2022 Moorpark, CA | Project Review by Segment 2022
Project Reviewby Segment
0 0.25 0.5 0.75 10.125 Miles
Centerline Mileage: 85 miSurvey Mileage: 93 mi
Moorpark, CA
Pavement Management
Report
April 2023
ATTACHMENT
179
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
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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
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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)
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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]
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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)
Pe
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t
a
g
e
o
f
N
e
t
w
o
r
k
B
y
A
r
e
a
Current Pavement Condition Using Descriptive Terms
Current Network Average Condition = 68, Backlog = 3%
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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
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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 LifeTarget Zone for
Pavement Preservation
Pa
v
e
m
e
n
t
C
o
n
d
i
t
i
o
n
Pavement Age (Years)
Target Zone for
Pavement Overlays
Target Zone for Pavement
Rehabilitation & Reconstruction
10 20 30
90
65
45
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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
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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.
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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
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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
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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.
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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.
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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,
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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
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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
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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.
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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
Ne
t
w
o
r
k
Pr
i
m
a
r
y
Se
c
o
n
d
a
r
y
Lo
c
a
l
Al
l
e
y
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
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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.
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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.
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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.
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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.
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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.
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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.
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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.
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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)
Pe
r
c
e
n
t
a
g
e
o
f
N
e
t
w
o
r
k
B
y
A
r
e
a
Current Pavement Condition Using Descriptive Terms
Current Network Average Condition = 68, Backlog = 3%
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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)
Pe
r
c
e
n
t
a
g
e
o
f
N
e
t
w
o
r
k
B
y
A
r
e
a
Pavement Condition Using Descriptive Terms
Primary, PCI = 78
Secondary, PCI = 65
Local, PCI = 68
Alley, PCI = 49
Ne
t
w
o
r
k
Pr
i
m
a
r
y
Se
c
o
n
d
a
r
y
Lo
c
a
l
Al
l
e
y
Network Length (mi): 84.3 8.1 3.1 72.3 0.8
Current Pavement Condition 68 76 64 67 48
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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%.
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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 cost-
effective 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.
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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
Pa
v
e
t
y
p
e
Re
h
a
b
C
o
d
e
Rehab Activity Mi
n
P
C
I
Cr
i
t
i
c
a
l
P
C
I
(
N
e
e
d
Y
e
a
r
)
Ma
x
P
C
I
Ba
s
e
U
n
i
t
R
a
t
e
(
$
/
y
d
2
)
Pr
i
m
a
r
y
U
n
i
t
R
a
t
e
(
$
/
y
d
2
)
Se
c
o
n
d
a
r
y
U
n
i
t
R
a
t
e
(
$
/
y
d
2
)
Lo
c
a
l
U
n
i
t
R
a
t
e
(
$
/
y
d
2
)
Al
l
e
y
U
n
i
t
R
a
t
e
(
$
/
y
d
2
)
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
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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.
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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
Po
s
t
R
e
h
a
b
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A
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a
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e
C
o
n
d
i
t
i
o
n
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
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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
Po
s
t
R
e
h
a
b
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P
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t
a
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B
a
c
k
l
o
g
%
(
P
C
I
<
4
0
)
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
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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
Ne
t
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A
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i
t
i
o
n
I
n
d
e
x
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
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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)
Pe
r
c
e
n
t
a
g
e
o
f
N
e
t
w
o
r
k
B
y
A
r
e
a
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
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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.
215
Appendix A
Street Inventory and Condition Summary
216
City of Moorpark, CA
Street Inventory and Condition Summary - Sorted by Street Name Condition Summary
GI
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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Street Inventory and Condition Summary - Sorted by Street Name Condition Summary
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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
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City of Moorpark, CA
Street Inventory and Condition Summary - Sorted by Street Name Condition Summary
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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
229
City of Moorpark, CA
Street Inventory and Condition Summary - Sorted by Street Name Condition Summary
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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
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City of Moorpark, CA
Street Inventory and Condition Summary - Sorted by Street Name Condition Summary
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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
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City of Moorpark, CA
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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
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City of Moorpark, CA
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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
233
City of Moorpark, CA
Street Inventory and Condition Summary - Sorted by Street Name Condition Summary
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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
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City of Moorpark, CA
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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
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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
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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
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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
238
City of Moorpark, CA
Street Inventory and Condition Summary - Sorted by Street Name Condition Summary
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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
239
City of Moorpark, CA
Street Inventory and Condition Summary - Sorted by Street Name Condition Summary
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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
240
Appendix B
$800k/Yr Rehabilitation Plan by Segment
241
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
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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 8242
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
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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 8243
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
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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 8244
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
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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 8245
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
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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 8246
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
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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 8247
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
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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 8248
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
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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 8249
Appendix C
Full-Size Maps
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1 0 4 4 4
10520
10926
11189
118
7
8
10
5
4
6
11
3
5
3
1
0
7
2
1
10018
11371
11299
11
5
3
0
1
1
3
1
7
11534
11
0
0
0
1
0
5
60
1077
4
10
7
4
4
10
5
4
4
10322
1 1 9 0 2
10336
10
0
6
2
11
7
9
3
11712
1087
9
1
0
7
7
5
11224
11513
11541
10
5
8
6
11243
10060
10058
10426
10
0
5
4
10
9
5
1
1
0
8
3
5
11
2
3
0
11
2
3
9
11745
10282
11490
11664
11877
10315
11516
10
7
2
2
11068
1 1 4 7 9
10265
10
8
7
0
10
6
9
7
11267
11763
10553
11
4
5
9
11027
11295
10
0
5
6
117
2
5
11
0
8
2
10608
11
8
6
4
11252
10386
11
2
9
1
10009
110
9
9
1
1
4
6
7
11747
10007
10105
1
1
1
9
1
11214
10598
10354
10316
10
0
6
7
10
0
1
2
108 7 4
1
0
8
5
3
10872
11313
11799
11809
10607
11665
109
8
6
10134
10841
10103
10
4
3
1
10933
11237
10212
10718
1
0
4
4
7
10
0
4
9
11882
11594
1 0335
11537
11284
10593
11829
11
7
2
4
1
0
1
9
4
1
0
54
9
1
1
6
6
2
1158
5
10187
10548
10411
10967
11084
1 0 3 8 5
10470
10729
11
2
5
0
11198
10530
10504
1
0
6
0
0
1
0
6
8
4
11787
11
5
3
3
11297
10 59 6
10106
10209
10163
10
0
5
7
1001
7
10
8
2
3
11057
10
2
9
0
10
0
5
2
1 1 2 0 2
11318
11573
11165
11648
11583
10971
10628
11
1
2
2
102
8
1
11074
10113
11565
11
7
04
1
1
5
1
1
10781
11005
1
1
3
3
7
10
8
7
6
11571
10140
11756
11
7
1
8
11373
10205
10
8
2
2
11075
11
6
6
0
105
3
7
1
0
2
8
0
10329
11483
10696
11
1
1
6
11283
11
8
3
8
10857
10
7
0
7
10882
107
9
4
10906
10
7
0
1
10247
11178
106
2
9
10
7
3
6
11414
10214
11 8 1 5
10020
1 1 1 6 4
10792
1 0 59 9
11720
10
3
2
4
10700
118
9
7
10331
10033
10
1
2
0
11190
10370
10
7
1
7
11847
11782
10337
10977
11625
11695
11519
109
1
7
1110
0
11192
10480
1170
9
11
0
4
0
11
6
3
4
11
2
8
2
11789
1
1
7
2
7
10378
10603
10
5
0
1
1
0
1
5
5
11
5
3
8
1
0
1
1
8
10847
1130
3
1 0 5 2 5
11
2
7
8
1 1 3 6 3
11153
11
8
1
1
Legend
Functional Classification
Primary
Secondary
Local
Alley
City Limits
GISIDN00.5 10.25 Miles
IMS Infrastructure Management Services 2023 Moorpark, CA | Pavement Analysis 2023
1234
Pavement AnalysisFunctional Classificationby Segment
251
UV118
UV23
UV118
UV23
A rroyo S im i
GabbertCanyonChan
n
e
l
Arroyo Santa Rosa
BardReservoir
Arroyo Simi
SP Railroad
R
E
V
E
L
L
O
S
T
WHE
A
T
O
N
S
T
C A N D L E W O O D C T
SPRI
N
G
T
I
M
E
L
N
C
O
R
A
L
C
R
E
S
T
C
T
AT
L
A
N
T
I
S
C
T
TORINOST
LASSEN AV
NO
G
A
L
E
S
A
V
EVEREST AV
GREENBUSH LN
SOSNA
C
T
M
IRA
BE
LLA
S
T
LO
Y
O
L
A
P
L
PE
N
N
S
T
G
R
O
V
E
D
A
L
E
L
N
OA
K
G
L
E
N
C
T
ROBERTS AV
AL
A
N
D
I
A
C
T
CO
L
I
B
R
I
C
T
HILBURN
C
T
MARQUETTEST
COLLEGIATE CT
G
R
I
F
F
I
T
H
L
N
AUTUM
N
M
E
A
D
O
W
C
I
WOOD
H
I
L
L
D
R
BAYLOR CI
HE
A
T
H
E
R
C
T
COURTNEY LN
FRE
S
H
M
A
N
C
T
E AMHERSTST
C
L
E
A
R
W
O
O
D
R
D
BR
O
O
K
H
U
R
S
T
C
T
A
S
H
B
O
U
R
N
E
L
N
AD
O
N
I
S
P
L
THI
O
N
N
E
T
P
L
TR
O
L
L
O
P
E
C
T
M
I
L
L
V
A
L
L
E
Y
R
D
3RD ST
AL
AL
W
O
F
B
A
R
D
S
T
2ND ST
1ST ST
AL
E
O
F
M
O
O
R
P
A
R
K
A
V
FITCH AV
G E N T L E W O O D D R
FLO
W
E
R
C
R
E
E
K
D
R
SOP
H
O
M
O
R
E
C
T
D
E
E
P
W
E
L
L
L
N
BE
R
A
G
A
N
S
T
E DARTMOU
T
H
C
I
M
A
N
O
R
V
I
E
W
C
T
W
A
R
R
E
N
CI
PH
E
A
S
A
N
T
R
U
N
S
T
H
E
A
T
H
E
R
D
A
L
E
C
T
SA
N
D
Y
H
O
L
L
O
W
C
T
ADLENA
P
L
VIR
G
I
N
I
A
C
O
L
O
N
Y
A
V
RO
B
I
N
W
O
O
D
L
N
CA
N
A
R
I
O
C
T
MAPLERIDGE CT
R E E D L E Y S T
JU
A
R
E
Z
A
V
C
O
U
N
T
R
Y
H
I
L
L
R
D
MCBETH CT
HA
R
G
R
O
V
E
CT
E
CEDARPINE L N
E LO
Y
O
L
A
S
T
MA
G
N
O
L
I
A
S
T
LUCILL
E
C
I
INGLEWOOD ST
TER
R
A
C
E
M
E
A
D
O
W
C
T
GI
S
L
E
R
R
D
E
W
E
S
T
W
O
O
D
S
T
BODEGA PL
SH
A
K
E
S
P
E
A
R
E
P
L
INGLEWOOD ST
PALOMAR AV
BITN
E
R
P
L
HA
R
R
Y
S
T
OV
E
R
L
Y
S
T
N
M
E
A
D
O
W
S
T
COTTONTAIL RD
HID
D
E
N
P
I
N
E
S
C
T
TIER
R
A
R
E
J
A
D
A
R
D
FA
I
R
B
R
O
O
K
L
N
ALDERGROVEST
WILLIAMS RANCH RD
HARTFORD ST
LI
N
V
I
L
L
E
C
T
CHESTERFIELD DR
KNOTTY PINE ST
C A M DEN CT
MILLARD
ST
M
A
H
A
N
C
T
BO
R
G
E
S
C
T
S A G E W O O D D R
PINEHOLL O W P L
STANFORD ST
H A V E N C R E S T S T
ELMROCK AV
E MESA VERDE DR
L A U R E L V I E W D R
HE
A
T
H
E
R
W
O
O
D
H
O
L
L
O
W
A
V
GR
A
N
D
S
E
N
C
T
E QUAIL SUMMIT RD
HE
A
T
H
E
R
G
L
E
N
C
T
NCEDARPINE
LN
RIVERGROVEST
QU
E
E
N
S
C
T
E VISTAPARK DR
AMB
E
R
R
I
D
G
E
C
T
S HA DY RIDGE DR
RO
L
L
I
N
G
K
N
O
L
L
R
D
CHARLES ST
N
B
E
N
W
O
O
D
D
R
N
V
I
S
T
A
P
A
R
K
D
R
ALYSSAS CT
GR ANADILLA DR
GRA
D
U
A
T
E
C
I
C
O
U
N
T
R
Y
M
E
ADOW
ST
MIS
T
Y
H
O
L
L
O
W
C
T
SEITZ
C
T
P
I
N
E
D
A
L
E
R
D
E
N
D
E
A
V
O
U
R
C
T
HERTZ ST
HARVESTER ST
HA
T
F
I
E
L
D
C
T
AL
GRAND ISLE DR
W
I
L
L
O
W
C
R
E
E
K
L
N
CO
N
E
J
O
M
E
S
A
S
T
ME
L
R
A
Y
S
T
MILLER
PY
DRACENA AV
U
N
I
V
E
R
S
ITY
DR
G O LONDRINA ST
FO
R
E
S
T
G
L
E
N
C
T
ST
O
N
E
Y
G
L
E
N
C
T
CL
A
V
E
L
E
C
T
WALNUTCREEK RD
BU
T
T
E
R
F
I
E
L
D
L
N
AM
B
E
R
W
I
C
K
L
N
LA
N
T
E
R
N
L
N
PE
P
P
E
R
D
I
N
E
C
I
BR
O
O
K
D
A
L
E
L
N
N
T
U
L
A
N
E
A
V
CRE
IGHTON
CI
A M B E R M E A D O WST
KERNVALE AV
POINDEXTER AV
NMILLERTON
RD
S
O
U
T
H
H
A
M
P
T
O
N
R
D
JU
L
LIA
R
D
A
V
ALDERB
R
O
O
K
S
T
PE
A
C
H
H
I
L
L
R
D
LUTHER
C
I
F U JI ST
VA
S
S
A
R
C
I
MEEH
A
M
W
Y
S
WIFT P L
WO
O
D
G
L
E
N
D
R
TRAILCREST D R
CHALLENGER CT
AL
U
M
N
I
W
Y
DISCOVERY CT
DEERMEADOW ST
LAURELHURST R
D
SPRING
C
R
E
E
K
C
T
N
AMHERSTST
CRES
C
E
N
T
M
E
A
D
O
W
C
T
CO
R
N
E
L
L
C
I
AT
W
O
O
D
CT
VIS
D
E
L
V
A
L
L
E
D
R
POPPYGLEN CT
CAMPUSCANYON DR
CH RISTIAN BARRETT DR
S
P
R
I
N
G
R
D
BONNIE
V
I
E
WST
DORISCT
WA
L
N
U
T
S
T
MA
G
N
O
L
I
A
S
T
B
ONS
AI
AV
CE
D
A
R
S
P
R
I
N
G
S
S
T
A
LDERGLEN ST
CRYSTAL RANCH RD
EVERETT ST
BA
R
D
S
T
HONEYBEE ST
BLACKSM
I
T
H
C
T
C A M B R I D G E ST
BA
R
D
S
T
A S H B R O O K LN
BRO O K G L E N ST
RAI
N
S
C
T
B
LAIRW
OOD
DR
RAINIER
S
T
BELLA
VISTA
DR
D
O
N
E
VARD
E R U T G E R CI
S U NS ETRID G E R D
PE
N
R
O
S
E
A
V
C H E S T N U T R I D G E S T
E MILLERT
O
N
R
D
T
R
O
J
A
N
C
T
N O R T H D A L E D R
MI
S
T
Y
G
R
O
V
E
S
T
W HIGH ST
VINE
W
O
O
D
L
N
LASS E N A V
E PU
R
D
U
E
S
T
W I L L O W GROVECT
FLOWERWOOD CT
N
W
E
S
T
W
O
O
D
S
T
PAINTED
SKY
S
T
WINTERAV
W ESTPORT ST
T
I
M
B
E
R
D
A
L
E
R
D
EL
D
E
R
B
E
R
R
Y
A
V
SI
R
G
E
O
R
G
E
C
T
W
E
S
T
D
A
L
E
R
D
DIABLO AV
BUTTER
CREEK
RD
IMBACH P L
SUMMER ST
D O N N Y B R O O K L N
LE
T
A
Y
A
N
C
Y
R
D
N
ISLE
ROYALE
ST
MIL
N
E
C
I
AL N OF 3RD ST
AL N OF 2ND ST
HIGH ST
CL
I
F
F
R
O
S
E
A
V
CAMPUS PARK DR
RAN
G
E
W
O
O
D
C
T
TE
C
H
C
I
C O U N T R Y W O O D D R
BOR
G
E
S
D
R
HARTELN
H
E
D
Y
L
A
N
D
C
T
WILLOW SPRING DR
AU
T
U
M
N
G
L
E
N
C
T
N
BERKELEYCI
LA
U
R
E
L
G
L
E
N
D
R
FLINN AV
TA
L
M
A
D
G
E
R
D
PE
C
A
N
A
V
S
U
M
M
E
R
G
L
E
N
C
T
A
P
P
L
E
G
L
E
N
C
T
ELKRUNLP
O
A
K
C
L
I
F
F
D
R
M A P LECREST ST
S
L
A
U
R
E
L
H
U
R
S
T
R
D
YALEAV
RIVERGLE
N
S
T
HUN
T
E
R
C
R
E
S
T
C
T
AV
E
D
O
N
R
D
H
O
N
E
Y
G
L
E
N
CT
LONDONGROVECT
LIT
T
L
E
H
O
L
L
O
W
A
V
M A R Y M O U N T S T
W
IL
D
W
EST C I
PRINCETON AV
W I N T E R G REENLN
BEN
D
I
N
G
O
A
K
C
T
SK
Y
G
L
E
N
C
T
C
E
D
A
R
G
L
E
N
C
T
M E RIDIAN HILLS DR
SLE EPY W IND ST
VIEW MESA ST
N C
L
O
V
E
R
D
A
L
E
S
T
LASSEN AV
BAMBI CT
UNIDOS AV
NCOLUMBIAAV
JAMES WEAK AV
VILLA CAMPESINA AV
N
D
U
K
E
S
T
TI
M
B
E
R
V
I
E
W
CT
LUCILLECT
VAL
L
E
Y
R
D
MOONSONG CT
K E ISHA DR
S
M
O
O
R
P
A
R
K
A
V
H O L L Y GLENCT
MINOR
ST
MA
L
L
O
R
Y
C
T
NIGHTINGALE ST
N
ASHTREE
ST
TI
M
B
E
R
R
I
D
G
E
R
D
GUNSMOKE RD
L
A
F
A
Y
E
T
T
E
C
T
RIDG
E
C
R
E
S
T
D
R
HU
N
T
E
R
S
G
R
O
V
E
C
T
MOUNTAIN MEA
D
O
W
D
R
C
H
A
P
MAN
PL
LAFAYETTE
S
T
E CLOVERDA
L
E
S
T
WILLOWOOD CT
CORALBERRY CT
WILDFLOWER CT
KA
Z
U
K
O
C
T
W
I
N
T
E
R
W
O
O
D
C
T
N
A
U
B
U
R
N
C
I E BE NW OOD DR
THOMASVILL
E
C
T
R O S E C R E E K D R
HA
R
V
A
R
D
S
T
B L O S S O M W O O D C TQUAILWOODST
BROA
D
V
I
E
W
D
R
CLEARCREEK
CT
W E S TM O N T D RBE
N
T
C
R
E
E
K
R
D
SI
E
R
R
A
A
V
BEECHGROVE CT
HONEYBRO O K C T
CO
L
L
E
G
E
V
I
E
W
A
V
BERRYBROOK CT
GO
L
D
M
A
N
A
V
MONROE AV
CANYON
W
O
O
D
C
T
BRAUN
CT
H I L L S I D E D R
SH
A
S
T
A
A
V
ARBOR HILLST
MOUNTAI
N
T
R
A
I
L
S
T
WICKS
R
D
STERLINGVIE
W
D
R
TERRACERIDGE
RD
AR
R
O
Y
O
D
R
MAJESTIC CT
C H A M P I O N S H I P D R
DE E R I N G L N
C
O
L
L
E
G
E
H
EIG
H
TS
DR
CHERRY
GROVE
ST
COLLINS D R
BEAR VALLEY RD
KIN
G
S
V
I
E
W
R
D
CASEY RD
SPRING CREEK RD
BUBBLING B RO O K S T
WH
I
T
N
E
Y
A
V
RAND
ST
MC
F
A
D
D
E
N
A
V
CO
R
N
E
T
T
A
V
RANSOM RD
VIS LEVANA DR
FL
O
R
Y
A
V
LOYOLAST
BONITA HEIGHTS ST
H
A
S
TINGS
ST
SPRING
RD
RUTH AV
PA
R
K
L
N
SARAH AV
DOROTHY AV
SHADY POINT DR
PARK CREST LN
SUSAN AV
ROBERTS AV
CAMP
US
P
A
R
K
D
R
ESTHER AV
SHERMAN AV
CL
E
M
S
O
N
S
T
AVE COLON
I
A
MA
U
R
E
E
N
L
N
W
E
E
P
ING
WILLOW
DR
W I L L O W F O R E S T D R
P
EP
PER
MILL
ST
SILVER CREEK ST
SUNNYGLENDR
N
C
O
M
M
E
R
C
E
A
V
WILLOW H
I
L
L
D
R
GAB
B
E
R
T
R
D
SILVERCREST ST
SCIENCEDR
P
E
A
C
H
H
I
L
L
R
D
CONDORDR
1
0
0
9
1
10
4
6
9
1109
7
11
2
1
9
11472
1068
6
10285
10
4
9
3
1
1
0
5
8
11
7
7
1
107
5
1
10
2
2
9
1059
2
105
5
9
11656
1
0
6
8
3
11770
10
2
6
3
1128
6
113
6
4
10
4
4
2
11
6
9
7
10719
11360
10
8
4
6
11
7
7
8
11
0
3
9
10
6
6
3
101
3
2
11
1
3
8
11013
1186
0
10
0
4
4
11321
107
5
5
11
1
3
6
11
5
2
0
10307
11
4
9
3
1
0
8
5
9
10
0
7
0
10
7
5
8
11266
11442
114
5
8
1
1
3
7
2
113
3
5
11
5
7
5
10
1
0
1
1179
7
11
8
2
4
10287
1156
6
11889
11531
11276
10126
1
0
7
7
9
10708
11881
11260
1
1
2
8
1
11
0
6
1
11614
10
3
1
4
10
4
7
1
10492
10
3
4
8
1 0 6 0 2
11717
11792
10
8
0
3
11
7
7
5
11710
1144
9
10771
10
3
8
4
11
1
8
1
11
0
2
1
115
1
5
10928
10
0
3
5
10752
1
0
7
43
11
1
2
3
1
1
8
0
3
10595
10
1
6
4
11453
11223
11
7
3
7
1143
7
10
5
3
4
11232
1 04 39
11
2
4
5
10063
11736
10364
10
6
9
9
10571
10
5
3
5
10
6
6
6
1
0
7
7
2
11086
11248
100
8
9
10124
10
9
6
0
11
5
5
1
1
0
5
9
1
1012
3
11
5
4
7
1144
1
1026
9
11
7
9
5
10
9
9
4
10
7
0
2
11
8
3
6
1
0
3
6
1
102
7
7
11450
11773
10286
10
5
1
8
11
7
1
9
10795
10698
10765
10804
104
3
8
1
0
2
60
1085
2
10786
10505
10
2
8
8
11226
10978
11
5
7
2
10
9
9
7
10
5
5
5
10543
10289
11527
10
6
8
9
10
5
2
8
11
1
9
9
1
1
6
5
8
1097
5
11
8
1
3
11457
1188
3
10
9
7
2
11142
10
9
7
0
11
5
8
4
118
4
5
11274
11785
101
3
1
1 0 7 7 7
11522
10383
100 1 6
11451
110
8
1
10796
1
0
5
3
2
102
4
5
10130
11
5
0
2
11
5
1
0
11200
10
9
7
9
1
0
4
4
8
11
3
0
1
11
3
0
0
10358
10080
11
8
4
4
10088
1113
9
10
1
2
7
10128
11105
11
7
3
2
10
7
1
2
11
5
5
6
10
2
4
6
10
0
5
9
10
1
0
7
11
8
0
6
11
0
1
5
10778
10
2
5
2
10938
11744
1
0
4
4
9
11846
1
1
0
0
7
10
4
0
9
10531
10
7
1
3
11059
11 2 3 4
1
1
312
10
3
7
6
11
7
6
1
10
5
4
7
1
0
9
2
5
10964
10345
10482
11
5
1
7
10071
11
3
7
0
1
0
0
9
7
10824
11484
10784
10
0
4
8
10739
10990
1
0
7
4
8
10275
10477
10
5
7
3
11
2
6
8
10271 10
7
9
8
11794
11080
1185
9
10989
10241
11
5
7
0
1 1 801
10
8
0
9
1 0 7 0 4
10627
118
0
0
10
9
6
6
11
3
2
0
10509
11
3
2
3
11
2
9
0
10242
11738
110
7
6
11503
10084
10745
10515
11014
11674
11
0
1
6
11
0
5
3
10904
10072
11293
10081
10497
11742
10
7
0
3
1
1091
1 0 4 4 6
1176
5
10
0
2
8
10
3
3
9
10740
10582
10
0
9
5
11764
10
4
9
5
11
0
5
0
11030
10
7
2
7
101101010811555
10
8
1
2
10797
11258
10074
11774
11
0
1
7
11257
11055
1
1
4
8
8
10193
11807
10
4
8
3
11694
10
7
3
0
10927
11
5
2
6
11316
112
6
4
1
1
6
7
1
1026
6
11
2
1
6
10
0
5
0
10437
11
0
5
6
10790
10064
10317
10
8
5
8
10974
10
9
8
8
11065
10710
10293
1082
0
10513
11275
11688
1
0
2
8
3 11009
10
7
6
7
11244
103
5
7
1 1 2 01
112
7
0
10170
11
1
3
7
10
2
7
0
10
9
9
9
10025
10695
11
7
8
4
1 1 7 4 0
11277
10249
10
5
2
2
1
0
8
4
2
1
0
6
7
0
1110
3
1061
6
100
9
9
1
1
4
3
8
10987
11486
10041
10
3
0
1
1 0 0 93
10083
10496
10785
10395
11
5
4
3
10821
11222
11256
10489
1
1
5
0
8
10517
1058
8
10445
1032
0
1
1
8
0
4
106
1
4
10342
11
4
9
7
11
0
5
1
113
0
7
10112
11
2
4
2
11229
10352
11471
10742
109
5
9
11
6
0
6
110
2
8
11687
1066
8
10116
10013
10325
11487
11802
1
0
7
88
11
0
7
3
1
0
0
3
7
10129
11509
11481
11525
11755
10526
117
2
9
11261
10258
1133
1
10308
10121
11812
11
8
0
5
10
5
7
7
11
4
8
9
10
3
2
1
11296
10806
11002
1 0 2 6 4
10086
1
1
2
0
8
11035
112
9
2
1142
7
10075
10
3
4
4
10051
11066
1
0
5
7
4
107 2 6
10
7
5
3
105
9
7
11079
11
3
2
2
10346
10004
10
6
5
3
11659
10580
10323
11
5
6
7
10832
113
2
7
1
1
5
4
211218
10
3
2
8
11
3
0
2
11
5
0
6
11
4
9
1
10
7
1
1
10
0
1
1
11691
1132
8
10077
10833
1
1104
1
0825
1
0
0
2
2
11752
117 3 1
10
3
0
5
10791
10760
1 0 7 7 3
11
5
4
5
11832
10125
1
1
0
6
0
1098
0
101
5
2
10
3
0
6
10284
11
5
6
4
10
4
0
8
11461
1
1
1
1
1
10838
10047
1 01 35
10313
11004
10
5
1
6
11
0
2
2
10905
11
6
9
3
10814
110
8
7
1063
01127
2
10394
113
3
0
1 1 0 8 9
10
3
3
8
1 0576
10055
10
0
0
6
11501
10094
10706
1 0 7 8 7
100
2
7
1 1723
11029
11
6
9
2
1 1 6 6 3
10015
11
1
2
0
11
3
5
9
1017
3
10831
11
0
4
1
10720
1
0
3
3
4
1 1 4 3 1
11279
1
1
4
8
0
11
8
3
7
1
1
106
1 0 5 5 1
10
9
6
3
10
2
4
8
1 0 1 3 3
1015
3
11
7
9
1
10725
10869
11351
10192
10828
11309
11728
11539
1
0
4
5
0
11
5
0
7
1
1
5
6
0
1
0
0
14
10
2
3
3
11
5
4
0
11
7
4
9
10731
115
0
0
10021
10969
10800
1
0
3
9
6
11554
10090
1 1 5 1 8
10087
11
2
4
9
10
9
9
8
10757
10158
10109
107
5
0
10
3
4
7
103
1
9
116
9
8
10
6
9
4
10165
10621
1
0
1
1
4
10
0
8
5
10310
1 1 76 7
11
1
9
7
10098
10475
1 0 8 4 0
10631
11
7
3
5
1
0
8
7
8
1
0
7
2
4
1
1
8
8
4
1033
3
1 0 5 8 1
10741
10769
11574
1
1
2
3
1
11195
10
8
1
5
10102
106 67
11739
1
0
3
30
11830
10
0
6
9
10360
10053
11707
10
8
0
1
11071
11334
11498
1 1 7 5 1
11088
10802
1101
2
11
7
0
3
11391
11
7
4
6
11730
1
1
4
5
6
11796
11831
10
7
2
3
11
7
3
4
101
7
4
1
0
6
6
9
10
0
6
6
10982
10983
11
2
1
3
11233
11246
11101
10
7
4
9
1
1
5
6
9
1015
6
10
5
2
1
1
0
3
6
7
10479
108
3
9
10034
11
4
8
5
10856
1168
9
11492
10
5
0
2
1170
5
10259
11006
11225
10262
10045
11
4
9
9
11
5
2
3
11721
10186
1
1
4
4
5
11163
11
7
6
2
1
0
3
7
7
11
7
7
6
1 1 8 8 0
100
0
5
1168
4
10
3
0
9
10735
1
0
5
1
9
11733
11894
10738
100
7
6
10476
10756
11310
11
2
3
8
1037
5
11616
11
7
5
7
1
0
4
5
1
11579
1
0
3
1
8
1
1
6
6
1
1
1
4
9
5
11439
1
1
7
8
6
10845
1
1
3
25
1010
0
11255
117
5
8
11315
11392
11
3
2
6
1
1
0
6
7
10715
11354
11706
10119
1 1 4 5 4
110
6
9
116
8
6
11220
11032
1
0
3
3
2
11389
10585
10
5
1
0
10976
10144
11
4
9
6
11430
11176
11143
10368
1
1
8
4
1
11287
1093
9
1
1
7
00
10
8
7
7
11289
10827
10
0
9
6
11580
10268
110
3
1
10965
10780
11 28 8
11743
1
1
7
4
8
11
2
5
3
10512
105
0
7
11119
11376
11611
10
8
8
0
1 0 4 4 4
10520
10926
11189
118
7
8
10
5
4
6
11
3
5
3
1
0
7
2
1
10018
11371
11299
11
5
3
0
1
1
3
1
7
11534
11
0
0
0
1
0
5
60
1077
4
10
7
4
4
10
5
4
4
10322
1 1 9 0 2
10336
10
0
6
2
11
7
9
3
11712
1087
9
1
0
7
7
5
11224
11513
11541
10
5
8
6
11243
10060
10058
10426
10
0
5
4
10
9
5
1
1
0
8
3
5
11
2
3
0
11
2
3
9
11745
10282
11490
11664
11877
10315
11516
10
7
2
2
11068
1 1 4 7 9
10265
10
8
7
0
10
6
9
7
11267
11763
10553
11
4
5
9
11027
11295
10
0
5
6
117
2
5
11
0
8
2
10608
11
8
6
4
11252
10386
11
2
9
1
10009
110
9
9
1
1
4
6
7
11747
10007
10105
1
1
1
9
1
11214
10598
10354
10316
10
0
6
7
10
0
1
2
108 7 4
1
0
8
5
3
10872
11313
11799
11809
10607
11665
109
8
6
10134
10841
10103
10
4
3
1
10933
11237
10212
10718
1
0
4
4
7
10
0
4
9
11882
11594
1 0335
11537
11284
10593
11829
11
7
2
4
1
0
1
9
4
1
0
54
9
1
1
6
6
2
1158
5
10187
10548
10411
10967
11084
1 0 3 8 5
10470
10729
11
2
5
0
11198
10530
10504
1
0
6
0
0
1
0
6
8
4
11787
11
5
3
3
11297
10 59 6
10106
10209
10163
10
0
5
7
1001
7
10
8
2
3
11057
10
2
9
0
10
0
5
2
1 1 2 0 2
11318
11573
11165
11648
11583
10971
10628
11
1
2
2
102
8
1
11074
10113
11565
11
7
04
1
1
5
1
1
10781
11005
1
1
3
3
7
10
8
7
6
11571
10140
11756
11
7
1
8
11373
10205
10
8
2
2
11075
11
6
6
0
105
3
7
1
0
2
8
0
10329
11483
10696
11
1
1
6
11283
11
8
3
8
10857
10
7
0
7
10882
107
9
4
10906
10
7
0
1
10247
11178
106
2
9
10
7
3
6
11414
10214
11 8 1 5
10020
1 1 1 6 4
10792
1 0 59 9
11720
10
3
2
4
10700
118
9
7
10331
10033
10
1
2
0
11190
10370
10
7
1
7
11847
11782
10337
10977
11625
11695
11519
109
1
7
1110
0
11192
10480
1170
9
11
0
4
0
11
6
3
4
11
2
8
2
11789
1
1
7
2
7
10378
10603
10
5
0
1
1
0
1
5
5
11
5
3
8
1
0
1
1
8
10847
1130
3
1 0 5 2 5
11
2
7
8
1 1 3 6 3
11153
11
8
1
1
Legend
Descriptive Pavement Condition
85 - 100 Excellent
70 - 85 Very Good 60 - 70 Good
50 - 60 Fair
40 - 50 Marginal25 - 40 Poor
0 - 25 Very Poor
City Limits
GISIDN00.5 10.25 Miles
IMS Infrastructure Management Services 2023 Moorpark, CA | Pavement Analysis 2023
Pavement Condition Indexby Segment
1234
Pavement Analysis
252
UV118
UV23
UV118
UV23
A rroyo S im i
GabbertCanyonChan
n
e
l
Arroyo Santa Rosa
BardReservoir
Arroyo Simi
SP Railroad
R
E
V
E
L
L
O
S
T
C
L
O
V
E
R
D
A
L
E
S
T
TORINOST
C
A
M
P
U
S
C
A
N
Y
O
N
D
R
WHE
A
T
O
N
S
T
SPRI
N
G
T
I
M
E
L
N
E CLOVERDALE ST
UNIDOS AV
C
O
R
A
L
C
R
E
S
T
C
T
SHA
D
Y
K
N
O
L
L
C
T
LASSEN AV
NO
G
A
L
E
S
A
V
TIER
R
A
R
E
J
A
D
A
R
D
EVEREST AV
JU
A
R
E
Z
A
V
GI
S
L
E
R
R
D
GREENBUSH LN
LE
T
A
Y
A
N
C
Y
R
D
SOSNA
C
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2800
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8
0
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0
0
2000
33
6
0
3
4
0
0
1560
4080
Legend
City Limits
GISIDN00.5 10.25 Miles
IMS Infrastructure Management Services 2023 Moorpark, CA | Pavement Analysis 2023
Assembled Projectsby Project ID
1234
Pavement Analysis
253
UV118
UV23
UV118
UV23
A rroyo S im i
GabbertCanyonChan
n
e
l
Arroyo Santa Rosa
BardReservoir
Arroyo Simi
SP Railroad
R
E
V
E
L
L
O
S
T
SPRI
N
G
T
I
M
E
L
N
C
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A
L
C
R
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S
T
C
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TORINOST
GREENBUSH LN
M
IRA
BE
LLA
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PE
N
N
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2ND ST
PA
L
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C
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MARQUETTEST
COLLEGIATE CT
HE
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B
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1
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11
6
3
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1130
3
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
20242025
20262027
City Limits
GISIDN00.5 10.25 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
254
UV118
UV23
UV118
UV23
A rroyo S im i
GabbertCanyon
C
han
n
e
l
Arroyo Santa Rosa
BardReservoir
Arroyo Simi
SP Railroad
R
E
V
E
L
L
O
S
T
WHE
A
T
O
N
S
T
C A N D L E W O O D C T
SPRI
N
G
T
I
M
E
L
N
C
O
R
A
L
C
R
E
S
T
C
T
AT
L
A
N
T
I
S
C
T
TORINOST
LASSEN AV
NO
G
A
L
E
S
A
V
EVEREST AV
GREENBUSH LN
SOSNA
C
T
M
IRA
BE
LLA
S
T
LO
Y
O
L
A
P
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PE
N
N
S
T
G
R
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D
A
L
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L
N
OA
K
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L
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N
C
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ROBERTS AV
AL
A
N
D
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C
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CO
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C
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HILBURN
C
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MARQUETTEST
COLLEGIATE CT
G
R
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F
F
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L
N
AUTUM
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M
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3
8
1 0576
10055
10
0
0
6
11501
10094
10706
1 0 7 8 7
100
2
7
1 1723
11029
11
6
9
2
1 1 6 6 3
10015
11
1
2
0
11
3
5
9
1017
3
10831
11
0
4
1
10720
1
0
3
3
4
1 1 4 3 1
11279
1
1
4
8
0
11
8
3
7
1
1
106
1 0 5 5 1
10
9
6
3
10
2
4
8
1 0 1 3 3
1015
3
11
7
9
1
10725
10869
11351
10192
10828
11309
11728
11539
1
0
4
5
0
11
5
0
7
1
1
5
6
0
1
0
0
14
10
2
3
3
11
5
4
0
11
7
4
9
10731
115
0
0
10021
10969
10800
1
0
3
9
6
11554
10090
1 1 5 1 8
10087
11
2
4
9
10
9
9
8
10757
10158
10109
107
5
0
10
3
4
7
103
1
9
116
9
8
10
6
9
4
10165
10621
1
0
1
1
4
10
0
8
5
10310
1 1 76 7
11
1
9
7
10098
10475
1 0 8 4 0
10631
11
7
3
5
1
0
8
7
8
1
0
7
2
4
1
1
8
8
4
1033
3
1 0 5 8 1
10741
10769
11574
1
1
2
3
1
11195
10
8
1
5
10102
106 67
11739
1
0
3
30
11830
10
0
6
9
10360
10053
11707
10
8
0
1
11071
11334
11498
1 1 7 5 1
11088
10802
1101
2
11
7
0
3
11391
11
7
4
6
11730
1
1
4
5
6
11796
11831
10
7
2
3
11
7
3
4
101
7
4
1
0
6
6
9
10
0
6
6
10982
10983
11
2
1
3
11233
11246
11101
10
7
4
9
1
1
5
6
9
1015
6
10
5
2
1
1
0
3
6
7
10479
108
3
9
10034
11
4
8
5
10856
1168
9
11492
10
5
0
2
1170
5
10259
11006
11225
10262
10045
11
4
9
9
11
5
2
3
11721
10186
1
1
4
4
5
11163
11
7
6
2
1
0
3
7
7
11
7
7
6
1 1 8 8 0
100
0
5
1168
4
10
3
0
9
10735
1
0
5
1
9
11733
11894
10738
100
7
6
10476
10756
11310
11
2
3
8
1037
5
11616
11
7
5
7
1
0
4
5
1
11579
1
0
3
1
8
1
1
6
6
1
1
1
4
9
5
11439
1
1
7
8
6
10845
1
1
3
25
1010
0
11255
117
5
8
11315
11392
11
3
2
6
1
1
0
6
7
10715
11354
11706
10119
1 1 4 5 4
110
6
9
116
8
6
11220
11032
1
0
3
3
2
11389
10585
10
5
1
0
10976
10144
11
4
9
6
11430
11176
11143
10368
1
1
8
4
1
11287
1093
9
1
1
7
00
10
8
7
7
11289
10827
10
0
9
6
11580
10268
110
3
1
10965
10780
11 28 8
11743
1
1
7
4
8
11
2
5
3
10512
105
0
7
11119
11376
11611
10
8
8
0
1 0 4 4 4
10520
10926
11189
118
7
8
10
5
4
6
11
3
5
3
1
0
7
2
1
10018
11371
11299
11
5
3
0
1
1
3
1
7
11534
11
0
0
0
1
0
5
60
1077
4
10
7
4
4
10
5
4
4
10322
1 1 9 0 2
10336
10
0
6
2
11
7
9
3
11712
1087
9
1
0
7
7
5
11224
11513
11541
10
5
8
6
11243
10060
10058
10426
10
0
5
4
10
9
5
1
1
0
8
3
5
11
2
3
0
11
2
3
9
11745
10282
11490
11664
11877
10315
11516
10
7
2
2
11068
1 1 4 7 9
10265
10
8
7
0
10
6
9
7
11267
11763
10553
11
4
5
9
11027
11295
10
0
5
6
117
2
5
11
0
8
2
10608
11
8
6
4
11252
10386
11
2
9
1
10009
110
9
9
1
1
4
6
7
11747
10007
10105
1
1
1
9
1
11214
10598
10354
10316
10
0
6
7
10
0
1
2
108 7 4
1
0
8
5
3
10872
11313
11799
11809
10607
11665
109
8
6
10134
10841
10103
10
4
3
1
10933
11237
10212
10718
1
0
4
4
7
10
0
4
9
11882
11594
1 0335
11537
11284
10593
11829
11
7
2
4
1
0
1
9
4
1
0
54
9
1
1
6
6
2
1158
5
10187
10548
10411
10967
11084
1 0 3 8 5
10470
10729
11
2
5
0
11198
10530
10504
1
0
6
0
0
1
0
6
8
4
11787
11
5
3
3
11297
10 59 6
10106
10209
10163
10
0
5
7
1001
7
10
8
2
3
11057
10
2
9
0
10
0
5
2
1 1 2 0 2
11318
11573
11165
11648
11583
10971
10628
11
1
2
2
102
8
1
11074
10113
11565
11
7
04
1
1
5
1
1
10781
11005
1
1
3
3
7
10
8
7
6
11571
10140
11756
11
7
1
8
11373
10205
10
8
2
2
11075
11
6
6
0
105
3
7
1
0
2
8
0
10329
11483
10696
11
1
1
6
11283
11
8
3
8
10857
10
7
0
7
10882
107
9
4
10906
10
7
0
1
10247
11178
106
2
9
10
7
3
6
11414
10214
11 8 1 5
10020
1 1 1 6 4
10792
1 0 59 9
11720
10
3
2
4
10700
118
9
7
10331
10033
10
1
2
0
11190
10370
10
7
1
7
11847
11782
10337
10977
11625
11695
11519
109
1
7
1110
0
11192
10480
1170
9
11
0
4
0
11
6
3
4
11
2
8
2
11789
1
1
7
2
7
10378
10603
10
5
0
1
1
0
1
5
5
11
5
3
8
1
0
1
1
8
10847
1130
3
1 0 5 2 5
11
2
7
8
1 1 3 6 3
11153
11
8
1
1
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
GISIDN00.5 10.25 Miles
IMS Infrastructure Management Services 2023 Moorpark, CA | Pavement Analysis 2023
by Segment
5-Year Post Rehab PCI:$800k Annual Budget
1234
Pavement Analysis
255