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FINAL REPORT
UPDATE OF CITYWIDE
PAVEMENT MANAGEMENT PROGRAM
(Citywide)
2016-2023
City of Seal Beach, CA
June, 2016
00-21
June 8, 2016
Mr. David Spitz, P.E.
Associate Engineer
CITY OF SEAL BEACH
211 Eighth Street
Seal Beach, CA 90740
Subject: Final Report - Update of the Pavement Management Program
Dear David:
As part of the 2016 Update of the Pavement Management Program for the City of Seal Beach, Bucknam
Infrastructure Group, Inc. (Bucknam) is pleased to submit the Final Report for the City’s pavement network.
The information contained in this report was used to develop the recommended improvement program for
the pavement network. The report covers the following categories:
Executive Summary (Section I)
Quality Control/Quality Assurance Plan (Section II)
Pavement Management Program Development and Reporting (Section II)
Pavement Conditions For Each Segment in the Network (PCI Report – Section III)
The Pavement Condition Index report shows the present condition of each street in the
pavement network. In addition, the report shows the basic geometry of each street
segment.
Recommended Maintenance and Repair Strategies
The recommended maintenance and repair strategies were used to generate the Forecasted
Maintenance Report and were based on our 2016 inspections and pavement deterioration
analysis. Additionally, we have assessed and incorporated unit cost and maintenance
application practices/types with our strategies.
Projected Projects based on those Strategies (Forecasted Maintenance Report – Section IV)
The Forecasted Maintenance Report projects the street maintenance activities required for
the next seven years, broken down to show maintenance recommendations for streets. The
report included in this section (based on City’s Actual budget) is broken down by fiscal year.
OCTA Renewed Measure M Compliance Reporting (Section V)
We have included the necessary OCTA Renewed Measure M compliance reporting, mapping
and budget forecasting that is required for Seal Beach’s 2016 Pavement Management
Program
All comments received from the City have been incorporated in the reports that fo llow. All of the City’s
issues and needs that were brought to our attention are included in the report.
It has been a pleasure working with you and the City on updating your Pavement Management Program. We
look forward to the continued success of this project and future teamwork with City staff.
Sincerely,
Bucknam Infrastructure Group, Inc.
Peter J. Bucknam
Project Manager
Infrastructure Management – GIS Services
City of Seal Beach Page i
2016 Citywide Pavement Management Program
Final Report – June 8, 2016
TABLE OF CONTENTS
Citywide MPAH and Local Report
I. Executive Summary
II. Pavement Management Program-Capital Improvement Program
Quality Assurance/Quality Control Plan
7-Year Actual Budget Scenario
7-Year Recommended Budget Scenario
7-Year Maintain Budget Scenario
Condition Distribution Report
III. Pavement Condition Index (PCI) Reports - All Streets
PCI Map
Rank - A to Z Order
Rank - PCI Order (0-100)
IV. Forecast Maintenance Reports
MPAH and Local (2016-2023) – Recommended Budget
V. OCTA Renewed Measure M Compliance Reporting
For OCTA Submittal
Section V can be copied / removed and sent to OCTA for compliance
City of Seal Beach Page ii
2016 Citywide Pavement Management Program
Final Report – June 8, 2016
Table and Figure Reference Page #
Figure 1 – Pavement Area by Functional Classification Sec 1-4
Figure 2 – PCI Distribution for All Seal Beach Streets Sec 1-7
Figure 3 – Sample Pavement Life Cycle Sec 2-1
Figure 4 – Resulting Conditions based on Unconstrained Budget Projection Sec 2-10
Figure 5 – Resulting Conditions based on Maintain Budget Projection Sec 2-14
Figure 6 – Resulting Conditions based on Existing Budget Projection Sec 2-18
Figure 7 – Resulting Conditions based on Do Nothing Budget Projection Sec 2-20
Figure 8 – PCI Calculation Worksheet Sec 2-24
Figure 9 – MPAH Condition Distribution Sec 2-25
Figure 10 – Local Condition Distribution Sec 2-25
Figure 11 – Seal Beach Pavement Condition Index (PCI) Map – 2016 Sec 3-4
Table 1 – Condition Distribution Totals by Section Mileage Sec 1-6
Table 2 – Historical PCI Conditions for Seal Beach (FY 2006 through 2016) Sec 1-6
Table 3 – Projected Work Program for All Streets (Unconstrained Budget) Sec 1-10
Table 4 – Projected Work Program for All Streets (Maintain Budget) Sec 1-10
Table 5 – Projected Work Program for All Streets (Existing Budget) Sec 1-11
Table 6 – Projected Work Program for All Streets (Do Nothing Budget) Sec 1-11
Table 7 – PCI Range Sec 2-2
Table 8 – Strategy Assignment Table Sec 2-6
Table 9 – Projected Work Program for All Streets (Unconstrained Budget) Sec 2-10
Table 10 – Projected Work Program for All Streets (Maintain Budget) Sec 2-13
Table 11 – Historical PCI Results (FY 2010 to 2016) Sec 2-13
Table 12 – Projected Work Program for All Streets (Existing Budget) Sec 2-17
Table 13 – Projected Work Program for All Streets (Do Nothing Budget) Sec 2-20
Acronym Listing
Asphalt Concrete (AC)
American Public Works Association (APWA)
Capital Improvement Program (CIP)
Countywide Pavement Management Plan Guidelines (Guidelines)
Geographic Information System (GIS)
Government Accounting Standards Board Statement 34 (GASB 34)
Maintenance and Repair (M&R)
Master Plan of Arterial Highway (MPAH)
Orange County Transportation Authority (OCTA)
Pavement Condition Index (PCI)
Pavement Management Program (PMP)
Portland Cement Concrete (PCC)
City of Seal Beach Page 1
2016 Citywide Pavement Management Program
Final Report – June 8, 2016 Section I
SECTION I
EXECUTIVE SUMMARY
2015-16 UPDATE OF PAVEMENT MANAGEMENT SYSTEM
As the City of Seal Beach continues to show growth with its population, demographics, infrastructure
and maintenance needs, the street network has been running parallel as the system matures and
capital street projects widen and lengthen streets. The City developed its Pavement Management
Program (PMP) through StreetSaver in early 2004 and eventually converted the PMP in 2010. Over the
past four years the City has used MicroPAVER as its PMP software; with the Orange County
Transportation Authority (OCTA) decision to allow MicroPAVER or StreetSaver as an acceptable PMP
software’s the City continues to remain in compliance with OCTA guidelines
This system is essential to the City in that it assists Public Works staff in capturing competitive funding
for its arterial highway system as well as cost-effectively managing the local network through proactive
maintenance and scheduling. On a biennial basis, the Seal Beach PMP is updated to provide current
data on the City’s street network and to develop cost-effective maintenance strategies to maintain a
desirable level of pavement performance on a network scale, while optimizing the expenditure of
limited fiscal resources.
Over the past several months Bucknam Infrastructure Group (Bucknam) surveyed all 18.6 miles of
arterial and collector (Master Plan of Arterial Highways-MPAH) sections, 22.8 miles of Local sections to
assist the City in complying with the most recent OCTA-Renewed Measure M requirements (January
2016). These requirements are clearly shown within the new “Countywide Pavement Management
Program, Guidelines Manual” for MicroPAVER use.
Bucknam reviewed the City’s previous maintenance 2013-15 efforts and the current 2016-17 proposed
street improvements for pertinent historical and scheduled maintenance in order to generate a CIP
report that identifies recommendations for improvement in the current operating and maintenance
efforts put forth by the City. The result of this work effort is shown throughout this report. In the
upcoming years as the City continues to build upon this study through future inspections and
maintenance efforts, Seal Beach PMP data will continue to provide reliable solutions to enhance the
program through detailed funding analysis, City specific budgetary reporting and level of service
reporting.
As the City annually matures the PMP, key questions will be answered by reviewing the pavement
information readily available within our report as well as through the MicroPAVER database.
Specifically, our findings and recommendations provide Public Works administrators, managers and
field personnel with:
the present condition status of the pavement network (arterial and collector streets), as a
whole and of any grouping or individual component within the City;
a ranked list of all streets, or segments of streets, by pavement condition within the
network;
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2016 Citywide Pavement Management Program
Final Report – June 8, 2016 Section I
rehabilitation/maintenance needs of each street segment by year;
an optimized priority maintenance and rehabilitation program based on cost/benefit
analysis and various levels of funding;
optimum annual pavement expenditure levels for pavement maintenance for the next seven
(7) years;
prediction of the life-cycle performance of the City’s pavement network and each individual
street section;
updated PMP data to assist the City with GASB 34 compliance; and
pavement condition data and analysis presented in GIS through ESRI ArcMap
Pavement is a dynamic structure where deterioration is constantly occurring; thus the pavement
management system needs to be updated on a regular basis to reflect these changes in pavement
conditions, pavement maintenance histories, and maintenance strategies based upon budgetary
constraints. This report reflects the current state of the City’s pavement network and recommended
maintenance strategies for the next seven (7) years.
FINDINGS AND RECOMMENDATIONS
Through our assessment of historical maintenance performed across the City and through our
discussions with City staff the conditional data found on the network clearly shows that the City has
applied strong, preventative maintenance strategies over the past decade. Pavement management
involves frequent preventative maintenance; as pavement deteriorates through heavy traffic impacts,
weathering and time, preventative maintenances (such as slurry seal, stop gap, etc.) have limited
benefits. More aggressive maintenance applications have to be used. Our study has shown that key
overlay projects will still need to be funded over the next seven years to maintain the network’s high
level of condition.
Through our analysis of the Seal Beach PMP we have found and recommend the following items which
should be considered for a proactive approach to the PMP and future management of the program:
Arterials / Collectors (MPAH)
The actual workload requirements identified indicate that the Arterial street network is currently in
“Good” condition. At a minimum, to maintain this condition, it is critical that preventive maintenance
and overlay activities are funded at the levels identified in Table 4 to maintain a “Good” network
weighted average PCI value.
Our MPAH findings for conditional data and recommendations for revenue expenditures are shown
below:
The Arterial/Collector network has a weighted PCI of 82.1;
The MPAH network consists of 18.6 miles equaling 5,271,658 square feet of pavement
City of Seal Beach Page 3
2016 Citywide Pavement Management Program
Final Report – June 8, 2016 Section I
Currently, 24% of the arterial/collector network (3.1 miles) qualifies for
rehabilitation/reconstruction maintenance;
MPAH maintenance projects should focus on increasing the current PCI above a weighted
average of 84 within the next 7 years;
Develop a proactive fiscal and planned approach to identify arterial overlay projects based on
the deterioration modeling within MicroPAVER
Current allocated MPAH funding results in the MPAH weighted PCI to decrease from its current
PCI of 82.1 to 74.9 after seven years (Funded at $200,000/yr)
At a minimum, maintain the MPAH expenditures at an average of $791,000/yr level over the
next seven years to generate the PCI results identified within Table 5 (Section I, page 9) of this
report
Perform pavement inspections on the MPAH network every two years to build a solid planning
model within MicroPAVER to track PCI deterioration; also follows new OCTA requirements for
Measure M2
Locals
The actual workload requirements identified indicate that the Local street network is currently in
“Good” condition. At a minimum, to maintain this condition, it is critical that preventive maintenance
and overlay activities are funded at the levels identified in Table 4 to maintain a “Good” network
weighted average PCI value.
Our Local findings for conditional data and recommendations for revenue expenditures are shown
below:
The Local network has a weighted PCI of 86.1;
The Local network consists of 22.8 miles equaling 4,062,883 square feet of pavement;
Currently, 8% of the Local network (2.2 miles) qualifies for rehabilitation/reconstruction; while
30% of the network (8.7 miles) qualifies for slurry seal maintenance
Local maintenance projects should focus on the maintaining the current PCI above a weighted
average of 84 over the next 7 years;
Develop a proactive fiscal and planned approach to identify Local overlay projects based on the
deterioration modeling within MicroPAVER
Current allocated Local funding through FY 2016/17 generates a decrease in Local conditions
after seven years (PCI of 86.1 drops to 80.7); Funded at $375,000/yr)
City of Seal Beach Page 4
2016 Citywide Pavement Management Program
Final Report – June 8, 2016 Section I
Maintain the Local expenditures at an average of $659,500/yr over the next seven years to
generate the projects identified within the Section IV reporting
Perform pavement inspections on the Local network every two years to build a solid planning
model within MicroPAVER to track PCI deterioration; also follows new OCTA requirements for
Renewed Measure M2
The funding requirements presented are generated in the form of individual projects, as outlined in the
Forecasted Maintenance Reports (Section IV).
While the project listings outlined in the Forecasted Maintenance Reports are the recommendations
generated through our analysis and the PMP, final project recommendations should be weighed against
the actual approach the City wishes to utilize in scheduling the workloads for contracting purposes.
Pavement conditions, utility schedules and/or City policy decisions may indicate that a particular
pavement section needs attention earlier than the rest of the roads in its area.
CITY’S PAVEMENT NETWORK
Within the Seal Beach pavement
management network there are
approximately 41.5 section miles of
streets. The Arterial and Collector
(MPAH) network consists of 5,327,374
SF of pavement that includes 47
pavement sections totaling in 12.9
section miles. The Local network
consists of 4,064,667 SF of pavement
that includes 202 pavement sections
totaling in 28.6 section miles.
The City’s pavement network is broken
down into manageable groups that have similar characteristics, such as pavement rank, surface type
and maintenance zone. Pavement segments are identified by their branch and section unique ID
numbers. Pavement “branches” that have a common usage, such as Seal Beach Blvd, defines a
“branch” within MicroPAVER. Pavement “sections” are pavement segments within the defined branch
that have consistent pavement conditions, rankings, construction/maintenance histories and use.
Representative inspection samples are then selected and visually surveyed to locate distress data. This
data is used to calculate the pavement sections Pavement Condition Index (PCI) which includes distress
type, extent of the distress and its severity. All inspections follow the industry ASTM D6433 standard
for pavement assessment.
The PCI is a condition rating that ranges from 100 (a new pavement section or recently overlaid or
reconstructed) to 0 for a section that has structurally failed and deteriorated dramatically. Weighted
Figure 1
City of Seal Beach Page 5
2016 Citywide Pavement Management Program
Final Report – June 8, 2016 Section I
average PCI = pavement section PCI * its area / by the total square footage of the network.
The weighted average PCI for the City’s Arterial and Collector (MPAH) network is 82.1
The weighted average PCI for the City’s Local network is 86.1
Table 1 on the following page summarizes the conditions found within the Seal Beach network.
Additionally, the City’s network is distinctly separated into seven (7) communities; these include:
Old Town includes the area south of Pacific Coast Highway (PCH) and Marina Drive (between 1st Street
and Seal Beach Boulevard).
Bridgeport includes the area west of PCH, north of Marina Drive and SW of the San Gabriel River.
Marina Hill (N/S) includes the area north of PCH and west of Seal Beach Boulevard; additionally, it is
divided into Marina Hill North and Marina Hill South by Bolsa Avenue.
Surfside located within Anaheim Bay along the south side.
Leisure World includes the area in between Westminster Boulevard and San Diego freeway, west of
Seal Beach Boulevard.
College Park East includes the area in between the San Diego freeway and Lampson Avenue.
College Park West includes the area within the northwest portion of the City and borders the City of
Long Beach.
City of Seal Beach Page 6
2016 Citywide Pavement Management Program
Final Report – June 8, 2016 Section I
CURRENT CONDITIONS
The overall weighted condition level for the City’s pavement network is “Good” with a weighted
average PCI of 84.4 based on the surface area of each segment. The distribution of the City’s overall
pavement network and individual sections are shown in Section III of this report (Pavement Condition
Index Report).
Table 1 – Condition Distribution Totals by Section Mileage
As shown above, the majority of segments are distributed through Very Good to Good condition
categories. This is a clear sign that the maintenance efforts performed by the City from 2006 to 2015
have greatly benefited the City’s pavement conditions.
Table 2 – Historical PCI Conditions for Seal Beach (FY 2006 through 2016)
Based on the weighted PCI value associated with the Arterial and Collector (MPAH) routes (82.1) it is a
good indication that the City is performing proper and timely maintenance for those specific street
classifications. This is clear by looking at the total mileage that falls within the MPAH Very Good to
Good condition categories (9.2 out of 12.9, which accounts to 71% of the MPAH network). The Arterial
rehabilitation projects that are scheduled through the City’s Seven-Year CIP are needed and will
continue to sustain the MPAH network at or above today’s conditions over the next several years.
Congruently, the Local street network continues to show high PCI values due to the proactive slurry seal
and overlay program that was put in place. Local section mileage between Very Good and Good (25.3
miles) accounts for 88% of the network. With the current strategic and scheduled slurry seal program
our budget analysis models are showing that the City will see a leveling out of Local weighted PCI; this is
a natural occurrence and is expected when overall conditions are at high levels (i.e. citywide weighted
PCI’s in the mid 80’s).
However, it is important to point out that 15% of the MPAH and Local pavement sections are within the
Fair to Poor condition ranges; these sections should be prioritized and scheduled for immediate
consideration for stop gap/slurry maintenance or overlay rehabilitation. With the maintenance
zone/tract schedule that is in place combined with the standard rate of asphalt deterioration, overlay
City of Seal Beach Page 7
2016 Citywide Pavement Management Program
Final Report – June 8, 2016 Section I
maintenance will be needed on both pavement functional classifications within the City.
As large overlay and rehabilitation projects are considered for funding, the City should also consider
using sub-grade R-Values, distress severities and extents as parameters for determining whether a
pavement section that lies within the Fair to Poor condition range should be slurry sealed or overlaid.
Bucknam developed a seven-year Capital Improvement Program for the City based on the City’s current
7-yr CIP / Street Maintenance/Rehabilitation Program, pavement deterioration, available funding and
the most recent 2016 inspections. These recommendations and results are shown in Section II of this
report where we have demonstrated how the City’s current “actual” citywide budget performs against
the conditions found within the pavement network.
Figure 2 – PCI Condition Distribution for All Seal Beach Streets
City of Seal Beach Page 8
2016 Citywide Pavement Management Program
Final Report – June 8, 2016 Section I
MAINTENANCE STRATEGY DEVELOPMENT
Based on the results of the condition survey and input from the City, pavement
maintenance/rehabilitation strategies were developed. At the outset, City and Bucknam staff identified
a distribution of City maintenance funds that would be applied to the network over the next ten years.
This was based upon the desire to prevent the decrease in street conditions and not allow an increase
in the maintenance backlog funds over the ten-year program.
With this approach, Bucknam has recommended a “minimal level of service” which creates a major
dividing line in determining pavement maintenance. Based on the City’s weighted average PCI,
condition distribution, and maintenance practices, our team has identified a PCI of “75” as the
minimum level of service. This means that any pavement section with a PCI less than 75 will be
recommended for major maintenance.
As shown in Figure 2, over 83% of the City’s streets are in Very Good to Good condition. These sections
will be targeted for “preventive” maintenance within our Capital Improvement Program (CIP)
recommendations. The reasoning in doing this is to extend the life cycles of those “good” pavement
sections which accrues capital saving to aggressively rehabilitate those pavement sections that are
below the “minimal level of service”.
In order to achieve the most effective and optimum program for the City, certain strategies have been
selected and/or analyzed. Below is a listing of the maintenance activities utilized in strategy
development. Each activity is representative of the types of work that have been programmed as part
of the long-term maintenance requirements of the City’s street network. For additional detail on the
following activities see Section II.
General Repairs – Stop Gap – M&R (PCI Range 20 to 100)*
For this maintenance type, small localized surface treatments are utilized as “holding action”
solutions (stop gaps) to delay the need for pavement structural strengthening. They typically
include activities such as crack sealing, deep patching, skin patching, grinding and leveling.
Slurry Seals (PCI Range 60 to 85)
Surface treatments applied to pavements with minimal surface distress to provide new wearing
surfaces and extend pavement life. Generally thickness ranges from 1/8” to 3/8” and consists of a
mixture of conventional or latex-modified emulsified asphalt, well-graded fine aggregate, mineral
filler and water a creates a new wearing surface. The City is currently utilizing on all Local streets.
Overlays (PCI Range 20 to 60)
AC Overlay– Placement of a layer of hot-mixed asphalt concrete over the existing pavement surface
(may include pavement fabric). Grinding (milling) is performed prior to the overlay to reduce the
total height of asphalt and assure alignment with existing gutter lines. This also includes “dig-outs”
and crack sealing prior to the application of an overlay. This treatment provides a new wearing
surface and increased structural strength to the pavement section. A conventional overlay should
be designed for a ten-year life. The City is currently utilizing this application on Local streets.
City of Seal Beach Page 9
2016 Citywide Pavement Management Program
Final Report – June 8, 2016 Section I
Asphalt Rubber Hot-Mix Overlay - The ASTM definition is: Asphalt-Rubber is a blend of asphalt
cement, reclaimed tire rubber and certain additives in which the rubber component is at least 20%
by weight of the total blend and has reacted in the hot asphalt cement sufficiently to cause swelling
of the rubber particles. The City is currently utilizing this application on Arterial (MPAH) routes.
Specifically, using crumb rubber modified binders in pavement application benefit local agencies in
that cities find:
Pavement resists cracking by being more flexible;
Cost savings come from a longer life cycle (from Bucknam’s experience typically 20%
longer), decreased maintenance and the use of less material
Improvement in skid resistance;
Decreased noise; and
It provides long-lasting color contrast for marking and striping
Reconstruction (PCI Range 0 to 20)
Removal of the existing pavement section to a prescribed depth followed by the placement of a
conventional flexible pavement section using a structural AC Hot Mix or AR Hot Mix or a full depth
asphalt. Each classification of road has a typical design cross-section upon anticipation traffic
loading.
*PCI values shown with each maintenance/rehabilitation type are “typical” ranges for a given type of
work. These ranges are not set in stone and may vary based upon City practices and policies.
City of Seal Beach Page 10
2016 Citywide Pavement Management Program
Final Report – June 8, 2016 Section I
ANNUAL BUDGET PROJECTIONS
The budgeting process was approached with the following in mind, generate a four unique budget
scenarios for the next seven (7) years based upon actual road pavement conditions in order to:
1. Review and model the City’s MPAH funded projects and schedules from 2016 to 2023
2. Review and model the City’s Local funded projects and schedules from 2016 to 2023
Based on current and future pavement maintenance needs, four annual work programs have been
prepared and summarized below:
Scenario 1 – Unconstrained Budget; Table 3 demonstrates how the City’s current conditions
respond to an unlimited annual funding source;
Table 3 – Projected Work Program for All Streets (Unconstrained Budget)
Scenario 2 – Maintain PCI at 84; Table 4 demonstrates the recommended annual funding necessary
to maintain the overall weighted PCI at 84 after seven years;
Table 4 – Projected Work Program for All Streets (Maintain Budget)
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2016 Citywide Pavement Management Program
Final Report – June 8, 2016 Section I
Scenario 3 – Existing Budget; Table 5 demonstrates the City’s “Actual” scheduled seven-year CIP
work program and the resulting PCI after seven years;
Table 5 – Projected Work Program for All Streets (Existing Budget)
Scenario 4 – Do Nothing; Table 6 demonstrates a constrained annual budget of $0 and its PCI
results after seven years.
Table 6 – Projected Work Program for All Streets (Do Nothing Budget)
Additional detail and breakdown of budget projections are demonstrated in Section II of this report.
All work program budgets generated are presented in terms of current 2016 dollars. The most recent
ENR construction index was reference for budget programs as well as City input. All repair activities
were based on distresses observed at the time of the field survey. These are recommendations and are
to be used as “the best case scenario” for improving the Seal Beach street network.
QUALITY CONTROL EFFORTS
This project included the conversion of all MicroPAVER data to MicroPAVER; Bucknam methodically
assessed and converted essential inventory segmentation, work histories, inspections, pavement
applications, unit costs and other key attributes utilizing MicroPAVER conversion tools. Through this
conversion we found that all segmentation, work history and key attributes converted seamlessly;
however, 8% of all previous inspections needed further analysis due to the fact that they demonstrated
a +/- 10 variance in PCI. Our staff performed the necessary field inspections and internal analysis to
correct these issues.
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2016 Citywide Pavement Management Program
Final Report – June 8, 2016 Section I
As indicated in our scope of work, we performed numerous quality control checks in the field during
survey efforts as well as specific site investigations requested by the City. Field check efforts were
performed at the end of each week of survey. During survey, no major field quality control issues were
noted.
RECOMMENDATIONS
The actual workload requirements identified indicate that the City’s arterial network is currently in
“Good” condition. To maintain this condition, it is critical that preventive/stop gap maintenance and
overlay activities are funded at the levels identified in Table 4 and the reports in Section IV to maintain a
“Good” network weighted average PCI value (PCI range of 71 to 85). Special considerations should be
made toward focusing overlay maintenance in strategic areas each fiscal year.
It is recommended that special attention be made to those Local sections that are close to qualifying for
overlay maintenance and/or those sections that have a high amount of “load” bearing distresses within
their limits (Local sections within Fair to Poor PCI ranges; 3.0 miles). As the City moves towards the
“second” pass of slurry seal maintenance to the Locals, it is key to point out that a moderate amount of
pavement sections still require overlay rehabilitation in the latter part of the Local program schedule
(e.g. FY 2016 and beyond). Due to the City’s “high” weighted PCI for Locals we recommend that the
City continues to follow the Preventative Program within its seven (7) zone communities.
In order to meet these requirements, certain projects have been recommended within the context of
this report. The funding recommendations presented are generated in the form of individual projects,
as listed in the Forecasted Maintenance Reports (Section IV).
While the project listings outlined in the Forecasted Maintenance Reports are the recommendations
generated by the PMP, final project recommendations should be weighed against the actual approach
the City wishes to utilize in scheduling the workloads for contracting purposes. Pavement condition may
indicate that a particular pavement section needs attention earlier than the rest of the roads in its given
zone or Tract area.
City of Seal Beach Page 1
2016 Citywide Pavement Management Program
Final Report – June 8, 2016 Section II
SECTION II
PAVEMENT MANAGEMENT PROGRAM / CAPITAL IMPROVEMENT PROGRAMS
Bucknam performed the following services in accordance with the scope of services that was contracted
with the City of Seal Beach. As a quick overview, the following tasks were performed to complete the
work over the past year:
2016 Pavement Management Work Efforts:
Task 1: Project Kickoff-Data Management
Task 2: Development of the City’s PMP/GIS Link
Task 3: Update of Maintenance Activities
Task 4: Pavement Condition Survey (approx. 47.8 section miles)
Task 5: Budgetary Analysis and Capital Improvement Reports
Task 6: Executive Summary and Final CIP Reports
Task 7: Mapping of the Pavement Network
Numerous studies from the United States Army Corps of Engineers and APWA have shown that it is
much more cost effective to maintain a pavement segment in good condition over its useful life in
comparison to letting it deteriorate to the point that it requires a major overlay or reconstruction,
which is shown in sample deterioration curve (Figure 3) below.
Figure 3 – Sample Pavement Life Cycle
Each $1.00 spent on maintenance within the “Good” range will cost $6.50 to $8.00 for reconstruction if
maintenance is deferred.
City of Seal Beach Page 2
2016 Citywide Pavement Management Program
Final Report – June 8, 2016 Section II
Pavement Management Update 2015-16
As a part of the 2016 update of the pavement management program, a major element of work was to
complete a comprehensive assessment of the existing street network within the City. This included
assessing the City’s existing MicroPAVER dataset, GIS centerline file, street naming conventions and
work history information. From there, Bucknam worked with the City to confirm any changes within
public / private street listing as well as all true area adjustments which set the foundation for accurate
CIP reporting.
Work history information was provided by the City in the form of completed bid documents,
institutional knowledge and the previous MicroPAVER dataset. This information was entered into the
proper pavement segments that match the limits of those projects. From there, CIP pavement
recommendations were performed where the pavement maintenance information the City provided
(PMS material practices, unit costs, slurry seal maintenance zones, and capital budgets) were used to
generate recommendations through the MicroPAVER system.
Table 7 demonstrates PCI ranges established by the City’s request. Once a pavement inspection is
complete, a PCI is calculated for each pavement section. Each PCI calculated now falls within a defined
PCI range category, furthermore, a weighted PCI was calculated for the all streets within the network
(weighted average PCI = pavement section PCI * its area / by the total square footage of the network).
This information can also be represented through MicroPAVER to show how much square footage or
percentage of area falls within PCI range category.
PCI RANGE CONDITION
86-100 Very Good
75-85 Good (Seal Beach Network 2016 = 84.4)
60-74 Fair
41-59 Poor
0-40 Very Poor
Table 7 - PCI Range
The summary of all roads condition data and their representative PCI's can been seen in the Pavement
Condition Report in Section III.
City of Seal Beach Page 3
2016 Citywide Pavement Management Program
Final Report – June 8, 2016 Section II
Quality Assurance / Quality Control Plan
As required by the Orange County Transportation Authority (OCTA), the City of Seal Beach must prepare
and implement a quality assurance / quality control (QA/QC) plan regarding pavement management
inspection as they pertain to MicroPAVER. For the purposes of this report, Bucknam has demonstrated
below how our project team implemented QA/QC procedures during the project.
Our QA/QC plan focuses on the how each pavement inspection is performed, what distresses are
collected and ensures that it complies with the OCTA guidelines defined within the “Countywide
Pavement Management Plan Guidelines (Guidelines)”.
As shown within the OCTA Guidelines, our staff followed and delivered on the requirements stated on
Section 2.4, page 8 which require specific QA/QC data (Items A through G). Additionally, Chapter 3
requires numerous data/deliverables from local agencies for Measure M2 eligibility. All general PCI
budgetary report submittals will follow the Chapter 3 guidelines.
In conjunction with the outlined items within the OCTA Guidelines Section 2.4 we have summarized our
QA/QC procedures below:
a. Descriptions of condition survey - Our staff follows the required Condition Survey Protocols
(Guidelines, Section 2.1); our staff assesses each pavement section for the minimum distresses
outlined within Section 2.1. Additionally, based on the pavement conditions found, we collect
all MicroPAVER distresses (ASTM Standard D6433), if found within the sample sections; for
example, if slippage cracking, potholes, etc. are found our survey technicians record the proper
information.
b. How data was collected - Our surveys follow the OCTA accepted walking/windshield
requirements. All sections that our staff surveys are performed through the walking/windshield
method. Our staff physically measures the width of every section as well as measures for any
square footage adjustment that need to be added or taken away from a sections “true area”
(i.e. cul-de-sac, bus pads, street width variances, etc.).
c. Accuracy required for data collection - We use a statistical sampling approach for measuring
the quality of our field technician’s work. In this manner, 10 percent of the o riginal surveys are
re-surveyed by a different survey crew than the original, supervised by a field supervisor, and
the results are compared to the original surveys. Our QC process involves checking the field
crews’ work in a “blind study” fashion. Quality control checks are performed at the end of each
survey week. This ensures that all field personnel are properly collecting section samples,
distress types and distress severities for all street segments.
When QA/QC issues are found, our staff documents the issues within MicroPAVER user
interface and/or our GIS work environment. If distress types, severities and/or extents
found are not within the 97% accuracy our QA/QC is expanded beyond our minimum
10% resurvey to 15% of the original survey
d. Data check for accuracy by agency – As described above our staff re-inspects, as a minimum,
10% of the original survey (OCTA only requires 5%). Per the agencies requests, our staff will
submit PCI reports to the agency as project status reports for their review.
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Agencies will typically review specific pavement sections for PCI accuracy based on recent
overlay or slurry seal maintenance; this serves as an initial accuracy check on our surveys
(outside Bucknam QC efforts). Additionally, our staff performs “ride-a-long” surveys with local
agency staff to build consensus on how our MicroPAVER /ASTM D6433 surveys are performed,
recorded and reported on.
e. PCI Comparison with Past Surveys - if previous inspection data is available, new PCI’s calculated
through the most recent inspections will be compared to previous PCI’s. If the variance in PCI is
greater than +/- 10 PCI points, these sections will be flagged for further investigation and/or re-
inspection (OCTA Guidelines are followed).
f. Schedule of data submittal – Pending on the City’s last major PMP submittal, Bucknam will
assist the agency in submitting the following:
Master Plan of Arterial Highways (MPAH) routes will be surveyed and reported on at
least once every two years
1/3 of Local streets will be surveyed and reported on every two years; all streets will be
surveyed within the six year requirement
Corresponding MPAH and local PCI reporting and budgetary reporting will be submitted
every two years
g. Experience of Inspectors – Bucknam staff have been trained on the use of MicroPAVER and is
certified with the required MicroPAVER segment calibration and inspection practices. All
Bucknam field technicians are trained using the ASTM D6433 survey methodologies and have
passed OCTA’s prequalification testing (Bucknam is certified by OCTA through June, 2017).
h. Field data collection safety procedures – Bucknam field survey techniques utilize the following
procedures:
All vehicles are properly marked or flagged with appropriate sign markings indicating
that a “PAVEMENT SURVEY IS IN PROGRESS”
All vehicles have the proper flashing amber light beacons placed on the top of the
vehicle to allow for proper visibility and line-of-site warning
Large MPAH routes are surveyed using two field technicians to increase traffic control
warning and safety
While parking or stopping along the survey route, vehicles legally park within the right-
of-way or use a parking lot
All field technicians wear fluorescent vests to warn traffic and pedestrians
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On a case-by-case basis, if our staff was responsible for converting a previous PMP database to
MicroPAVER this will be properly notated within our reporting. Our staff will provide examples of how
the previous inspections were performed compared to the most recent MicroPAVER based surveys.
Bucknam will provide the local agency a copy of our QA/QC plan prior to any pavement inspection
work. With approval, our staff will begin the MicroPAVER ASTM D6433 based inspections.
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STRATEGY ASSIGNMENT TABLE
Once the appropriate activities from the above listings were selected by the City, a Strategy Assignment
Table was defined within the system that allocated the appropriate actions to the specific repair needs
of the street. In defining the maintenance strategy list, emphasis was placed on defining pavement
condition thresholds, using the PCI, for the specific maintenance activities within these categories.
Strategy Assignment Table
Table 8 - Strategy Assignment Table – Minimal level of service
The strategies shown in Table 8 were developed to identify the most critical segments in each of the
work programs (Arterial/Collector and Locals).
Segment priorities were established by determining the range of PCI's requiring first attention based on
the relative value of each segment’s PCI, thus maximizing the annual maintenance budget. Also,
distress quantity, extent, type (load vs. climate) and severity were critical elements in the decision
process for recommending maintenance. The assignment table is used as a guide within MicroPAVER to
recommend maintenance, however, further assessment by City staff and/or outside parties can
override maintenance recommendations. This can be done by reviewing and assessing distress extents
and their weighted percentages.
Once the strategy assignments were set within the system, budgets and work assignments were
generated for each work program on an annual basis. Using pavement deterioration curves for each
type of pavement surface and functional classification, both current and future work requirements for
each pavement segment were determined. In forecasting the maintenance requirements in future
years, the current PCI value is reduced annually for each pavement segment based on the MicroPAVER
deterioration curves within the City’s database.
Likewise, maintenance activities performed in a given year increase the PCI value as they are applied to
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the segment. The overall program is dynamic in that each strategy consists of a cyclic series of actions
that simulates the pavement anticipated life cycle.
Strategy Assignment Notes
1. Unit costs from the City’s most recent construction bids were used;
2. 15% contingency costs were applied to pavement material costs; these included construction
management and inspection, design, contract administration, material testing/inspection
3. Additional soft costs that were not included were:
a. Right-of-way improvements
b. Curb & gutter improvements
c. ADA ramp improvement
d. Utility improvement
e. Tree removals
4. Bucknam applied a 3% inflation rate on the annual budget within forecasted maintenance
projections (Section IV)
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SEVEN-YEAR ANNUAL WORK PROGRAM PROJECTIONS
The goal of these projections is to assist City policy makers in utilizing the recommendations of the
MicroPAVER system. By using the City of Seal Beach’s current budgets and maintenance practices the
system will develop “section unique” improvements and strategies. Each segment will be tied to a
specific fiscal year. As shown in the following pages, we have assessed the budgets that have been
projected to meet the maintenance and rehabilitations needed to maximize the City’s return on
investment. The budget forecasting goal for the Arterial and Collector network focused on:
Establishing a proactive 7-year Maintenance & Rehabilitation Program;
Developing a preventive maintenance program; and
Selecting the most cost effective repairs based on City strategies
SCENARIO 1 - UNCONSTRAINED BUDGET – Demonstrates a highly proactive budget that loads heavy
funding early on within the seven (7) cycle.
SCENARIO 2 - MAINTAIN PCI at 84 – The “maintain” budget was generated for the City to demonstrate
the necessary annual funding required to maintain the City’s current weighted PCI of 84.4 through a
seven year model.
SCENARIO 3 – EXISTING BUDGET – The existing budget models the City’s current annual $575,000
budget against today’s PCI conditions. This audit demonstrates how the City’s PCI and deferred
maintenance reacts to available funding.
SCENARIO 4 – DO NOTHING BUDGET – The “do nothing” budget demonstrates how aggressively the
City’s weighted PCI decreases and how the deferred maintenance increase through a seven-year model.
Note 1: The City’s Preventative Program seven-yr cycle was utilized within all budget scenarios shown
above.
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SCENARIO 1 - UNCONSTRAINED BUDGET
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UNCONSTRAINED BUDGET – In order to create distinctive budgetary benchmarks for comparison the
City requested that an initial, unconstrained budget be modeled to demonstrate highly proactive slurry,
overlay and reconstruction projects. In doing so, the obvious result of high, network-wide PCI’s occurs
but this model also clearly demonstrates the amount of deferred maintenance that resides on the
network as of January 2016. We have summarized our findings below:
UNCONSTRAINED PROGRAM
Unconstrained Program incorporates all functional classes, Principal (A), Arterial (B), Collector (C) and
Local (E).
Table 9 - Projected Work Program for All Streets (Unconstrained Budget)
By allowing the PMP to be funded at unlimited annual funding it is clear to see that the citywide
weighted PCI reaches a level of 93.5 within the first year after applying $9.03 million. A high level of
condition is maintained throughout the seven year program and results in a weighted PCI of 87.7 by FY
2022-23. (See Figure 4 below).
Figure 4 – Resulting Conditions based on Unconstrained Budget
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Also, the annual deferred maintenance total decreases from $8.6 million to $0 at the end of the seven-
years if the City applies a $14.7 million budget for slurry, overlay, and reconstruction maintenance.
Even though the deferred maintenance shows a null value, small minor stop gap maintenance remains
on the network; if we were to extend the 7-yr CIP out to 10 years the deferred maintenance would
begin to rise again to a level of $1.2 million by FY 2025.
Again, this budget model allows PMP managers to see how much reconstruction, rehabilitation and
preventive maintenance resides on the network today and set a high benchmark to compare to the
following three scenarios below.
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SCENARIO 2 – MAINTAIN PCI at 84 BUDGET (Current Level)
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MAINTAIN PCI at 84 BUDGET – With the City striving to show proactive maintenance across all City
pavements, a budget program was generated to show the greatest return on investment through the
application of slurry seal, mill & cap, and alternative overlay maintenance. Our goal under this model is
to maintain the current 2016 weighted PCI of 84.4 through a seven-year program. This model will
demonstrate the necessary funding to achieve this goal.
Again, we used the “Unconstrained” 7-yr PMP model (shown above) as a cornerstone for our modeling
within the “maintain” program. Combining the previous reporting model with a realistic and achievable
annual budget, we found positive results.
MAINTAIN PROGRAM
Maintain Program incorporates all functional classes, Principal (A), Arterial (B), Collector (C) and Local
(E).
Table 10 – Projected Work Program for All Streets (Maintain Budget)
Referring to Table 10, it is noted that the weighted PCI remains at today’s conditions through the seven-
year projection (84.4 to 84.3). Additionally, the annual deferred maintenance total decreases from $8.6
million to $6.9 million at the end of the seven-years if the City utilizes an annual budget average of
$1,450,400/yr for slurry, overlay, and reconstruction maintenance. We found that annual average
square footage breakdowns of maintenance areas were consistent and well balanced.
We recommend that a balanced maintenance/funding approach be applied to both the MPAH and Local
networks; both networks have roughly the same weighted PCI with the only variance being that the
MPAH network is slightly larger in total square footage. As shown in Table 11 below, the City’s
weighted PCI continues to show high weighted PCI values, furthermore, with the results shown in Table
10 above and the reduced amount of deferred maintenance, a strategic long-term plan to sustain this
asset will need to be implemented.
Table 11 – Historical PCI Conditions for Seal Beach (FY 2006 through 2016)
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Figure 5 – Resulting Conditions based on Maintain Budget Projection
The City’s Local slurry/overlay maintenance “community” strategy should continue through the next
seven years for several reasons. With the City applying a maintenance area/tract methodology to the
Local network, four beneficial impacts occur:
1) Planned / Maintenance areas are addressed every seven years which creates a dedicated
project schedule for City staff and constituent inquiries;
2) Deferred overlay maintenance can be addressed in a more effective manner due to accrued
revenues
3) A preventative maintenance strategy is more cost-effective in a long-term PMP rather than
implementing a maintenance approach that addresses only the “worst-first” streets.
4) All maintenance alternatives are available due to the increased funding and focused
maintenance within one zone per year.
On the negative side, if low weighted PCI values occur within a given zone, all streets within that zone
may not be able to be addressed with maintenance when that zone is scheduled for maintenance. The
deferred maintenance will have to be scheduled for maintenance in future years or simply will have to
wait until the zone cycle repeats.
The Local maintenance model that has been developed under the Maintain budget can be used as a
benchmark to monitor the City’s annual budget allocations as the network continues to mature and
age; the proper amount of funding for slurry seal and overlay maintenance needs to be the City’s
highest priority.
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Additionally, it is recommended that the City continue to monitor the usefulness and applicability of
Cape Seal as an asphalt alternative for the specific local sections. Specific sections are now qualifying
for maintenance that warrants a stronger application rather than a typical slurry seal. With a seven year
cycle in motion, it is essential to address local sections that have PCI’s less than 75 with the proper
maintenance since crews will not be back within that area for five to six years.
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SCENARIO 3 – EXISTING BUDGET ($575,000/yr)
Includes the following funding breakdown:
Local Slurry Seal Funding - $100,000/yr
Local Overlay / Recon Funding - $275,000/yr
Arterial Overlay / Recon Funding - $200,000/yr
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EXISTING BUDGET – The overriding goal for the citywide network was to maintain or increase the City’s
weighted PCI through the seven-year CIP. The Existing budget was generated for the City to
demonstrate how the current Local Revenues/General Fund, Gas Tax and Measure M2
Turnback/Competitive funding are attributing to how the network PCI reacts to the budget on a yearly
basis.
EXISTING PROGRAM (BASED ON CURRENT SEAL BEACH BUDGET)
Existing Program incorporates all functional classes, Principal (A), Arterial (B), Collector (C) and Local (E).
Table 12 - Projected Work Program for All Streets (Existing Budget)
After applying the scheduled CIP projects and following the City’s maintenance zone cycle within the
available funding the resulting weighted PCI decreases from where it stands today, 84.4, to a PCI level
of 77.8 over the seven year CIP. (See Figure 6 on the following page). It is important to point out that
even though a large amount of arterial and local pavement segments are in good “PCI” standing the
annual budget ($575,000) simply is not enough to sustain and/or improve upon today’s conditions.
Also, the resulting maintenance backlog shows a strong increase in workloads by FY 2019 which
demonstrates the “natural deterioration of pavement and associated future costs of maintenance”.
When a PMP network reaches high PCI values (i.e. mid-80’s) the network naturally will need to allow its
pavements sections to deteriorate to allow for proper maintenance. These results indicate that the
City’s historical CIP / Street Maintenance Program budgets have been well managed; proper amounts of
PMP revenue were focused on the right MPAH routes and to the right Local tracts and neighborhoods.
Based upon the Existing Budget the annual deferred maintenance total increases from $8.6 million to
$14.5 million at the end of the seven-years if the City utilizes an annual budget average of $575,000/yr
for slurry, overlay, and reconstruction maintenance. This is a clear-cut sign, in that with an increase in
backlog and a decreasing PCI value over the seven-year program, a significant increase in capital funding
is needed to sustain today’s conditions through FY 2022.
DEFINITIION OF DEFERRED MAINTENANCE
Delaying repairs on streets where pavement condition indicates a need creates deferred
maintenance. Deferred maintenance includes pavement maintenance / rehabilitation that is needed
across the entire network, but cannot be performed due to the lack of available funding and is
pushed to the next budget cycle. The actual repairs that are being deferred are
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often referred to as a “backlog”. As maintenance is deferred, the opportunity to apply life extending
preventive pavement applications is lost and the ultimate cost of rehabilitation multiples.
At a minimum, it is recommended that the City maintain the allocated funding shown in the 7-year CIP
and strive to allocate the proper amount of funding to increase the PCI and balance the deferred
maintenance.
Additionally, with OCTA now implementing the Local Match Reduction program, it will be essential for
Seal Beach to produce and demonstrate “measurable PCI improvement” and/or a weighted average PCI
greater than 75. OCTA has produced the “Countywide Pavement Management Program, Guidelines
Manual” for PMP use (January 2016). Seal Beach will need to demonstrate the following in order to
obtain a local match reduction of 10%:
Show measurable improvement of paved road conditions during the previous reporting
period defined (every two years for Arterials and every six years for Locals) as an overall
weighted (by area) average system improvement of one PCI point
No reduction in the overall weighted PCI in the Master Plan of Arterial Highway (MPAH) and
Local street categories (compliant)
This report is efficient to meet OCTA requirements
Within Section V of this report, Bucknam has included the compliant OCTA Seal Beach submittal for City
use and delivery to OCTA.
Figure 6 – Resulting Conditions based on Existing Budget Projection
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SCENARIO 4 – DO NOTHING BUDGET
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DO NOTHING BUDGET – In order to show a large negative impact to the City’s weighted PCI and
deferred maintenance backlog the City requested that a “Do Nothing” budget be modeled. This
scenario injects $0 dollars into the MPAH (Arterial) and Local networks to demonstrate the following
results:
DO NOTHING PROGRAM
Do Nothing Program incorporates all functional classes, Principal (A), Arterial (B), Collector (C) and Local
(E).
Table 13 - Projected Work Program for All Streets (Do Nothing Budget)
By allowing the PMP to be funded at a constrained $0 annual funding it is clear to see that the citywide
weighted PCI drops to a level of 69.6 after the seven years. This represents a 14.8 PCI value drop; these
results can be compared to the Existing and Maintain budget scenarios to identify the most common -
sense solution to sustaining the City’s pavement asset.
Figure 7 – Resulting Conditions based on Do Nothing Budget Projection
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Also, the annual deferred maintenance total decreases from $8.6 million to $23.7 at the end of the
seven years. If this model was in effect, the decrease in PCI below 75 would disqualify the City for OCTA
funding benefits (Local Match Reduction program).
Additionally, with OCTA now implementing the Local Match Reduction program, it will be essential for
Seal Beach to produce and demonstrate “measurable PCI improvement” and/or a weighted average PCI
greater than 75. OCTA has produced the “Countywide Pavement Management Program, Guidelines
Manual” for PMP use (January 2016). Seal Beach will need to demonstrate the following in order to
obtain a local match reduction of 10%:
Show measurable improvement of paved road conditions during the previous reporting
period defined (every two years for Arterials and every six years for Locals) as an overall
weighted (by area) average system improvement of one PCI point
No reduction in the overall weighted PCI in the Master Plan of Arterial Highway (MPAH) and
Local street categories (compliant)
This report is efficient to meet OCTA requirements
PAVEMENT MANAGEMENT SYSTEM REPORTS
In addition to the annual budget scenario, this report contains a comprehensive and complementary
assemblage of pavement management reports ranging from summary reports to annual maintenance
and rehabilitation schedules (Forecasted Maintenance Report, Section IV). Collectively as well as
individually, the reports represent reasonable projections of pavement maintenance needs and
performance based on visual condition assessments, unit cost estimates, and pavement deterioration
models.
It is important to note that pavement segment dimensions and surface area (recorded during 2004-
2016 inspections, along with the action and repair costs, as presented within reports are accurate
within tolerable limits. This is noteworthy due to the "implied" accuracy of reporting length and width
to the nearest foot, surface area to the nearest square foot, and action and repair unit costs and project
estimates to the nearest penny and dollar, respectively.
NEXT STEPS
As with any infrastructure management software program, time investments need to be made by key
Public Works staff to maintain the integrity of the data as well as the accuracy. Bucknam will be
performing training sessions in the use of the MicroPAVER system and how to generate standard
maintenance reports to assist City staff in developing condition reports, yearly budgets, project level
analysis, and CIP projections. This will be key to future staff management of the pavement program and
reporting. City personnel need to maintain their commitment to the preventive maintenance system,
while working toward reducing the City's present backlog of rehabilitation projects.
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In order to ensure that report outputs are accurate and credible, it is essential that the integrity of all
data files be maintained. This will require performing all necessary updates when changes are made to
scheduling scenarios, unit cost information, historical data, etc. In addition, the entire pavement
network will have to be re-inventoried at regular intervals. This will not only allow work to be
scheduled based on the most current condition data available, but will provide City personnel with a
means to monitor actual rates of pavement deterioration so appropriate modifications can be made to
the system curves. To be compliant with the OCTA Measure M2 requirements, the City must generate a
biennial Arterial and Collector (MPAH) network pavement management report indicating condition
ratings and associated budgets. Locals are required to be reported on every six years. We
recommended that Local inspections be performed every two years in order to monitor section
deterioration (33% of the network every two years).
Bucknam will be supporting the City with staff level support to assist in the continuous updates with the
MicroPAVER system. This will include work history updates, generating reports from the system, unit
cost updates, and future inspections. The Seal Beach MicroPAVER database has been provided to the
City and installed on the necessary workstations/server.
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CONDITION DISTRIBUTION REPORT
This report depicts the distribution of the pavement condition throughout the street network and its
functional classes by section mileage.
The PCI rating scale ranges from “Very Good” to “Very Poor”, with a “Very Good” condition
corresponding to a pavement at the beginning of its life cycle, and a “Very Poor” condition representing
a badly deteriorated pavement with virtually no remaining life.
The table below shows the general description for each pavement condition:
Condition Description – PCI Range - Description
Very Good (86-100) - Minor to low distress, no significant distress. Little distress, with the
exception of utility patches in good condition, or slight hairline cracks; may
be slightly weathered
Good (75-85) - Slight to moderately weathered, slight distress, possibly patching
(City of Seal Beach citywide weighted average PCI is 84.4).
Fair (60-74) - Severely weathered or slight to moderate levels of distress, generally
limited to patches and non-load-related cracking.
Poor (41-59) - Moderate to severe distresses including load-related types, such as
alligator cracking.
Very Poor (0-40) - Severely distressed, large quantities of distortion or alligator cracking.
Failure of the pavement, distress has surpassed tolerable rehabilitation
limits.
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CALCULATION OF PCI
In order to calculate a Pavement Condition Index (PCI) value within MicroPAVER, specific street section
data needs to be inputted into MicroPAVER to define the survey limits, asphalt types, pavement age
and metrics.
Pavement “sections” are pavement segments within the defined branch that have consistent pavement
rankings, construction/maintenance histories and use. Representative inspection samples are then
selected and visually surveyed to locate distress data. This data is used to calculate the pavement
sections Pavement Condition Index (PCI) which includes distress type, extent of the distress and its
severity.
The PCI is a condition rating that ranges from 100 (pavement section that is in perfect condition) to 0
for a section that has structurally failed and deteriorated dramatically. The PCI is calculated from three
major data entries from our inspectors:
1. Distress Type (one of 20 AC or 19 PCC types shown on the MicroPAVER inspection forms)
2. Distress Quantity (the square footage, length or count of a specific distress)
3. Distress Severity (the level of severity determined for each distress found; low, medium or
high)
Figure 8 – PCI Calculation Worksheet
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Figure 9 – MPAH Condition Distribution
Figure 10 – Local Condition Distribution
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Final Report – June 8, 2016 Section III
SECTION III
PAVEMENT CONDITION INDEX REPORT
A. PCI Map
B. Rank – Name A to Z
C. Rank - PCI Order
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Final Report – June 8, 2016 Section III
PAVEMENT CONDITION INDEX REPORT
Listed alphabetically by street name or PCI, this report provides the City with a listing of pertinent
inventory and pavement condition data for each inventory unit within the City's pavement network.
The Pavement Condition Index (PCI) Report notes the names, limits, classification, dimension, surface
type, and lane configuration of each inventory unit.
Detailed descriptions of the information appearing on this report are presented below:
BRANCH NAME - The name of each inventory unit appears in this column. Generally, the inventory unit
name is taken directly from a street sign; however, where no street signs are posted, the name
appearing on the network map is noted instead. A sample set of street name suffix abbreviation
definitions is presented below:
AV - Avenue CT - Court CIR - Circle BLVD - Boulevard
DR - Drive LN - Lane RD - Road HWY - Highway
ST - Street WAY - Way EB - East Bound F – Frontage Road
NB - North Bound SB - South Bound WB - West Bound TER – Terrace
PL - Place
FROM - A description of the beginning limit of each inventory unit appears in this column. If the
beginning limit exists between intersections, then the beginning limit description may be an address,
post mile marker, or a distance from a known point of reference (e.g., "500' N/MAIN ST").
TO - A description of the ending limit of each inventory unit appears in this column. Like BEGIN limit,
the END limit description may consist of a street name, an address, or a distance from a known point of
reference. In the case of cul-de-sacs, or dead-ends, the END limit consists of and address, or a
directional reference, such as "NORTH END," when no address is available.
RANK - The codes for the five functional classifications as the inventory unit appears in this column are
represented below. Basically, units are classified according to traffic volume.
CODE DESCRIPTION
A Principal Arterial
C Collector
E Local
SURFACE - A code was assigned to each inventory unit to describe surface type.
CODE DESCRIPTION
AC Asphalt Concrete
AAC Asphalt Concrete with AC Overlay Work History
PCC Concrete
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Final Report – June 8, 2016 Section III
LENGTH - The length of the section within each branch.
UNITS - The unit of measurement for the section length, typically linear feet (LF).
AREA - The area of each section within a branch.
UNITS - The unit of measurement for the section area, typically square feet (SF).
ZONE – Unique geographical area associated with street location (typically defined by maintenance
zones, Council Districts, Slurry Seal zone, etc.).
PCI - Pavement Condition Indices were calculated for inventory units based on severity and extent of
distress manifestations observed within the inventory unit. Ranging between 0 and 100, a PCI of "100"
corresponds to a pavement at the beginning of its life cycle, while a PCI of "0" corresponds to a badly
deteriorated pavement which is at or near the end of its life cycle.
PCI CLIMATE, LOAD AND OTHER – reflects “Section Extrapolated Distress”; these values are shown
within the Sample Distresses tab within the PCI window. Distresses are aggregated based on the type
and severity level. For random samples, distress quantities are adjusted to reflect the extrapolated
value based on the sections total area. Extrapolated distress deducts are classified as resulting from
Climate, Load and Other distresses. The Distress Classification portion of the tab shows the “percent”
of extrapolated distress deduct belonging to Climate, Load and Other (these %’s are shown within the
PCI reports herein). These values are beneficial in that they support the decision whether recommend
slurry seal, overlay or reconstruction project for street sections.
INSPECTION DATE – Represents the most recent inspection date performed on a given sections. PCI
shown is historical in value and may not indicate what “today’s” PCI is due to variance in time.
Pavement deterioration calculations can be performed on a section(s) to demonstrate a deteriorated
PCI based upon a new current date.
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Figure 11 – Seal Beach Pavement Condition Index (PCI) Map - 2016
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T
EL
E
C
T
R
I
C
A
V
S
B
8TH
S
T
7TH
S
T
4TH
S
T
CRESTVIEW AV
17T
H
S
T
10T
H
S
T
16T
H
S
T
BA
L
B
O
A
D
R
11T
H
S
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MAR
L
I
N
A
V
15T
H
S
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COASTLINE DR
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H
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C
T
R
I
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A
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N
B
AL E
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MAIN
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MARVISTA AV
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AL E
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SA
N
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AVA
L
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AL E/G
A
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3
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1ST ST
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A
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1
0
T
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S
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5
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S
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7TH
S
T
12T
H
S
T
AL E
/
7
T
H
AL E
/
8
T
H
City of Seal Beach, CaPCI MAP : SOUTHWEST SECTOR
Legend
PCI
centerline
RANGE
86 - 100
75 - 85
65 - 74
41 - 55
0 - 40 µ
Pavement Management Program 2016
Bucknam Infrastructure Group, Inc.June 2016
Source: City of Seal Beach centerlineCreated using: ArcMap v. 10.3.1
Pa
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LAMPSON AV
ELDER AV
ALMOND AV
FIR AV
BIRCHWOOD AV
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GUAVA AV
DOGWOOD AV
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CANDLEBERRY AV
HAZELNUT AV
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IRONWOOD AV
CANDLEBERRY AV
IRONWOOD AV
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FIR AV ELDER AV
GUAVA AV
FIR AVCA
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ALMOND AV
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City of Seal Beach, CaPCI MAP : NORTHEAST SECTOR
Legend
PCI
centerline
RANGE
86 - 100
75 - 85
65 - 74
41 - 55
0 - 40 µ
Pavement Management Program 2016
Bucknam Infrastructure Group, Inc.June 2016
Source: City of Seal Beach centerlineCreated using: ArcMap v. 10.3.1
Pa
g
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DRAFT City of Seal Beach, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name (A to Z)
BranchID SectionID Name From To Length Width Area Rank MPAH Type Lanes ZONE PCI PCI Pct Climate PCI Pct Load PCI Pct Other Insp. Date
MPAH
09 019 1ST ST OCEAN AV MARINA DR 887 40 35,480 A MPAH AC 2 1 96 100 0 0 1/20/16
09 021 1ST ST PCH 597' NE/PCH 597 24 14,328 A MPAH AC 2 1 56 55 35 10 1/21/16
09 0258 1ST ST MARINA DR PCH 2,172 23 49,956 A MPAH AC 2 1 48 47 50 3 1/21/16
09 0259 1ST ST PCH MARINA DR 2,172 22 47,784 A MPAH AC 2 1 59 48 40 12 1/21/16
031 051 BOLSA AV SEAL BEACH BL BALBOA DR 1,985 37 73,445 C MPAH AC 2 2 95 100 0 0 1/14/16
031 052 BOLSA AV BALBOA DR PCH 993 37 36,741 C MPAH AC 2 2 53 40 51 9 1/14/16
062 098 ELECTRIC AV 5TH ST CORSAIR WY 510 37 18,870 C MPAH AC 2 1 100 0 0 0 1/20/16
062 099 ELECTRIC AV CORSAIR WY CDS 380 33 13,640 C MPAH AC 2 1 86 91 0 9 1/20/16
062 0100 ELECTRIC AV SEAL BEACH BL END 190 34 6,460 C MPAH AC 2 1 94 40 15 45 1/20/16
063 0101 ELECTRIC AV NB MAIN ST 6TH ST 960 27 25,920 C MPAH AC 1 1 43 12 77 11 1/20/16
063 0102 ELECTRIC AV NB SEAL BEACH BL 14TH ST 820 27 22,140 C MPAH AAC 1 1 93 41 0 59 1/20/16
063 0103 ELECTRIC AV NB 14TH ST MAIN ST 1,590 27 42,930 C MPAH AC 1 1 96 86 0 14 1/20/16
064 0104 ELECTRIC AV SB 6TH ST MAIN ST 910 25 22,750 C MPAH AC 1 1 66 29 56 15 1/20/16
064 0105 ELECTRIC AV SB SEAL BEACH BL 14TH ST 755 25 18,875 C MPAH AAC 1 1 94 50 0 50 1/20/16
064 0106 ELECTRIC AV SB 14TH ST MAIN ST 1,605 25 40,125 C MPAH AAC 1 1 43 16 66 18 1/20/16
086 316 LAMPSON AV HEATHER ST CANDLEBERRY AV 2,630 60 157,800 A MPAH AC 4 6 81 42 18 40 1/26/16
086 317 LAMPSON AV CANDLEBERY AV BASSWOOD ST 1,269 56 11,200 A MPAH AAC 5 6 87 32 0 68 3/29/16
086 318 LAMPSON AV BASSWOOD ST 735' E/O BASSWOOD ST 735 56 11,200 A MPAH AAC 5 6 82 66 17 17 1/5/16
086 319 LAMPSON AV 735' E/O BASSWOOD ST OLD RANCH PLAZA 1,903 56 11,200 A MPAH AAC 5 6 85 64 0 36 1/5/16
086 320 LAMPSON AV OLD RANCH PLAZA SEAL BEACH BLVD 746 56 11,200 A MPAH AAC 5 6 71 43 25 32 1/5/16
086 321 LAMPSON AV CITY LIMIT ROSE ST 1,781 60 96,300 A MPAH AC 4 6 91 86 0 14 1/26/16
086 335 LAMPSON AV ROSE ST HEATHER ST 1,582 60 87,306 A MPAH AC 4 6 95 78 0 22 1/26/16
090 0150 MARINA DR PCH 6TH ST 629 61 38,369 C MPAH AC 3 1 13 20 80 0 1/20/16
090 0151 MARINA DR 6TH ST 1ST ST 1,650 50 82,500 C MPAH AC 2 1 67 40 49 11 1/26/16
090 0304 MARINA DR 1ST ST CITY LIMIT 965 50 45,520 C MPAH AC 2 1 82 32 40 28 1/26/16
0100 0165 OLD RANCH PARKWAY SEAL BEACH BL 200' W/ SEAL BEACH BL 520 48 24,960 A MPAH AC 3 3 39 34 52 14 1/5/16
0100 0166 OLD RANCH PARKWAY 200' W/ SEAL BEACH 720' W/ SEAL BEACH 200 64 12,800 A MPAH AC 4 3 34 32 68 0 1/5/16
0100 0167 OLD RANCH PARKWAY 720' W/ SEAL BEACH 22 FWY 1,030 34 37,520 A MPAH AC 2 3 25 24 52 24 1/5/16
0115 0184 SEAL BEACH BL ELECTRIC AV PCH 1,510 40 60,400 A MPAH AC 2 1 82 33 15 52 1/20/16
0115 0186 SEAL BEACH BL PCH BOLSA AV 1,640 97 159,080 A MPAH AAC 6 6 94 40 0 60 1/20/16
0115 0190 SEAL BEACH BL OLD RANCH PKY LAMPSON AV 833 89 74,137 A MPAH AC 6 6 92 65 0 35 1/5/16
0115 0191 SEAL BEACH BL LAMPSON AV ST. CLOUD DR 915 77 70,455 A MPAH AC 6 6 90 50 0 50 1/5/16
0115 0192 SEAL BEACH BL ST. CLOUD DR PLYMOUTH DR 1,491 77 114,807 A MPAH AC 6 6 91 41 0 59 1/5/16
0115 0193 SEAL BEACH BL PLYMOUTH DR CITY LIMIT 1,040 97 100,880 A MPAH AC 6 6 91 45 0 55 1/5/16
0115 322 SEAL BEACH BL BOLSA AV HERON POINTE 2,062 99 204,138 A MPAH AC 2 6 97 100 0 0 1/26/16
0115 323 SEAL BEACH BL HERON POINTE ADOLFO LOPEZ DR 1,248 99 123,552 A MPAH AC 2 6 97 93 0 7 1/26/16
0115 324 SEAL BEACH BL ADOLFO LOPEZ DR APOLLO DR 579 98 56,742 A MPAH AC 6 6 86 54 0 46 1/20/16
0115 325 SEAL BEACH BL APOLLO DR ROAD C 1,788 98 175,224 A MPAH AC 6 6 78 27 0 73 1/26/16
0115 326 SEAL BEACH BL ROAD C WESTMINSTER BL 1,551 98 151,998 A MPAH AC 6 6 77 51 12 37 1/26/16
0115 327 SEAL BEACH BL WESTMINSTER BL ST ANDREWS DR 1,010 95 95,950 A MPAH AC 6 6 71 61 9 30 1/26/16
0115 328 SEAL BEACH BL ST ANDREWS DR (N) GOLDEN RAIN RD 1,964 95 186,580 A MPAH AC 6 6 81 59 0 41 1/26/16
0115 329 SEAL BEACH BL (N) GOLDEN RAIN RD FWY 405 SOUTH 1,527 95 145,065 A MPAH AC 6 6 89 45 36 19 3/29/16
0115 330 SEAL BEACH BL FWY 405 SOUTH OLD RANCH PARKWAY 1,858 95 176,510 A MPAH AC 6 6 93 23 0 77 1/26/16
0127 0208 WESTMINSTER BL CITY LIMIT APOLLO DR 1,451 79 102,419 A MPAH AC 4 6 49 52 16 32 1/26/16
0127 0209 WESTMINSTER BL BOLSA CHICA RD SEAL BEACH BL 10,610 72 763,920 A MPAH AC 4 6 95 24 0 76 1/8/16
PCI Climate, PCI Load and PCI Other values indicate
the % of "distress type" found within section samples Page 1 of 6
DRAFT City of Seal Beach, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name (A to Z)
BranchID SectionID Name From To Length Width Area Rank MPAH Type Lanes ZONE PCI PCI Pct Climate PCI Pct Load PCI Pct Other Insp. Date
0127 314 WESTMINSTER BL APOLLO DR 1467' E/O APOLLO DR 1,451 79 103,002 A MPAH AC 4 6 48 50 33 17 1/26/16
0127 315 WESTMINSTER BL 1467' E/O APOLLO DR SEAL BEACH BLVD 1,429 79 102,489 A MPAH AC 4 6 51 51 17 32 1/26/16
4,064,667
LOCALS
01 01 10TH ST ELECTRIC AV PCH 660 40 26,400 E LOCAL AC 2 1 94 76 0 24 1/20/16
01 02 10TH ST OCEAN AV ELECTRIC AV 950 40 38,000 E LOCAL AC 2 1 83 100 0 0 1/20/16
01 03 10TH ST SEAL WY OCEAN AV 210 25 5,250 E LOCAL AC 2 1 64 12 64 24 1/20/16
02 04 11TH ST ELECTRIC AV LANDING AV 210 37 7,770 E LOCAL AC 2 1 100 0 0 0 1/20/16
02 05 11TH ST SEAL WY OCEAN AV 210 25 5,250 E LOCAL AC 2 1 84 60 0 40 1/20/16
02 06 11TH ST OCEAN AV ELECTRIC AV 965 40 38,600 E LOCAL AC 2 1 94 100 0 0 1/26/16
03 07 12TH ST ELECTRIC AV PCH 860 37 31,820 C LOCAL AAC 2 1 95 90 0 10 1/20/16
03 08 12TH ST OCEAN AV ELECTRIC AV 810 40 32,400 E LOCAL PCC 2 1 98 100 0 0 1/6/16
03 09 12TH ST SEAL WY OCEAN AV 210 24 5,040 E LOCAL AC 2 1 78 29 54 17 1/20/16
04 010 13TH ST ELECTRIC AV PCH 1,013 21 21,273 E LOCAL AC 1 1 100 0 0 0 2/8/16
04 011 13TH ST OCEAN AV ELECTRIC AV 710 40 28,400 E LOCAL AC 2 1 92 100 0 0 1/20/16
04 012 13TH ST SEAL WY OCEAN AV 210 25 5,250 E LOCAL AC 2 1 76 28 59 13 1/20/16
05 013 14TH ST ELECTRIC AV PCH 1,010 21 21,210 E LOCAL AC 2 1 100 0 0 0 1/20/16
05 014 14TH ST OCEAN AV ELECTRIC AV 660 40 26,400 E LOCAL AC 2 1 88 22 0 78 1/20/16
05 015 14TH ST SEAL WY OCEAN AV 210 25 5,250 E LOCAL AC 2 1 57 6 69 25 1/20/16
06 016 15TH ST ELECTRIC AV PCH 1,110 21 23,310 E LOCAL AC 1 1 100 0 0 0 1/20/16
07 017 16TH ST ELECTRIC AV PCH 1,160 21 24,360 E LOCAL AC 2 1 51 71 29 0 1/20/16
08 018 17TH ST ELECTRIC AV PCH 1,260 21 26,460 E LOCAL AC 1 1 58 71 29 0 1/20/16
09 0332 1ST ST END OCEAN AVE 403 40 16,120 A LOCAL AC 2 1 99 100 0 0 1/26/16
010 022 2ND ST OCEAN AV CENTRAL AV 860 40 34,400 E LOCAL AC 2 1 91 70 30 0 1/20/16
010 334 2ND ST CENTRAL AV MARINA DR 105 40 4,200 E LOCAL AC 2 1 96 100 0 0 1/26/16
011 023 3RD ST OCEAN AV CENTRAL AV 760 40 30,400 E LOCAL AC 2 1 89 28 0 72 1/20/16
012 024 4TH ST OCEAN AV MARINA DR 1,200 40 48,000 E LOCAL AC 2 1 87 30 0 70 1/20/16
013 025 5TH ST MARINA DR PCH 660 60 39,600 C LOCAL AC 4 1 80 24 0 76 1/20/16
013 026 5TH ST OCEAN AV MARINA DR 1,400 40 56,000 E LOCAL AC 2 1 79 74 0 26 1/20/16
014 027 6TH ST OCEAN AV ELECTRIC AV 1,300 40 52,000 E LOCAL AAC 2 1 97 11 0 89 3/29/16
014 333 6TH ST (S) ELECTRIC AV MARINA DR 195 40 7,800 E LOCAL AAC 2 1 86 21 40 39 1/26/16
015 028 7TH ST ELECTRIC AV MARINA DR 210 40 8,400 E LOCAL AAC 2 1 96 100 0 0 1/20/16
015 029 7TH ST OCEAN AV ELECTRIC AV 1,280 40 51,200 E LOCAL AAC 2 1 96 100 0 0 1/20/16
016 030 8TH ST ELECTRIC AV PCH 460 40 18,400 E LOCAL AAC 2 1 97 100 0 0 1/20/16
016 031 8TH ST OCEAN AV ELECTRIC AV 1,150 40 46,000 E LOCAL AAC 2 1 97 100 0 0 1/20/16
017 032 ADOLFO LOPEZ DR END 425 E/SEAL BEACH BL 800 60 48,000 E LOCAL AAC 2 6 83 31 0 69 1/20/16
017 033 ADOLFO LOPEZ DR SEAL BEACH BL 425 W/SEAL BEACH BL 425 60 25,500 E LOCAL AAC 2 6 62 65 0 35 1/20/16
018 034 AGUA PL MARLIN AV CDS 220 27 7,040 E LOCAL AAC 2 5 91 100 0 0 1/14/16
019 035 ALMOND AV DAISY ST ASTER ST 1,950 36 70,200 C LOCAL AC 2 3 100 0 0 0 2/8/16
019 036 ALMOND AV VIOLET ST ROSE CR 765 37 28,305 C LOCAL AC 2 3 98 100 0 0 1/7/16
019 037 ALMOND AV ROSE CR OLEANDER ST 705 37 26,085 C LOCAL AC 2 3 91 100 0 0 1/7/16
019 0311 ALMOND AV IRIS CR DAISY ST 975 36 35,100 C LOCAL AC 2 3 89 16 0 84 1/7/16
019 0312 ALMOND AV OLEANDER ST IRIS CR 1,120 36 40,320 C LOCAL AC 2 3 90 70 0 30 1/7/16
020 038 ASTER ST ALMOND AV BIRCHWOOD AV 1,239 37 45,843 E LOCAL AAC 2 3 90 54 0 46 1/6/16
020 039 ASTER ST BIRCHWOOD AV CANDLEBERRY AV 206 37 7,622 E LOCAL AAC 2 3 93 38 0 62 1/6/16
PCI Climate, PCI Load and PCI Other values indicate
the % of "distress type" found within section samples Page 2 of 6
DRAFT City of Seal Beach, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name (A to Z)
BranchID SectionID Name From To Length Width Area Rank MPAH Type Lanes ZONE PCI PCI Pct Climate PCI Pct Load PCI Pct Other Insp. Date
021 040 AVALON DR CATALINA AV END 430 33 14,190 E LOCAL AC 2 2 91 100 0 0 1/14/16
022 041 BALBOA DR BOLSA AV CATALINA AV 1,060 37 39,220 C LOCAL AC 2 2 100 0 0 0 1/14/16
022 042 BALBOA DR PCH BOLSA AV 660 37 24,420 E LOCAL AC 2 2 90 100 0 0 1/14/16
023 043 BANYAN AV CAMELIA ST COLUMBINE ST 600 33 19,800 E LOCAL AC 2 3 71 22 61 17 1/8/16
024 044 BASSWOOD ST ASTER ST LAMPSON AV 410 36 14,760 C LOCAL AC 2 3 98 100 0 0 1/5/16
026 046 BAYOU WY BAYSIDE DR HARBOR WY 630 33 20,790 E LOCAL AAC 2 2 91 100 0 0 1/14/16
025 045 BAYSIDE DR BOLSA AV CRESTVIEW AV 1,410 33 46,530 E LOCAL AC 2 2 89 100 0 0 1/14/16
027 047 BEACHCOMBER DR BOLSA AV SEA BREEZE DR 1,160 33 38,280 E LOCAL AAC 2 2 94 100 0 0 1/14/16
028 048 BERYL COVE WY EMERALD COVE WY MARLIN AV 360 33 11,880 E LOCAL AC 2 5 91 100 0 0 1/14/16
029 049 BIRCHWOOD AV DAISY ST ASTER ST 1,650 33 54,450 E LOCAL AAC 2 3 90 68 25 7 1/7/16
029 0313 BIRCHWOOD AV OLEANDER ST DAISY ST 1,950 33 64,350 E LOCAL AAC 2 3 88 69 29 2 1/7/16
030 050 BLUEBELL ST ALMOND AV BIRCHWOOD AV 710 33 23,430 E LOCAL AC 2 3 72 19 66 15 1/7/16
032 053 CAMELIA ST ALMOND AV BANYAN AV 590 33 19,470 E LOCAL AC 2 3 77 46 51 3 1/8/16
033 054 CANDLEBERRY AV FUCHSIA ST ASTER AV 1,730 36 62,280 E LOCAL AAC 2 3 91 63 0 37 1/6/16
033 055 CANDLEBERRY AV MARIGOLD ST FUCHSIA ST 1,560 37 57,720 E LOCAL AAC 2 3 95 100 0 0 1/8/16
033 056 CANDLEBERRY AV WISTERIA ST OLEANDER ST 1,660 33 54,780 E LOCAL AC 2 3 86 33 66 1 3/29/16
033 0303 CANDLEBERRY AV ASTER ST LAMPSON AV 365 36 13,140 E LOCAL AAC 2 3 94 40 0 60 1/6/16
036 059 CARAVEL WY MARINA DR CORSAIR WY 360 37 13,320 E LOCAL AC 2 1 96 91 0 9 1/20/16
034 057 CARMEL AV SURF PL COASTLINE DR 360 37 13,320 E LOCAL AAC 2 2 90 91 0 9 1/14/16
035 058 CARNATION CR ALMOND AV CDS 230 33 8,840 E LOCAL AC 2 3 83 28 56 16 1/8/16
037 060 CATALINA AV BALBOA DR COASTLINE DR 1,910 37 70,670 E LOCAL AC 2 2 90 100 0 0 1/14/16
037 061 CATALINA AV SEA BREEZE DR BALBOA DR 1,160 37 42,920 E LOCAL AC 2 2 88 100 0 0 1/26/16
037 0308 CATALINA AV SEA BREEZE DR CDS 1,330 37 49,760 E LOCAL AC 2 2 91 100 0 0 1/26/16
038 062 CENTRAL AV MAIN ST 12TH ST 860 40 34,400 C LOCAL AAC 2 1 97 100 0 0 1/20/16
038 063 CENTRAL AV 1ST ST 2ND ST 260 20 5,200 C LOCAL AAC 1 1 93 56 0 44 1/20/16
038 064 CENTRAL AV 2ND ST 6TH ST 1,265 40 50,600 C LOCAL AAC 2 1 95 100 0 0 1/26/16
038 0252 CENTRAL AV 6TH ST MAIN ST 950 40 38,000 C LOCAL AAC 2 1 97 100 0 0 1/26/16
039 065 CENTRAL WY 2ND ST 1ST ST 260 40 10,400 E LOCAL AC 2 1 94 95 0 5 1/20/16
039 066 CENTRAL WY 4TH ST 2ND ST 560 38 21,280 E LOCAL AC 2 1 91 69 0 31 1/20/16
039 067 CENTRAL WY 5TH ST 4TH ST 260 38 9,880 E LOCAL AC 2 1 95 100 0 0 1/20/16
040 068 CLIPPER WY CARAVEL WY ELECTRIC AV 910 33 30,030 E LOCAL AC 2 1 96 100 0 0 1/20/16
041 069 CLOVER CR ALMOND AV CDS 130 33 5,540 E LOCAL AC 2 3 93 98 2 0 1/8/16
042 070 COASTLINE DR CARMEL AV CDS 480 27 14,110 E LOCAL AC 2 2 90 100 0 0 1/14/16
042 071 COASTLINE DR MARVISTA DR CARMEL DR 455 33 15,015 E LOCAL AC 2 2 90 100 0 0 1/26/16
042 0305 COASTLINE DR BALBOA DR MARVISTA DR 1,850 33 61,050 E LOCAL AC 2 2 91 100 0 0 1/26/16
044 073 COLLEGE PARK DR (N) YALE LN (S) HARVARD LN 1,741 37 64,417 C LOCAL AC 2 4 92 65 0 35 1/8/16
044 074 COLLEGE PARK DR (S) HARVARD LN CITY LIMIT 940 44 27,810 C LOCAL AC 2 4 84 36 57 7 1/8/16
044 337 COLLEGE PARK DR (N) HARVARD LN (N) YALE LN 940 37 34,780 C LOCAL AC 2 4 92 100 0 0 1/8/16
043 072 COLUMBINE ST ALMOND AV BANYAN AV 210 33 6,930 E LOCAL AC 2 3 78 25 71 4 1/8/16
045 075 CORAL PL CDS BAYSIDE DR 230 27 7,310 E LOCAL AC 2 2 89 96 0 4 1/14/16
046 076 CORSAIR WY CARAVEL WY SCHOONER WY 1,020 33 33,660 E LOCAL AC 2 1 94 95 0 5 1/20/16
047 077 CREST DR CATALINA AV CRESTVIEW AV 210 33 6,930 E LOCAL AAC 2 2 89 66 0 34 1/14/16
048 078 CRESTVIEW AV CATALINA AV BAYSIDE DR 1,130 33 37,290 E LOCAL AAC 2 2 90 100 0 0 1/26/16
048 0309 CRESTVIEW AV BAYSIDE DR CREST DR 1,130 33 37,290 E LOCAL AAC 2 2 90 95 0 5 1/26/16
048 0310 CRESTVIEW AV CREST DR AVALON DR 925 33 30,525 E LOCAL AAC 2 2 91 100 0 0 1/26/16
049 079 CRYSTAL COVE WY MARBLE COVE WY OPAL COVE WY 520 33 17,160 E LOCAL AAC 2 5 91 100 0 0 1/14/16
050 080 CRYSTAL PL CRYSTAL COVE WY CDS 240 27 7,530 E LOCAL AC 2 5 93 100 0 0 1/14/16
PCI Climate, PCI Load and PCI Other values indicate
the % of "distress type" found within section samples Page 3 of 6
DRAFT City of Seal Beach, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name (A to Z)
BranchID SectionID Name From To Length Width Area Rank MPAH Type Lanes ZONE PCI PCI Pct Climate PCI Pct Load PCI Pct Other Insp. Date
051 081 DAFFODIL CR ALMOND AV CDS 230 33 8,840 E LOCAL AC 2 3 77 25 75 0 1/8/16
052 082 DAHLIA DR ALMOND AV CDS 230 33 8,840 E LOCAL AC 2 3 75 30 68 2 1/8/16
053 083 DAISY CR FIR AV CDS 230 33 8,840 E LOCAL AC 2 3 57 42 57 1 1/6/16
054 084 DAISY ST ALMOND AV BIRCHWOOD AV 410 33 13,530 E LOCAL AC 2 3 54 12 74 14 1/8/16
054 085 DAISY ST CANDLEBERRY AV DOGWOOD AV 210 33 6,930 E LOCAL AC 2 3 67 14 52 34 1/6/16
055 086 DARTMOUTH CR HARVARD LN CDS 180 34 8,120 E LOCAL AC 2 4 78 10 63 27 3/29/16
056 087 DOGWOOD AV DAISY ST IRONWOOD AV 1,470 33 48,510 E LOCAL AC 2 3 80 40 34 26 3/29/16
056 088 DOGWOOD AV MARIGOLD ST FUCHSIA ST 1,520 33 50,160 E LOCAL AC 2 3 73 32 57 11 1/8/16
056 089 DOGWOOD AV WISTERIA ST OLEANDER ST 1,710 33 56,430 E LOCAL AC 2 3 58 30 63 7 1/7/16
057 090 DOLPHIN AV SEAL WY OCEAN AV 226 24 5,424 E LOCAL AC 2 1 63 28 67 5 1/20/16
057 091 DOLPHIN AV OCEAN AV ELECTRIC AV 582 24 13,968 E LOCAL AC 1 1 90 96 0 4 1/20/16
058 092 DORY WY GALLEON WY SCHOONER WY 360 28 10,080 E LOCAL AC 2 2 93 100 0 0 1/20/16
059 093 DRIFTWOOD AV BALBOA DR COASTLINE DR 1,460 33 48,180 E LOCAL AAC 2 2 89 86 14 0 1/14/16
060 094 EBBTIDE PL COASTLINE PL CDS 230 27 7,410 E LOCAL AC 2 2 87 100 0 0 1/14/16
061 20 ELDER AV FUCHSIA ST IRONWOOD AV 1,500 36 54,000 E LOCAL AC 2 3 94 100 0 0 1/6/16
061 095 ELDER AV HEATHER ST FUCHSIA ST 520 36 18,720 E LOCAL AC 2 3 89 97 0 3 1/6/16
061 096 ELDER AV OLEANDER ST HEATHER ST 1,130 36 40,680 E LOCAL AC 2 3 79 87 0 13 1/6/16
061 097 ELDER AV VIOLET ST PRIMROSE ST 1,380 33 45,540 E LOCAL AC 2 3 80 78 0 22 1/7/16
065 0107 EMERALD COVE WY BERYL COVE WY JADE COVE WY 580 33 19,140 E LOCAL AC 2 5 90 100 0 0 1/14/16
066 0108 EMERALD PL EMERALD COVE WY CDS 230 27 7,460 E LOCAL AC 2 5 86 43 0 57 1/26/16
067 0109 FATHOM AV SILVER SHOALS AV BALBOA DR 810 33 26,730 E LOCAL AC 2 2 91 100 0 0 1/14/16
068 0110 FERN CR ALMOND AV CDS 230 33 8,840 E LOCAL AC 2 3 81 17 66 17 1/8/16
069 0111 FIR AV GOLDENROD ST IRONWOOD AV 1,460 33 48,180 E LOCAL AAC 2 3 94 78 0 22 3/29/16
069 0112 FIR AV ROSE ST HEATHER ST 1,260 33 41,580 E LOCAL AC 2 3 73 37 43 20 1/7/16
069 0113 FIR AV SUNFLOWER ST ROSE ST 330 33 10,890 E LOCAL AAC 2 3 97 100 0 0 1/7/16
069 0114 FIR AV WISTERIA ST SUNFLOWER ST 1,220 33 40,260 E LOCAL AAC 2 3 97 100 0 0 1/7/16
070 0115 FIR CR FIR AV CDS 130 60 8,900 E LOCAL AC 2 3 91 95 2 3 1/7/16
072 0117 FUCHSIA CR FIR AV CDS 330 33 12,140 E LOCAL AAC 2 3 93 95 0 5 1/6/16
071 0116 FUCHSIA ST BIRCHWOOD AV ELDER AV 640 33 21,120 E LOCAL AAC 2 3 92 60 40 0 3/29/16
073 0118 GALLEON WY ELECTRIC AV DORY WY 970 33 32,010 E LOCAL AC 2 1 75 18 0 82 1/20/16
097 0160 GATE RD SEAL BEACH BL 1857' W/O SEAL BEACH BL 1,857 42 77,994 E LOCAL AAC 2 6 89 29 0 71 1/26/16
097 0161 GATE RD 1857' W/O SEAL BEACH BL CDS 1,857 25 47,175 E LOCAL AAC 2 6 94 41 0 59 1/26/16
074 0119 GOLDENROD CR ALMOND AV CDS 230 33 8,840 E LOCAL AC 2 3 88 41 36 23 1/8/16
0139 0120 GOLDENROD ST ELDER AV CDS 610 33 21,380 E LOCAL AAC 2 3 86 77 0 23 1/6/16
075 0121 GUAVA AV IRONWOOD AV CDS 530 33 18,740 E LOCAL AC 2 3 96 68 0 32 3/29/16
075 0122 GUAVA AV PANSY ST HEATHER ST 1,360 33 44,880 E LOCAL AC 2 3 78 56 0 44 1/7/16
077 0124 HARBOR WY BAYSIDE DR BAYOU WY 760 33 25,080 E LOCAL AC 2 2 100 0 0 0 1/14/16
076 0123 HARVARD LN COLLEGE PARK DR OCCIDENTAL LN 1,063 37 39,331 E LOCAL AC 2 4 88 91 0 9 1/26/16
076 331 HARVARD LN OCCIDENTAL LN (N) COLLEGE PARK DR 1,289 37 47,693 E LOCAL AC 2 4 87 47 0 53 1/26/16
076 336 HARVARD LN (N) COLLEGE PARK DR CDS 992 37 37,804 E LOCAL AC 2 4 94 100 0 0 1/8/16
078 0125 HAZELNUT AV GUAVA AV HEATHER ST 1,210 33 39,930 E LOCAL AAC 2 3 90 65 0 35 1/6/16
078 0126 HAZELNUT AV HEATHER ST ROSE ST 1,610 33 53,130 E LOCAL AC 2 3 82 65 0 35 1/6/16
078 0127 HAZELNUT AV WISTERIA ST SUNFLOWER ST 1,310 33 43,230 E LOCAL AC 2 3 34 15 85 0 1/7/16
079 0128 HEATHER CR ALMOND AV CDS 230 33 8,840 E LOCAL AC 2 3 94 63 37 0 1/8/16
0135 0129 HEATHER ST HAZELNUT AV LAMPSON AV 490 37 18,130 E LOCAL AAC 2 3 77 46 34 20 1/6/16
0135 0130 HEATHER ST ELDER AV HAZELNUT AV 790 37 29,230 E LOCAL AC 2 3 90 100 0 0 1/6/16
080 0131 IRIS CR ALMOND AV CDS 230 33 8,840 E LOCAL AC 2 3 78 21 77 2 1/8/16
PCI Climate, PCI Load and PCI Other values indicate
the % of "distress type" found within section samples Page 4 of 6
DRAFT City of Seal Beach, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name (A to Z)
BranchID SectionID Name From To Length Width Area Rank MPAH Type Lanes ZONE PCI PCI Pct Climate PCI Pct Load PCI Pct Other Insp. Date
0136 0132 IRIS ST HAZELNUT AV IRONWOOD AV 226 32 7,232 E LOCAL AC 2 3 49 12 68 20 1/6/16
081 0133 IRONWOOD AV CANDLEBERRY AV ELDER AV 524 33 17,292 C LOCAL AC 2 3 98 100 0 0 1/6/16
081 0134 IRONWOOD AV ELDER AV HEATHER ST 1,967 33 64,911 C LOCAL AC 2 3 97 99 0 1 1/6/16
081 0135 IRONWOOD AV ROSE ST IRIS ST 1,420 33 46,860 C LOCAL AC 2 3 50 9 80 11 1/6/16
081 0136 IRONWOOD AV WISTERIA ST TULIP ST 322 37 11,914 C LOCAL AC 2 3 96 100 0 0 1/7/16
081 0137 IRONWOOD AV TULIP ST SUNFLOWER ST 1,020 37 37,740 C LOCAL AC 2 3 64 47 53 0 1/7/16
082 0138 ISLAND VIEW DR BOLSA AV SEA BREEZE DR 1,110 33 36,630 E LOCAL AAC 2 2 94 100 0 0 1/14/16
083 0139 JADE COVE WY EMERALD COVE WY MARLIN AV 360 33 11,880 E LOCAL AC 2 5 91 100 0 0 1/14/16
084 0140 JASMIN CR ALMOND AV CDS 230 33 8,840 E LOCAL AC 2 3 94 53 0 47 1/8/16
085 0141 LAGUNA PL MARLIN AV CDS 380 27 11,460 E LOCAL AC 2 5 91 100 0 0 1/14/16
087 0145 LANDING AV 12TH ST 11TH ST 260 42 10,920 E LOCAL AC 2 1 39 61 39 0 1/20/16
087 0146 LANDING AV SEAL BEACH BL 12TH ST 1,210 21 25,410 E LOCAL AC 2 1 95 0 0 100 1/20/16
088 0147 LOYOLA PLAZA COLLEGE PARK DR CDS 330 25 9,250 E LOCAL AC 2 4 80 74 26 0 1/8/16
089 0148 MAIN ST ELECTRIC AV PCH 690 55 37,950 C LOCAL AC 2 1 49 59 41 0 1/21/16
089 0149 MAIN ST OCEAN AV ELECTRIC AVE 1,190 57 67,830 C LOCAL AC 2 1 91 88 0 12 1/20/16
091 0152 MARBLE COVE WY CRYSTAL COVE WY MARLIN AV 360 33 11,880 E LOCAL AC 2 5 91 100 0 0 1/14/16
092 0153 MARIGOLD ST BIRCHWOOD AV CANDLEBERRY AV 160 33 5,280 E LOCAL AC 2 3 51 12 85 3 1/8/16
092 0154 MARIGOLD ST CANDLEBERRY AV DOGWOOD AV 160 33 5,280 E LOCAL AC 2 3 74 29 66 5 1/8/16
093 0155 MARINE AV ELECTRIC AV DOLPHIN AV 320 24 7,680 E LOCAL AC 1 1 89 93 0 7 1/20/16
094 0156 MARLIN AV SEAL BEACH BL BALBOA DR 1,610 37 59,570 E LOCAL AC 2 5 90 79 21 0 1/14/16
095 0157 MARVISTA AV CATALINA AV COASTLINE DR 1,610 33 53,130 E LOCAL AC 2 2 93 100 0 0 3/29/16
095 0158 MARVISTA AV COASTLINE DR PCH 123 36 4,428 E LOCAL AC 2 2 94 100 0 0 1/20/16
096 0159 NEPTUNE AV SEAL WY OCEAN AV 210 24 5,040 E LOCAL AC 2 1 90 42 58 0 1/20/16
098 0162 OCCIDENTAL DR STANFORD LN HARVARD LN 160 33 5,280 E LOCAL AC 2 4 77 16 64 20 1/8/16
099 0163 OCEAN AV 13TH ST MAIN ST 1,265 51 64,515 C LOCAL AC 2 1 80 88 12 0 1/26/16
099 0164 OCEAN AV MAIN ST 5TH ST 1,245 52 64,740 C LOCAL AC 2 1 79 80 20 0 1/26/16
099 0306 OCEAN AV ELECTRIC AV 13TH ST 1,300 51 66,300 C LOCAL AC 2 1 82 96 0 4 1/26/16
099 0307 OCEAN AV 5TH ST 1ST ST 1,240 52 64,480 C LOCAL AC 2 1 77 68 32 0 1/26/16
0101 0168 OLEANDER ST ALMOND AV FIR AV 1,320 36 47,520 E LOCAL AC 2 3 45 23 65 12 1/7/16
0102 0169 OPAL COVE WY CRYSTAL COVE WY MARLIN AV 360 33 11,880 E LOCAL AC 2 5 91 100 0 0 1/14/16
0113 0170 PANSY CR ALMOND AV CDS 430 33 15,440 E LOCAL AC 2 6 91 53 11 36 1/7/16
0103 0171 PANSY ST FIR AV GUAVA AV 160 33 5,280 E LOCAL AC 2 6 89 74 0 26 1/7/16
0106 0174 PRIMROSE CR ALMOND AV CDS 430 33 15,440 E LOCAL AC 2 3 91 74 0 26 1/7/16
0104 0172 PRIMROSE ST DOGWOOD AV ELDER AV 210 33 6,930 E LOCAL AC 2 3 92 50 14 36 1/7/16
0105 0173 PRINCETON CR HARVARD LN CDS 230 30 8,900 E LOCAL AC 2 4 70 34 66 0 1/8/16
0107 0175 PURDUE CR COLLEGE PARK DR CDS 68 27 3,836 E LOCAL AC 2 4 58 9 75 16 1/8/16
0108 0176 RIVIERA DR MARLIN AV BOLSA AV 560 31 17,360 E LOCAL AC 2 5 89 100 0 0 1/14/16
0137 0177 ROSE CR ALMOND AV CDS 430 33 15,440 E LOCAL AC 2 3 93 100 0 0 1/7/16
0109 0178 ROSE ST FIR AV HAZELNUT AV 390 37 14,430 C LOCAL AC 2 3 91 71 0 29 3/29/16
0109 0179 ROSE ST HAZELNUT AV LAMPSON AV 440 37 16,280 C LOCAL AC 2 3 96 83 0 17 3/29/16
0110 0180 ROSSMOOR CENTER WY SEAL BEACH BL WEST RD 864 30 25,920 C LOCAL AC 2 3 88 56 0 44 1/5/16
0110 0181 ROSSMOOR CENTER WY WEST RD MONTECITO RD 364 28 10,192 C LOCAL AC 2 3 88 57 0 43 1/5/16
0111 0182 SANDPIPER DR BOLSA AV TAPER DR 1,110 33 36,630 E LOCAL AC 2 1 97 100 0 0 1/14/16
0112 0183 SCHOONER WY GALLEON WY DORY WY 660 33 21,780 E LOCAL AC 2 1 87 100 0 0 1/20/16
0114 0185 SEA BREEZE DR BOLSA AV CATALINA AV 1,160 33 38,280 E LOCAL AC 2 2 94 100 0 0 1/14/16
0117 0194 SEAL WY 10TH ST 11TH ST 290 15 4,350 E LOCAL PCC 1 1 90 16 78 6 1/20/16
0117 0195 SEAL WY DOLPHIN AV 14TH ST 270 13 3,510 E LOCAL PCC 1 1 88 16 84 0 1/26/16
PCI Climate, PCI Load and PCI Other values indicate
the % of "distress type" found within section samples Page 5 of 6
DRAFT City of Seal Beach, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name (A to Z)
BranchID SectionID Name From To Length Width Area Rank MPAH Type Lanes ZONE PCI PCI Pct Climate PCI Pct Load PCI Pct Other Insp. Date
0117 0196 SEAL WY 12TH ST 11TH ST 300 12 3,600 E LOCAL PCC 1 1 100 0 0 0 1/26/16
0117 0247 SEAL WY 13TH ST 12TH ST 295 12 3,540 E LOCAL PCC 1 1 100 0 0 0 1/26/16
0117 0248 SEAL WY 14TH ST 13TH ST 295 12 3,540 E LOCAL PCC 1 1 100 0 0 0 1/26/16
0117 0249 SEAL WY NEPTUNE AV DOLPHIN AV 385 13 5,005 E LOCAL PCC 1 1 83 9 89 2 1/26/16
0117 0250 SEAL WY ELECTRIC AV NEPTUNE AV 505 13 6,565 E LOCAL PCC 1 1 82 9 91 0 1/26/16
0118 0197 SILVER SHOALS AV BOLSA AV FATHOM AV 300 33 9,900 E LOCAL AC 2 2 100 0 0 0 1/14/16
0119 0198 SOUTH SHORE DR BOLSA AV TAPER DR 1,060 33 34,980 E LOCAL AC 2 2 97 100 0 0 1/14/16
0120 0199 STANFORD LN COLLEGE PARK DR COLLEGE PARK DR 1,860 32 59,520 E LOCAL AC 2 3 82 28 15 57 1/8/16
0138 0200 SUNFLOWER CR ALMOND AV CDS 430 33 15,440 E LOCAL AC 2 1 98 85 0 15 1/7/16
0121 0201 SUNFLOWER ST FIR AV IRONWOOD AV 560 37 20,720 E LOCAL AC 2 3 42 24 69 7 1/7/16
0122 0202 SURF PL CATALINA AV CDS 480 33 16,940 E LOCAL AC 2 2 91 100 0 0 1/14/16
0123 0203 TAPER DR BOLSA AV CATALINA AV 1,110 33 36,630 E LOCAL AC 2 2 97 100 0 0 1/14/16
0124 0204 TEABERRY CR ALMOND AV CDS 430 33 15,440 E LOCAL AC 2 2 94 31 0 69 1/7/16
0125 0205 TULIP ST IRONWOOD AV LAMPSON AV 70 36 2,520 E LOCAL AAC 2 3 94 100 0 0 1/7/16
0126 0206 VIOLET ST ALMOND AV CANDLEBERRY AV 660 33 21,780 E LOCAL AC 2 3 85 34 25 41 1/7/16
0126 0207 VIOLET ST ELDER AV FIR AV 160 33 5,280 E LOCAL AC 2 3 43 12 78 10 1/7/16
0128 0210 WISTERIA ST DOGWOOD AV IRONWOOD AV 990 37 36,630 E LOCAL AC 2 3 78 42 46 12 3/29/16
0128 0211 WISTERIA ST DOGWOOD AV CDS 1,040 33 35,570 E LOCAL AC 2 3 80 49 44 7 3/29/16
0129 0212 YALE CR END YALE LN 130 48 6,240 E LOCAL AC 2 4 82 23 77 0 3/29/16
0130 0213 YALE LN (N) COLLEGE PARK DR (S) COLLEGE PARK DR 1,160 33 38,280 E LOCAL AC 2 4 77 55 45 0 1/8/16
5,327,374
PCI Climate, PCI Load and PCI Other values indicate
the % of "distress type" found within section samples Page 6 of 6
DRAFT City of Seal Beach, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
BranchID SectionID Name From To Length Width Area Rank MPAH Type Lanes ZONE PCI PCI Pct Climate PCI Pct Load PCI Pct Other Insp. Date
MPAH
090 0150 MARINA DR PCH 6TH ST 629 61 38,369 C MPAH AC 3 1 13 20 80 0 1/20/16
0100 0167 OLD RANCH PARKWAY 720' W/ SEAL BEACH 22 FWY 1,030 34 37,520 A MPAH AC 2 3 25 24 52 24 1/5/16
0100 0166 OLD RANCH PARKWAY 200' W/ SEAL BEACH 720' W/ SEAL BEACH 200 64 12,800 A MPAH AC 4 3 34 32 68 0 1/5/16
0100 0165 OLD RANCH PARKWAY SEAL BEACH BL 200' W/ SEAL BEACH BL 520 48 24,960 A MPAH AC 3 3 39 34 52 14 1/5/16
063 0101 ELECTRIC AV NB MAIN ST 6TH ST 960 27 25,920 C MPAH AC 1 1 43 12 77 11 1/20/16
09 0258 1ST ST MARINA DR PCH 2,172 23 49,956 A MPAH AC 2 1 48 47 50 3 1/21/16
064 0106 ELECTRIC AV SB 14TH ST MAIN ST 1,605 25 40,125 C MPAH AAC 1 1 43 16 66 18 1/20/16
0127 314 WESTMINSTER BL APOLLO DR 1467' E/O APOLLO DR 1,451 79 103,002 A MPAH AC 4 6 48 50 33 17 1/26/16
0127 0208 WESTMINSTER BL CITY LIMIT APOLLO DR 1,451 79 102,419 A MPAH AC 4 6 49 52 16 32 1/26/16
0127 315 WESTMINSTER BL 1467' E/O APOLLO DR SEAL BEACH BLVD 1,429 79 102,489 A MPAH AC 4 6 51 51 17 32 1/26/16
031 052 BOLSA AV BALBOA DR PCH 993 37 36,741 C MPAH AC 2 2 53 40 51 9 1/14/16
09 021 1ST ST PCH 597' NE/PCH 597 24 14,328 A MPAH AC 2 1 56 55 35 10 1/21/16
09 0259 1ST ST PCH MARINA DR 2,172 22 47,784 A MPAH AC 2 1 59 48 40 12 1/21/16
064 0104 ELECTRIC AV SB 6TH ST MAIN ST 910 25 22,750 C MPAH AC 1 1 66 29 56 15 1/20/16
090 0151 MARINA DR 6TH ST 1ST ST 1,650 50 82,500 C MPAH AC 2 1 67 40 49 11 1/26/16
086 320 LAMPSON AV OLD RANCH PLAZA SEAL BEACH BLVD 746 56 11,200 A MPAH AAC 5 6 71 43 25 32 1/5/16
0115 327 SEAL BEACH BL WESTMINSTER BL ST ANDREWS DR 1,010 95 95,950 A MPAH AC 6 6 71 61 9 30 1/26/16
0115 326 SEAL BEACH BL ROAD C WESTMINSTER BL 1,551 98 151,998 A MPAH AC 6 6 77 51 12 37 1/26/16
0115 325 SEAL BEACH BL APOLLO DR ROAD C 1,788 98 175,224 A MPAH AC 6 6 78 27 0 73 1/26/16
086 316 LAMPSON AV HEATHER ST CANDLEBERRY AV 2,630 60 157,800 A MPAH AC 4 6 81 42 18 40 1/26/16
0115 328 SEAL BEACH BL ST ANDREWS DR (N) GOLDEN RAIN RD 1,964 95 186,580 A MPAH AC 6 6 81 59 0 41 1/26/16
086 318 LAMPSON AV BASSWOOD ST 735' E/O BASSWOOD ST 735 56 11,200 A MPAH AAC 5 6 82 66 17 17 1/5/16
090 0304 MARINA DR 1ST ST CITY LIMIT 965 50 45,520 C MPAH AC 2 1 82 32 40 28 1/26/16
0115 0184 SEAL BEACH BL ELECTRIC AV PCH 1,510 40 60,400 A MPAH AC 2 1 82 33 15 52 1/20/16
086 319 LAMPSON AV 735' E/O BASSWOOD ST OLD RANCH PLAZA 1,903 56 11,200 A MPAH AAC 5 6 85 64 0 36 1/5/16
062 099 ELECTRIC AV CORSAIR WY CDS 380 33 13,640 C MPAH AC 2 1 86 91 0 9 1/20/16
0115 324 SEAL BEACH BL ADOLFO LOPEZ DR APOLLO DR 579 98 56,742 A MPAH AC 6 6 86 54 0 46 1/20/16
086 317 LAMPSON AV CANDLEBERY AV BASSWOOD ST 1,269 56 11,200 A MPAH AAC 5 6 87 32 0 68 3/29/16
0115 329 SEAL BEACH BL (N) GOLDEN RAIN RD FWY 405 SOUTH 1,527 95 145,065 A MPAH AC 6 6 89 45 36 19 3/29/16
0115 0191 SEAL BEACH BL LAMPSON AV ST. CLOUD DR 915 77 70,455 A MPAH AC 6 6 90 50 0 50 1/5/16
086 321 LAMPSON AV CITY LIMIT ROSE ST 1,781 60 96,300 A MPAH AC 4 6 91 86 0 14 1/26/16
0115 0193 SEAL BEACH BL PLYMOUTH DR CITY LIMIT 1,040 97 100,880 A MPAH AC 6 6 91 45 0 55 1/5/16
0115 0192 SEAL BEACH BL ST. CLOUD DR PLYMOUTH DR 1,491 77 114,807 A MPAH AC 6 6 91 41 0 59 1/5/16
0115 0190 SEAL BEACH BL OLD RANCH PKY LAMPSON AV 833 89 74,137 A MPAH AC 6 6 92 65 0 35 1/5/16
063 0102 ELECTRIC AV NB SEAL BEACH BL 14TH ST 820 27 22,140 C MPAH AAC 1 1 93 41 0 59 1/20/16
0115 330 SEAL BEACH BL FWY 405 SOUTH OLD RANCH PARKWAY 1,858 95 176,510 A MPAH AC 6 6 93 23 0 77 1/26/16
062 0100 ELECTRIC AV SEAL BEACH BL END 190 34 6,460 C MPAH AC 2 1 94 40 15 45 1/20/16
064 0105 ELECTRIC AV SB SEAL BEACH BL 14TH ST 755 25 18,875 C MPAH AAC 1 1 94 50 0 50 1/20/16
0115 0186 SEAL BEACH BL PCH BOLSA AV 1,640 97 159,080 A MPAH AAC 6 6 94 40 0 60 1/20/16
031 051 BOLSA AV SEAL BEACH BL BALBOA DR 1,985 37 73,445 C MPAH AC 2 2 95 100 0 0 1/14/16
086 335 LAMPSON AV ROSE ST HEATHER ST 1,582 60 87,306 A MPAH AC 4 6 95 78 0 22 1/26/16
0127 0209 WESTMINSTER BL BOLSA CHICA RD SEAL BEACH BL 10,610 72 763,920 A MPAH AC 4 6 95 24 0 76 1/8/16
09 019 1ST ST OCEAN AV MARINA DR 887 40 35,480 A MPAH AC 2 1 96 100 0 0 1/20/16
063 0103 ELECTRIC AV NB 14TH ST MAIN ST 1,590 27 42,930 C MPAH AC 1 1 96 86 0 14 1/20/16
PCI Climate, PCI Load and PCI Other values indicate
the % of "distress type" found within section samples Page 1 of 6
DRAFT City of Seal Beach, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
BranchID SectionID Name From To Length Width Area Rank MPAH Type Lanes ZONE PCI PCI Pct Climate PCI Pct Load PCI Pct Other Insp. Date
0115 323 SEAL BEACH BL HERON POINTE ADOLFO LOPEZ DR 1,248 99 123,552 A MPAH AC 2 6 97 93 0 7 1/26/16
0115 322 SEAL BEACH BL BOLSA AV HERON POINTE 2,062 99 204,138 A MPAH AC 2 6 97 100 0 0 1/26/16
062 098 ELECTRIC AV 5TH ST CORSAIR WY 510 37 18,870 C MPAH AC 2 1 100 0 0 0 1/20/16
4,064,667
LOCALS
078 0127 HAZELNUT AV WISTERIA ST SUNFLOWER ST 1,310 33 43,230 E LOCAL AC 2 3 34 15 85 0 1/7/16
087 0145 LANDING AV 12TH ST 11TH ST 260 42 10,920 E LOCAL AC 2 1 39 61 39 0 1/20/16
0121 0201 SUNFLOWER ST FIR AV IRONWOOD AV 560 37 20,720 E LOCAL AC 2 3 42 24 69 7 1/7/16
0126 0207 VIOLET ST ELDER AV FIR AV 160 33 5,280 E LOCAL AC 2 3 43 12 78 10 1/7/16
0101 0168 OLEANDER ST ALMOND AV FIR AV 1,320 36 47,520 E LOCAL AC 2 3 45 23 65 12 1/7/16
0136 0132 IRIS ST HAZELNUT AV IRONWOOD AV 226 32 7,232 E LOCAL AC 2 3 49 12 68 20 1/6/16
089 0148 MAIN ST ELECTRIC AV PCH 690 55 37,950 C LOCAL AC 2 1 49 59 41 0 1/21/16
081 0135 IRONWOOD AV ROSE ST IRIS ST 1,420 33 46,860 C LOCAL AC 2 3 50 9 80 11 1/6/16
07 017 16TH ST ELECTRIC AV PCH 1,160 21 24,360 E LOCAL AC 2 1 51 71 29 0 1/20/16
092 0153 MARIGOLD ST BIRCHWOOD AV CANDLEBERRY AV 160 33 5,280 E LOCAL AC 2 3 51 12 85 3 1/8/16
054 084 DAISY ST ALMOND AV BIRCHWOOD AV 410 33 13,530 E LOCAL AC 2 3 54 12 74 14 1/8/16
05 015 14TH ST SEAL WY OCEAN AV 210 25 5,250 E LOCAL AC 2 1 57 6 69 25 1/20/16
053 083 DAISY CR FIR AV CDS 230 33 8,840 E LOCAL AC 2 3 57 42 57 1 1/6/16
08 018 17TH ST ELECTRIC AV PCH 1,260 21 26,460 E LOCAL AC 1 1 58 71 29 0 1/20/16
056 089 DOGWOOD AV WISTERIA ST OLEANDER ST 1,710 33 56,430 E LOCAL AC 2 3 58 30 63 7 1/7/16
0107 0175 PURDUE CR COLLEGE PARK DR CDS 68 27 3,836 E LOCAL AC 2 4 58 9 75 16 1/8/16
017 033 ADOLFO LOPEZ DR SEAL BEACH BL 425 W/SEAL BEACH BL 425 60 25,500 E LOCAL AAC 2 6 62 65 0 35 1/20/16
057 090 DOLPHIN AV SEAL WY OCEAN AV 226 24 5,424 E LOCAL AC 2 1 63 28 67 5 1/20/16
01 03 10TH ST SEAL WY OCEAN AV 210 25 5,250 E LOCAL AC 2 1 64 12 64 24 1/20/16
081 0137 IRONWOOD AV TULIP ST SUNFLOWER ST 1,020 37 37,740 C LOCAL AC 2 3 64 47 53 0 1/7/16
054 085 DAISY ST CANDLEBERRY AV DOGWOOD AV 210 33 6,930 E LOCAL AC 2 3 67 14 52 34 1/6/16
0105 0173 PRINCETON CR HARVARD LN CDS 230 30 8,900 E LOCAL AC 2 4 70 34 66 0 1/8/16
023 043 BANYAN AV CAMELIA ST COLUMBINE ST 600 33 19,800 E LOCAL AC 2 3 71 22 61 17 1/8/16
030 050 BLUEBELL ST ALMOND AV BIRCHWOOD AV 710 33 23,430 E LOCAL AC 2 3 72 19 66 15 1/7/16
056 088 DOGWOOD AV MARIGOLD ST FUCHSIA ST 1,520 33 50,160 E LOCAL AC 2 3 73 32 57 11 1/8/16
069 0112 FIR AV ROSE ST HEATHER ST 1,260 33 41,580 E LOCAL AC 2 3 73 37 43 20 1/7/16
092 0154 MARIGOLD ST CANDLEBERRY AV DOGWOOD AV 160 33 5,280 E LOCAL AC 2 3 74 29 66 5 1/8/16
052 082 DAHLIA DR ALMOND AV CDS 230 33 8,840 E LOCAL AC 2 3 75 30 68 2 1/8/16
073 0118 GALLEON WY ELECTRIC AV DORY WY 970 33 32,010 E LOCAL AC 2 1 75 18 0 82 1/20/16
04 012 13TH ST SEAL WY OCEAN AV 210 25 5,250 E LOCAL AC 2 1 76 28 59 13 1/20/16
032 053 CAMELIA ST ALMOND AV BANYAN AV 590 33 19,470 E LOCAL AC 2 3 77 46 51 3 1/8/16
051 081 DAFFODIL CR ALMOND AV CDS 230 33 8,840 E LOCAL AC 2 3 77 25 75 0 1/8/16
0135 0129 HEATHER ST HAZELNUT AV LAMPSON AV 490 37 18,130 E LOCAL AAC 2 3 77 46 34 20 1/6/16
098 0162 OCCIDENTAL DR STANFORD LN HARVARD LN 160 33 5,280 E LOCAL AC 2 4 77 16 64 20 1/8/16
099 0307 OCEAN AV 5TH ST 1ST ST 1,240 52 64,480 C LOCAL AC 2 1 77 68 32 0 1/26/16
0130 0213 YALE LN (N) COLLEGE PARK DR (S) COLLEGE PARK DR 1,160 33 38,280 E LOCAL AC 2 4 77 55 45 0 1/8/16
03 09 12TH ST SEAL WY OCEAN AV 210 24 5,040 E LOCAL AC 2 1 78 29 54 17 1/20/16
043 072 COLUMBINE ST ALMOND AV BANYAN AV 210 33 6,930 E LOCAL AC 2 3 78 25 71 4 1/8/16
055 086 DARTMOUTH CR HARVARD LN CDS 180 34 8,120 E LOCAL AC 2 4 78 10 63 27 3/29/16
075 0122 GUAVA AV PANSY ST HEATHER ST 1,360 33 44,880 E LOCAL AC 2 3 78 56 0 44 1/7/16
080 0131 IRIS CR ALMOND AV CDS 230 33 8,840 E LOCAL AC 2 3 78 21 77 2 1/8/16
PCI Climate, PCI Load and PCI Other values indicate
the % of "distress type" found within section samples Page 2 of 6
DRAFT City of Seal Beach, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
BranchID SectionID Name From To Length Width Area Rank MPAH Type Lanes ZONE PCI PCI Pct Climate PCI Pct Load PCI Pct Other Insp. Date
0128 0210 WISTERIA ST DOGWOOD AV IRONWOOD AV 990 37 36,630 E LOCAL AC 2 3 78 42 46 12 3/29/16
013 026 5TH ST OCEAN AV MARINA DR 1,400 40 56,000 E LOCAL AC 2 1 79 74 0 26 1/20/16
061 096 ELDER AV OLEANDER ST HEATHER ST 1,130 36 40,680 E LOCAL AC 2 3 79 87 0 13 1/6/16
099 0164 OCEAN AV MAIN ST 5TH ST 1,245 52 64,740 C LOCAL AC 2 1 79 80 20 0 1/26/16
013 025 5TH ST MARINA DR PCH 660 60 39,600 C LOCAL AC 4 1 80 24 0 76 1/20/16
056 087 DOGWOOD AV DAISY ST IRONWOOD AV 1,470 33 48,510 E LOCAL AC 2 3 80 40 34 26 3/29/16
061 097 ELDER AV VIOLET ST PRIMROSE ST 1,380 33 45,540 E LOCAL AC 2 3 80 78 0 22 1/7/16
088 0147 LOYOLA PLAZA COLLEGE PARK DR CDS 330 25 9,250 E LOCAL AC 2 4 80 74 26 0 1/8/16
099 0163 OCEAN AV 13TH ST MAIN ST 1,265 51 64,515 C LOCAL AC 2 1 80 88 12 0 1/26/16
0128 0211 WISTERIA ST DOGWOOD AV CDS 1,040 33 35,570 E LOCAL AC 2 3 80 49 44 7 3/29/16
068 0110 FERN CR ALMOND AV CDS 230 33 8,840 E LOCAL AC 2 3 81 17 66 17 1/8/16
078 0126 HAZELNUT AV HEATHER ST ROSE ST 1,610 33 53,130 E LOCAL AC 2 3 82 65 0 35 1/6/16
099 0306 OCEAN AV ELECTRIC AV 13TH ST 1,300 51 66,300 C LOCAL AC 2 1 82 96 0 4 1/26/16
0117 0250 SEAL WY ELECTRIC AV NEPTUNE AV 505 13 6,565 E LOCAL PCC 1 1 82 9 91 0 1/26/16
0120 0199 STANFORD LN COLLEGE PARK DR COLLEGE PARK DR 1,860 32 59,520 E LOCAL AC 2 3 82 28 15 57 1/8/16
0129 0212 YALE CR END YALE LN 130 48 6,240 E LOCAL AC 2 4 82 23 77 0 3/29/16
01 02 10TH ST OCEAN AV ELECTRIC AV 950 40 38,000 E LOCAL AC 2 1 83 100 0 0 1/20/16
017 032 ADOLFO LOPEZ DR END 425 E/SEAL BEACH BL 800 60 48,000 E LOCAL AAC 2 6 83 31 0 69 1/20/16
035 058 CARNATION CR ALMOND AV CDS 230 33 8,840 E LOCAL AC 2 3 83 28 56 16 1/8/16
0117 0249 SEAL WY NEPTUNE AV DOLPHIN AV 385 13 5,005 E LOCAL PCC 1 1 83 9 89 2 1/26/16
02 05 11TH ST SEAL WY OCEAN AV 210 25 5,250 E LOCAL AC 2 1 84 60 0 40 1/20/16
044 074 COLLEGE PARK DR (S) HARVARD LN CITY LIMIT 940 44 27,810 C LOCAL AC 2 4 84 36 57 7 1/8/16
0126 0206 VIOLET ST ALMOND AV CANDLEBERRY AV 660 33 21,780 E LOCAL AC 2 3 85 34 25 41 1/7/16
014 333 6TH ST (S) ELECTRIC AV MARINA DR 195 40 7,800 E LOCAL AAC 2 1 86 21 40 39 1/26/16
033 056 CANDLEBERRY AV WISTERIA ST OLEANDER ST 1,660 33 54,780 E LOCAL AC 2 3 86 33 66 1 3/29/16
066 0108 EMERALD PL EMERALD COVE WY CDS 230 27 7,460 E LOCAL AC 2 5 86 43 0 57 1/26/16
0139 0120 GOLDENROD ST ELDER AV CDS 610 33 21,380 E LOCAL AAC 2 3 86 77 0 23 1/6/16
012 024 4TH ST OCEAN AV MARINA DR 1,200 40 48,000 E LOCAL AC 2 1 87 30 0 70 1/20/16
060 094 EBBTIDE PL COASTLINE PL CDS 230 27 7,410 E LOCAL AC 2 2 87 100 0 0 1/14/16
076 331 HARVARD LN OCCIDENTAL LN (N) COLLEGE PARK DR 1,289 37 47,693 E LOCAL AC 2 4 87 47 0 53 1/26/16
0112 0183 SCHOONER WY GALLEON WY DORY WY 660 33 21,780 E LOCAL AC 2 1 87 100 0 0 1/20/16
05 014 14TH ST OCEAN AV ELECTRIC AV 660 40 26,400 E LOCAL AC 2 1 88 22 0 78 1/20/16
029 0313 BIRCHWOOD AV OLEANDER ST DAISY ST 1,950 33 64,350 E LOCAL AAC 2 3 88 69 29 2 1/7/16
037 061 CATALINA AV SEA BREEZE DR BALBOA DR 1,160 37 42,920 E LOCAL AC 2 2 88 100 0 0 1/26/16
074 0119 GOLDENROD CR ALMOND AV CDS 230 33 8,840 E LOCAL AC 2 3 88 41 36 23 1/8/16
076 0123 HARVARD LN COLLEGE PARK DR OCCIDENTAL LN 1,063 37 39,331 E LOCAL AC 2 4 88 91 0 9 1/26/16
0110 0180 ROSSMOOR CENTER WY SEAL BEACH BL WEST RD 864 30 25,920 C LOCAL AC 2 3 88 56 0 44 1/5/16
0110 0181 ROSSMOOR CENTER WY WEST RD MONTECITO RD 364 28 10,192 C LOCAL AC 2 3 88 57 0 43 1/5/16
0117 0195 SEAL WY DOLPHIN AV 14TH ST 270 13 3,510 E LOCAL PCC 1 1 88 16 84 0 1/26/16
011 023 3RD ST OCEAN AV CENTRAL AV 760 40 30,400 E LOCAL AC 2 1 89 28 0 72 1/20/16
019 0311 ALMOND AV IRIS CR DAISY ST 975 36 35,100 C LOCAL AC 2 3 89 16 0 84 1/7/16
025 045 BAYSIDE DR BOLSA AV CRESTVIEW AV 1,410 33 46,530 E LOCAL AC 2 2 89 100 0 0 1/14/16
045 075 CORAL PL CDS BAYSIDE DR 230 27 7,310 E LOCAL AC 2 2 89 96 0 4 1/14/16
047 077 CREST DR CATALINA AV CRESTVIEW AV 210 33 6,930 E LOCAL AAC 2 2 89 66 0 34 1/14/16
059 093 DRIFTWOOD AV BALBOA DR COASTLINE DR 1,460 33 48,180 E LOCAL AAC 2 2 89 86 14 0 1/14/16
061 095 ELDER AV HEATHER ST FUCHSIA ST 520 36 18,720 E LOCAL AC 2 3 89 97 0 3 1/6/16
097 0160 GATE RD SEAL BEACH BL 1857' W/O SEAL BEACH BL 1,857 42 77,994 E LOCAL AAC 2 6 89 29 0 71 1/26/16
PCI Climate, PCI Load and PCI Other values indicate
the % of "distress type" found within section samples Page 3 of 6
DRAFT City of Seal Beach, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
BranchID SectionID Name From To Length Width Area Rank MPAH Type Lanes ZONE PCI PCI Pct Climate PCI Pct Load PCI Pct Other Insp. Date
093 0155 MARINE AV ELECTRIC AV DOLPHIN AV 320 24 7,680 E LOCAL AC 1 1 89 93 0 7 1/20/16
0103 0171 PANSY ST FIR AV GUAVA AV 160 33 5,280 E LOCAL AC 2 6 89 74 0 26 1/7/16
0108 0176 RIVIERA DR MARLIN AV BOLSA AV 560 31 17,360 E LOCAL AC 2 5 89 100 0 0 1/14/16
019 0312 ALMOND AV OLEANDER ST IRIS CR 1,120 36 40,320 C LOCAL AC 2 3 90 70 0 30 1/7/16
020 038 ASTER ST ALMOND AV BIRCHWOOD AV 1,239 37 45,843 E LOCAL AAC 2 3 90 54 0 46 1/6/16
022 042 BALBOA DR PCH BOLSA AV 660 37 24,420 E LOCAL AC 2 2 90 100 0 0 1/14/16
029 049 BIRCHWOOD AV DAISY ST ASTER ST 1,650 33 54,450 E LOCAL AAC 2 3 90 68 25 7 1/7/16
034 057 CARMEL AV SURF PL COASTLINE DR 360 37 13,320 E LOCAL AAC 2 2 90 91 0 9 1/14/16
037 060 CATALINA AV BALBOA DR COASTLINE DR 1,910 37 70,670 E LOCAL AC 2 2 90 100 0 0 1/14/16
042 071 COASTLINE DR MARVISTA DR CARMEL DR 455 33 15,015 E LOCAL AC 2 2 90 100 0 0 1/26/16
042 070 COASTLINE DR CARMEL AV CDS 480 27 14,110 E LOCAL AC 2 2 90 100 0 0 1/14/16
048 0309 CRESTVIEW AV BAYSIDE DR CREST DR 1,130 33 37,290 E LOCAL AAC 2 2 90 95 0 5 1/26/16
048 078 CRESTVIEW AV CATALINA AV BAYSIDE DR 1,130 33 37,290 E LOCAL AAC 2 2 90 100 0 0 1/26/16
057 091 DOLPHIN AV OCEAN AV ELECTRIC AV 582 24 13,968 E LOCAL AC 1 1 90 96 0 4 1/20/16
065 0107 EMERALD COVE WY BERYL COVE WY JADE COVE WY 580 33 19,140 E LOCAL AC 2 5 90 100 0 0 1/14/16
078 0125 HAZELNUT AV GUAVA AV HEATHER ST 1,210 33 39,930 E LOCAL AAC 2 3 90 65 0 35 1/6/16
0135 0130 HEATHER ST ELDER AV HAZELNUT AV 790 37 29,230 E LOCAL AC 2 3 90 100 0 0 1/6/16
094 0156 MARLIN AV SEAL BEACH BL BALBOA DR 1,610 37 59,570 E LOCAL AC 2 5 90 79 21 0 1/14/16
096 0159 NEPTUNE AV SEAL WY OCEAN AV 210 24 5,040 E LOCAL AC 2 1 90 42 58 0 1/20/16
0117 0194 SEAL WY 10TH ST 11TH ST 290 15 4,350 E LOCAL PCC 1 1 90 16 78 6 1/20/16
010 022 2ND ST OCEAN AV CENTRAL AV 860 40 34,400 E LOCAL AC 2 1 91 70 30 0 1/20/16
018 034 AGUA PL MARLIN AV CDS 220 27 7,040 E LOCAL AAC 2 5 91 100 0 0 1/14/16
019 037 ALMOND AV ROSE CR OLEANDER ST 705 37 26,085 C LOCAL AC 2 3 91 100 0 0 1/7/16
021 040 AVALON DR CATALINA AV END 430 33 14,190 E LOCAL AC 2 2 91 100 0 0 1/14/16
026 046 BAYOU WY BAYSIDE DR HARBOR WY 630 33 20,790 E LOCAL AAC 2 2 91 100 0 0 1/14/16
028 048 BERYL COVE WY EMERALD COVE WY MARLIN AV 360 33 11,880 E LOCAL AC 2 5 91 100 0 0 1/14/16
033 054 CANDLEBERRY AV FUCHSIA ST ASTER AV 1,730 36 62,280 E LOCAL AAC 2 3 91 63 0 37 1/6/16
037 0308 CATALINA AV SEA BREEZE DR CDS 1,330 37 49,760 E LOCAL AC 2 2 91 100 0 0 1/26/16
039 066 CENTRAL WY 4TH ST 2ND ST 560 38 21,280 E LOCAL AC 2 1 91 69 0 31 1/20/16
042 0305 COASTLINE DR BALBOA DR MARVISTA DR 1,850 33 61,050 E LOCAL AC 2 2 91 100 0 0 1/26/16
048 0310 CRESTVIEW AV CREST DR AVALON DR 925 33 30,525 E LOCAL AAC 2 2 91 100 0 0 1/26/16
049 079 CRYSTAL COVE WY MARBLE COVE WY OPAL COVE WY 520 33 17,160 E LOCAL AAC 2 5 91 100 0 0 1/14/16
067 0109 FATHOM AV SILVER SHOALS AV BALBOA DR 810 33 26,730 E LOCAL AC 2 2 91 100 0 0 1/14/16
070 0115 FIR CR FIR AV CDS 130 60 8,900 E LOCAL AC 2 3 91 95 2 3 1/7/16
083 0139 JADE COVE WY EMERALD COVE WY MARLIN AV 360 33 11,880 E LOCAL AC 2 5 91 100 0 0 1/14/16
085 0141 LAGUNA PL MARLIN AV CDS 380 27 11,460 E LOCAL AC 2 5 91 100 0 0 1/14/16
089 0149 MAIN ST OCEAN AV ELECTRIC AVE 1,190 57 67,830 C LOCAL AC 2 1 91 88 0 12 1/20/16
091 0152 MARBLE COVE WY CRYSTAL COVE WY MARLIN AV 360 33 11,880 E LOCAL AC 2 5 91 100 0 0 1/14/16
0102 0169 OPAL COVE WY CRYSTAL COVE WY MARLIN AV 360 33 11,880 E LOCAL AC 2 5 91 100 0 0 1/14/16
0113 0170 PANSY CR ALMOND AV CDS 430 33 15,440 E LOCAL AC 2 6 91 53 11 36 1/7/16
0106 0174 PRIMROSE CR ALMOND AV CDS 430 33 15,440 E LOCAL AC 2 3 91 74 0 26 1/7/16
0109 0178 ROSE ST FIR AV HAZELNUT AV 390 37 14,430 C LOCAL AC 2 3 91 71 0 29 3/29/16
0122 0202 SURF PL CATALINA AV CDS 480 33 16,940 E LOCAL AC 2 2 91 100 0 0 1/14/16
04 011 13TH ST OCEAN AV ELECTRIC AV 710 40 28,400 E LOCAL AC 2 1 92 100 0 0 1/20/16
044 073 COLLEGE PARK DR (N) YALE LN (S) HARVARD LN 1,741 37 64,417 C LOCAL AC 2 4 92 65 0 35 1/8/16
044 337 COLLEGE PARK DR (N) HARVARD LN (N) YALE LN 940 37 34,780 C LOCAL AC 2 4 92 100 0 0 1/8/16
071 0116 FUCHSIA ST BIRCHWOOD AV ELDER AV 640 33 21,120 E LOCAL AAC 2 3 92 60 40 0 3/29/16
PCI Climate, PCI Load and PCI Other values indicate
the % of "distress type" found within section samples Page 4 of 6
DRAFT City of Seal Beach, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
BranchID SectionID Name From To Length Width Area Rank MPAH Type Lanes ZONE PCI PCI Pct Climate PCI Pct Load PCI Pct Other Insp. Date
0104 0172 PRIMROSE ST DOGWOOD AV ELDER AV 210 33 6,930 E LOCAL AC 2 3 92 50 14 36 1/7/16
020 039 ASTER ST BIRCHWOOD AV CANDLEBERRY AV 206 37 7,622 E LOCAL AAC 2 3 93 38 0 62 1/6/16
038 063 CENTRAL AV 1ST ST 2ND ST 260 20 5,200 C LOCAL AAC 1 1 93 56 0 44 1/20/16
041 069 CLOVER CR ALMOND AV CDS 130 33 5,540 E LOCAL AC 2 3 93 98 2 0 1/8/16
050 080 CRYSTAL PL CRYSTAL COVE WY CDS 240 27 7,530 E LOCAL AC 2 5 93 100 0 0 1/14/16
058 092 DORY WY GALLEON WY SCHOONER WY 360 28 10,080 E LOCAL AC 2 2 93 100 0 0 1/20/16
072 0117 FUCHSIA CR FIR AV CDS 330 33 12,140 E LOCAL AAC 2 3 93 95 0 5 1/6/16
095 0157 MARVISTA AV CATALINA AV COASTLINE DR 1,610 33 53,130 E LOCAL AC 2 2 93 100 0 0 3/29/16
0137 0177 ROSE CR ALMOND AV CDS 430 33 15,440 E LOCAL AC 2 3 93 100 0 0 1/7/16
01 01 10TH ST ELECTRIC AV PCH 660 40 26,400 E LOCAL AC 2 1 94 76 0 24 1/20/16
02 06 11TH ST OCEAN AV ELECTRIC AV 965 40 38,600 E LOCAL AC 2 1 94 100 0 0 1/26/16
027 047 BEACHCOMBER DR BOLSA AV SEA BREEZE DR 1,160 33 38,280 E LOCAL AAC 2 2 94 100 0 0 1/14/16
033 0303 CANDLEBERRY AV ASTER ST LAMPSON AV 365 36 13,140 E LOCAL AAC 2 3 94 40 0 60 1/6/16
039 065 CENTRAL WY 2ND ST 1ST ST 260 40 10,400 E LOCAL AC 2 1 94 95 0 5 1/20/16
046 076 CORSAIR WY CARAVEL WY SCHOONER WY 1,020 33 33,660 E LOCAL AC 2 1 94 95 0 5 1/20/16
061 20 ELDER AV FUCHSIA ST IRONWOOD AV 1,500 36 54,000 E LOCAL AC 2 3 94 100 0 0 1/6/16
069 0111 FIR AV GOLDENROD ST IRONWOOD AV 1,460 33 48,180 E LOCAL AAC 2 3 94 78 0 22 3/29/16
097 0161 GATE RD 1857' W/O SEAL BEACH BL CDS 1,857 25 47,175 E LOCAL AAC 2 6 94 41 0 59 1/26/16
076 336 HARVARD LN (N) COLLEGE PARK DR CDS 992 37 37,804 E LOCAL AC 2 4 94 100 0 0 1/8/16
079 0128 HEATHER CR ALMOND AV CDS 230 33 8,840 E LOCAL AC 2 3 94 63 37 0 1/8/16
082 0138 ISLAND VIEW DR BOLSA AV SEA BREEZE DR 1,110 33 36,630 E LOCAL AAC 2 2 94 100 0 0 1/14/16
084 0140 JASMIN CR ALMOND AV CDS 230 33 8,840 E LOCAL AC 2 3 94 53 0 47 1/8/16
095 0158 MARVISTA AV COASTLINE DR PCH 123 36 4,428 E LOCAL AC 2 2 94 100 0 0 1/20/16
0114 0185 SEA BREEZE DR BOLSA AV CATALINA AV 1,160 33 38,280 E LOCAL AC 2 2 94 100 0 0 1/14/16
0124 0204 TEABERRY CR ALMOND AV CDS 430 33 15,440 E LOCAL AC 2 2 94 31 0 69 1/7/16
0125 0205 TULIP ST IRONWOOD AV LAMPSON AV 70 36 2,520 E LOCAL AAC 2 3 94 100 0 0 1/7/16
03 07 12TH ST ELECTRIC AV PCH 860 37 31,820 C LOCAL AAC 2 1 95 90 0 10 1/20/16
033 055 CANDLEBERRY AV MARIGOLD ST FUCHSIA ST 1,560 37 57,720 E LOCAL AAC 2 3 95 100 0 0 1/8/16
038 064 CENTRAL AV 2ND ST 6TH ST 1,265 40 50,600 C LOCAL AAC 2 1 95 100 0 0 1/26/16
039 067 CENTRAL WY 5TH ST 4TH ST 260 38 9,880 E LOCAL AC 2 1 95 100 0 0 1/20/16
087 0146 LANDING AV SEAL BEACH BL 12TH ST 1,210 21 25,410 E LOCAL AC 2 1 95 0 0 100 1/20/16
010 334 2ND ST CENTRAL AV MARINA DR 105 40 4,200 E LOCAL AC 2 1 96 100 0 0 1/26/16
015 029 7TH ST OCEAN AV ELECTRIC AV 1,280 40 51,200 E LOCAL AAC 2 1 96 100 0 0 1/20/16
015 028 7TH ST ELECTRIC AV MARINA DR 210 40 8,400 E LOCAL AAC 2 1 96 100 0 0 1/20/16
036 059 CARAVEL WY MARINA DR CORSAIR WY 360 37 13,320 E LOCAL AC 2 1 96 91 0 9 1/20/16
040 068 CLIPPER WY CARAVEL WY ELECTRIC AV 910 33 30,030 E LOCAL AC 2 1 96 100 0 0 1/20/16
075 0121 GUAVA AV IRONWOOD AV CDS 530 33 18,740 E LOCAL AC 2 3 96 68 0 32 3/29/16
081 0136 IRONWOOD AV WISTERIA ST TULIP ST 322 37 11,914 C LOCAL AC 2 3 96 100 0 0 1/7/16
0109 0179 ROSE ST HAZELNUT AV LAMPSON AV 440 37 16,280 C LOCAL AC 2 3 96 83 0 17 3/29/16
014 027 6TH ST OCEAN AV ELECTRIC AV 1,300 40 52,000 E LOCAL AAC 2 1 97 11 0 89 3/29/16
016 030 8TH ST ELECTRIC AV PCH 460 40 18,400 E LOCAL AAC 2 1 97 100 0 0 1/20/16
016 031 8TH ST OCEAN AV ELECTRIC AV 1,150 40 46,000 E LOCAL AAC 2 1 97 100 0 0 1/20/16
038 0252 CENTRAL AV 6TH ST MAIN ST 950 40 38,000 C LOCAL AAC 2 1 97 100 0 0 1/26/16
038 062 CENTRAL AV MAIN ST 12TH ST 860 40 34,400 C LOCAL AAC 2 1 97 100 0 0 1/20/16
069 0114 FIR AV WISTERIA ST SUNFLOWER ST 1,220 33 40,260 E LOCAL AAC 2 3 97 100 0 0 1/7/16
069 0113 FIR AV SUNFLOWER ST ROSE ST 330 33 10,890 E LOCAL AAC 2 3 97 100 0 0 1/7/16
081 0134 IRONWOOD AV ELDER AV HEATHER ST 1,967 33 64,911 C LOCAL AC 2 3 97 99 0 1 1/6/16
PCI Climate, PCI Load and PCI Other values indicate
the % of "distress type" found within section samples Page 5 of 6
DRAFT City of Seal Beach, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
BranchID SectionID Name From To Length Width Area Rank MPAH Type Lanes ZONE PCI PCI Pct Climate PCI Pct Load PCI Pct Other Insp. Date
0111 0182 SANDPIPER DR BOLSA AV TAPER DR 1,110 33 36,630 E LOCAL AC 2 1 97 100 0 0 1/14/16
0119 0198 SOUTH SHORE DR BOLSA AV TAPER DR 1,060 33 34,980 E LOCAL AC 2 2 97 100 0 0 1/14/16
0123 0203 TAPER DR BOLSA AV CATALINA AV 1,110 33 36,630 E LOCAL AC 2 2 97 100 0 0 1/14/16
03 08 12TH ST OCEAN AV ELECTRIC AV 810 40 32,400 E LOCAL PCC 2 1 98 100 0 0 1/6/16
019 036 ALMOND AV VIOLET ST ROSE CR 765 37 28,305 C LOCAL AC 2 3 98 100 0 0 1/7/16
024 044 BASSWOOD ST ASTER ST LAMPSON AV 410 36 14,760 C LOCAL AC 2 3 98 100 0 0 1/5/16
081 0133 IRONWOOD AV CANDLEBERRY AV ELDER AV 524 33 17,292 C LOCAL AC 2 3 98 100 0 0 1/6/16
0138 0200 SUNFLOWER CR ALMOND AV CDS 430 33 15,440 E LOCAL AC 2 1 98 85 0 15 1/7/16
09 0332 1ST ST END OCEAN AVE 403 40 16,120 A LOCAL AC 2 1 99 100 0 0 1/26/16
02 04 11TH ST ELECTRIC AV LANDING AV 210 37 7,770 E LOCAL AC 2 1 100 0 0 0 1/20/16
04 010 13TH ST ELECTRIC AV PCH 1,013 21 21,273 E LOCAL AC 1 1 100 0 0 0 2/8/16
05 013 14TH ST ELECTRIC AV PCH 1,010 21 21,210 E LOCAL AC 2 1 100 0 0 0 1/20/16
06 016 15TH ST ELECTRIC AV PCH 1,110 21 23,310 E LOCAL AC 1 1 100 0 0 0 1/20/16
019 035 ALMOND AV DAISY ST ASTER ST 1,950 36 70,200 C LOCAL AC 2 3 100 0 0 0 2/8/16
022 041 BALBOA DR BOLSA AV CATALINA AV 1,060 37 39,220 C LOCAL AC 2 2 100 0 0 0 1/14/16
077 0124 HARBOR WY BAYSIDE DR BAYOU WY 760 33 25,080 E LOCAL AC 2 2 100 0 0 0 1/14/16
0117 0247 SEAL WY 13TH ST 12TH ST 295 12 3,540 E LOCAL PCC 1 1 100 0 0 0 1/26/16
0117 0248 SEAL WY 14TH ST 13TH ST 295 12 3,540 E LOCAL PCC 1 1 100 0 0 0 1/26/16
0117 0196 SEAL WY 12TH ST 11TH ST 300 12 3,600 E LOCAL PCC 1 1 100 0 0 0 1/26/16
0118 0197 SILVER SHOALS AV BOLSA AV FATHOM AV 300 33 9,900 E LOCAL AC 2 2 100 0 0 0 1/14/16
5,327,374
PCI Climate, PCI Load and PCI Other values indicate
the % of "distress type" found within section samples Page 6 of 6
City of Seal Beach Page 1
2016 Citywide Pavement Management Program
Final Report – June 8, 2016 Section IV
SECTION IV
FORECASTED MAINTENANCE REPORT
A. Recommended Budget 2016-2023
City of Seal Beach Page 1
2016 Citywide Pavement Management Program
Final Report – June 8, 2016 Section IV
FORECASTED MAINTENANCE REPORT
Listed in chronological order by plan year then alphabetically by functional class, street name. This
report presents the year and action corresponding to the next scheduled work activity for selected
street segments within the pavement network.
Note 1: The City’s Preventative Program seven-yr cycle was utilized within all budget scenarios shown
above.
RECOMMENDED BUDGET – The “recommended” budget was generated for the City to demonstrate
what level of annual funding is necessary to increase the overall weighted PCI by one (1) point after
seven years.
DRAFT City of Seal Beach, CA
Forecasted Maintenance Report - FY 2016-2023
Sorted by FY
FY Name From To Length Width Area Classification Location PCI Maint. Type Total $
2016-17 1ST ST PCH MARINA DR 2,172 22 47,784 Arterial MPAH 59 ARHM $210,250
2016-17 1ST ST PCH 597' NE/PCH 597 24 14,328 Arterial MPAH 56 ARHM $63,043
$273,293
2016-17 5TH ST MARINA DR PCH 660 60 39,600 Collector CPW/Bridge 80 Slurry Seal $15,840
2016-17 COLLEGE PARK DR (S) HARVARD LN CITY LIMIT 940 44 27,810 Collector CPW/Bridge 84 Slurry Seal $11,124
2016-17 DARTMOUTH CR HARVARD LN CDS 180 34 8,120 Local CPW/Bridge 78 Slurry Seal $3,248
2016-17 GALLEON WY ELECTRIC AV DORY WY 970 33 32,010 Local CPW/Bridge 75 Slurry Seal $12,804
2016-17 HARVARD LN COLLEGE PARK DR OCCIDENTAL LN 1,063 37 39,331 Local CPW/Bridge 88 Slurry Seal $15,732
2016-17 HARVARD LN OCCIDENTAL LN (N) COLLEGE PARK DR 1,289 37 47,693 Local CPW/Bridge 87 Slurry Seal $19,077
2016-17 LOYOLA PLAZA COLLEGE PARK DR CDS 330 25 9,250 Local CPW/Bridge 80 Slurry Seal $3,700
2016-17 OCCIDENTAL DR STANFORD LN HARVARD LN 160 33 5,280 Local CPW/Bridge 77 Slurry Seal $2,112
2016-17 PRINCETON CR HARVARD LN CDS 230 30 8,900 Local CPW/Bridge 70 Slurry Seal $3,560
2016-17 SCHOONER WY GALLEON WY DORY WY 660 33 21,780 Local CPW/Bridge 87 Slurry Seal $8,712
2016-17 STANFORD LN COLLEGE PARK DR COLLEGE PARK DR 1,860 32 59,520 Local CPW/Bridge 82 Slurry Seal $23,808
2016-17 YALE CR END YALE LN 130 48 6,240 Local CPW/Bridge 82 Slurry Seal $2,496
2016-17 YALE LN (N) COLLEGE PARK DR (S) COLLEGE PARK DR 1,160 33 38,280 Local CPW/Bridge 77 Slurry Seal $15,312
$137,526
2016-17 PURDUE CR COLLEGE PARK DR CDS 68 27 3,836 Local CPW/Bridge 58 ARHM $16,878
$16,878
2016-17 Total $427,697
2017-18 1ST ST MARINA DR PCH 2,172 23 49,956 Arterial MPAH 48 ARHM $219,806
2017-18 OLD RANCH PARKWAY SEAL BEACH BL 200' W/ SEAL BEACH BL 520 48 24,960 Arterial MPAH 39 ARHM $113,069
2017-18 OLD RANCH PARKWAY 200' W/ SEAL BEACH 720' W/ SEAL BEACH 200 64 12,800 Arterial MPAH 34 ARHM $57,984
$390,859
2017-18 ADOLFO LOPEZ DR END 425 E/SEAL BEACH BL 800 60 48,000 Local Hill/Cove 83 Slurry Seal $19,680
2017-18 BALBOA DR PCH BOLSA AV 660 37 24,420 Local Hill/Cove 90 Slurry Seal $10,012
2017-18 BAYSIDE DR BOLSA AV CRESTVIEW AV 1,410 33 46,530 Local Hill/Cove 89 Slurry Seal $19,077
2017-18 CARMEL AV SURF PL COASTLINE DR 360 37 13,320 Local Hill/Cove 90 Slurry Seal $5,461
2017-18 CATALINA AV BALBOA DR COASTLINE DR 1,910 37 70,670 Local Hill/Cove 90 Slurry Seal $28,975
2017-18 CATALINA AV SEA BREEZE DR BALBOA DR 1,160 37 42,920 Local Hill/Cove 88 Slurry Seal $17,597
2017-18 COASTLINE DR CARMEL AV CDS 480 27 14,110 Local Hill/Cove 90 Slurry Seal $5,785
2017-18 COASTLINE DR MARVISTA DR CARMEL DR 455 33 15,015 Local Hill/Cove 90 Slurry Seal $6,156
2017-18 CORAL PL CDS BAYSIDE DR 230 27 7,310 Local Hill/Cove 89 Slurry Seal $2,997
2017-18 CREST DR CATALINA AV CRESTVIEW AV 210 33 6,930 Local Hill/Cove 89 Slurry Seal $2,841
2017-18 CRESTVIEW AV CATALINA AV BAYSIDE DR 1,130 33 37,290 Local Hill/Cove 90 Slurry Seal $15,289
2017-18 CRESTVIEW AV BAYSIDE DR CREST DR 1,130 33 37,290 Local Hill/Cove 90 Slurry Seal $15,289
2017-18 DRIFTWOOD AV BALBOA DR COASTLINE DR 1,460 33 48,180 Local Hill/Cove 89 Slurry Seal $19,754
2017-18 EBBTIDE PL COASTLINE PL CDS 230 27 7,410 Local Hill/Cove 87 Slurry Seal $3,038
2017-18 EMERALD COVE WY BERYL COVE WY JADE COVE WY 580 33 19,140 Local Hill/Cove 90 Slurry Seal $7,847
Arterial Total
Local Paving Total
Arterial Total
Slurry Seal Total
Page 1 of 4
DRAFT City of Seal Beach, CA
Forecasted Maintenance Report - FY 2016-2023
Sorted by FY
FY Name From To Length Width Area Classification Location PCI Maint. Type Total $
2017-18 EMERALD PL EMERALD COVE WY CDS 230 27 7,460 Local Hill/Cove 86 Slurry Seal $3,059
2017-18 MARLIN AV SEAL BEACH BL BALBOA DR 1,610 37 59,570 Local Hill/Cove 90 Slurry Seal $24,424
2017-18 RIVIERA DR MARLIN AV BOLSA AV 560 31 17,360 Local Hill/Cove 89 Slurry Seal $7,118
$214,399
2017-18 ADOLFO LOPEZ DR SEAL BEACH BL 425 W/SEAL BEACH BL 425 60 25,500 Local Hill/Cove 62 AC Overlay $54,825
$54,825
2017-18 Total $660,083
2018-19 OLD RANCH PARKWAY 720' W/ SEAL BEACH 22 FWY 1,030 34 37,520 Arterial MPAH 25 AC Recon $368,071
$368,071
2018-19 10TH ST OCEAN AV ELECTRIC AV 950 40 38,000 Local Old Town 83 Slurry Seal $15,960
2018-19 11TH ST SEAL WY OCEAN AV 210 25 5,250 Local Old Town 84 Slurry Seal $2,205
2018-19 12TH ST SEAL WY OCEAN AV 210 24 5,040 Local Old Town 78 Slurry Seal $2,117
2018-19 13TH ST SEAL WY OCEAN AV 210 25 5,250 Local Old Town 76 Slurry Seal $2,205
2018-19 14TH ST OCEAN AV ELECTRIC AV 660 40 26,400 Local Old Town 88 Slurry Seal $11,088
2018-19 4TH ST OCEAN AV MARINA DR 1,200 40 48,000 Local Old Town 87 Slurry Seal $20,160
2018-19 5TH ST OCEAN AV MARINA DR 1,400 40 56,000 Local Old Town 79 Slurry Seal $23,520
2018-19 6TH ST (S) ELECTRIC AV MARINA DR 195 40 7,800 Local Old Town 86 Slurry Seal $3,276
2018-19 OCEAN AV 13TH ST MAIN ST 1,265 51 64,515 Collector Old Town 80 Slurry Seal $27,096
2018-19 OCEAN AV MAIN ST 5TH ST 1,245 52 64,740 Collector Old Town 79 Slurry Seal $27,191
2018-19 OCEAN AV ELECTRIC AV 13TH ST 1,300 51 66,300 Collector Old Town 82 Slurry Seal $27,846
2018-19 OCEAN AV 5TH ST 1ST ST 1,240 52 64,480 Collector Old Town 77 Slurry Seal $27,082
$189,746
2018-19 10TH ST SEAL WY OCEAN AV 210 25 5,250 Local Old Town 64 AC Overlay $11,970
2018-19 14TH ST SEAL WY OCEAN AV 210 25 5,250 Local Old Town 57 AC Overlay $11,970
2018-19 16TH ST ELECTRIC AV PCH 1,160 21 24,360 Local Old Town 51 AC Overlay $55,541
2018-19 17TH ST ELECTRIC AV PCH 1,260 21 26,460 Local Old Town 58 AC Overlay $60,329
2018-19 DOLPHIN AV SEAL WY OCEAN AV 226 24 5,424 Local Old Town 63 AC Overlay $12,367
2018-19 LANDING AV 12TH ST 11TH ST 260 42 10,920 Local Old Town 39 AC Overlay $24,898
2018-19 MAIN ST ELECTRIC AV PCH 690 55 37,950 Collector Old Town 49 AC Overlay $86,526
$263,600
2018-19 Total $821,417
2019-20 MARINA DR PCH 6TH ST 629 61 38,369 Collector MPAH 13 AC Recon $387,911
$387,911
2019-20 BANYAN AV CAMELIA ST COLUMBINE ST 600 33 19,800 Local CPE Phase 1 71 Slurry Seal $8,712
2019-20 BIRCHWOOD AV OLEANDER ST DAISY ST 1,950 33 64,350 Local CPE Phase 1 88 Slurry Seal $28,314
2019-20 BLUEBELL ST ALMOND AV BIRCHWOOD AV 710 33 23,430 Local CPE Phase 1 72 Slurry Seal $10,309
2019-20 CAMELIA ST ALMOND AV BANYAN AV 590 33 19,470 Local CPE Phase 1 77 Slurry Seal $8,567
2019-20 CARNATION CR ALMOND AV CDS 230 33 8,840 Local CPE Phase 1 83 Slurry Seal $3,890
Arterial Total
Slurry Seal Total
Local Paving Total
Arterial Total
Local Paving Total
Slurry Seal Total
Page 2 of 4
DRAFT City of Seal Beach, CA
Forecasted Maintenance Report - FY 2016-2023
Sorted by FY
FY Name From To Length Width Area Classification Location PCI Maint. Type Total $
2019-20 COLUMBINE ST ALMOND AV BANYAN AV 210 33 6,930 Local CPE Phase 1 78 Slurry Seal $3,049
2019-20 DAFFODIL CR ALMOND AV CDS 230 33 8,840 Local CPE Phase 1 77 Slurry Seal $3,890
2019-20 DAHLIA DR ALMOND AV CDS 230 33 8,840 Local CPE Phase 1 75 Slurry Seal $3,890
2019-20 FERN CR ALMOND AV CDS 230 33 8,840 Local CPE Phase 1 81 Slurry Seal $3,890
2019-20 GOLDENROD CR ALMOND AV CDS 230 33 8,840 Local CPE Phase 1 88 Slurry Seal $3,890
2019-20 IRIS CR ALMOND AV CDS 230 33 8,840 Local CPE Phase 1 78 Slurry Seal $3,890
2019-20 ROSSMOOR CENTER WY SEAL BEACH BL WEST RD 864 30 25,920 Collector CPE Phase 1 88 Slurry Seal $11,405
2019-20 ROSSMOOR CENTER WY WEST RD MONTECITO RD 364 28 10,192 Collector CPE Phase 1 88 Slurry Seal $4,484
$98,178
2019-20 DAISY ST ALMOND AV BIRCHWOOD AV 410 33 13,530 Local CPE Phase 1 54 AC Overlay $31,796
$31,796
2019-20 Total $517,884
2020-21 BOLSA AV BALBOA DR PCH 993 37 36,741 Collector MPAH 53 ARHM $181,868
$181,868
2020-21 DAISY ST CANDLEBERRY AV DOGWOOD AV 210 33 6,930 Local CPE Phase 2 67 Slurry Seal $3,119
2020-21 DOGWOOD AV DAISY ST IRONWOOD AV 1,470 33 48,510 Local CPE Phase 2 80 Slurry Seal $21,830
2020-21 DOGWOOD AV MARIGOLD ST FUCHSIA ST 1,520 33 50,160 Local CPE Phase 2 73 Slurry Seal $22,572
2020-21 ELDER AV OLEANDER ST HEATHER ST 1,130 36 40,680 Local CPE Phase 2 79 Slurry Seal $18,306
2020-21 GOLDENROD ST ELDER AV CDS 610 33 21,380 Local CPE Phase 2 86 Slurry Seal $9,621
2020-21 HEATHER ST HAZELNUT AV LAMPSON AV 490 37 18,130 Local CPE Phase 2 77 Slurry Seal $8,159
2020-21 MARIGOLD ST CANDLEBERRY AV DOGWOOD AV 160 33 5,280 Local CPE Phase 2 74 Slurry Seal $2,376
$85,982
2020-21 DAISY CR FIR AV CDS 230 33 8,840 Local CPE Phase 2 57 AC Overlay $21,393
2020-21 DOGWOOD AV WISTERIA ST OLEANDER ST 1,710 33 56,430 Local CPE Phase 2 58 AC Overlay $136,561
2020-21 MARIGOLD ST BIRCHWOOD AV CANDLEBERRY AV 160 33 5,280 Local CPE Phase 2 51 AC Overlay $12,778
$170,731
2020-21 Total $438,580
2021-22 ELECTRIC AV NB MAIN ST 6TH ST 960 27 25,920 Collector MPAH 43 ARHM $132,192
2021-22 ELECTRIC AV SB 6TH ST MAIN ST 910 25 22,750 Collector MPAH 66 ARHM $116,025
$248,217
2021-22 FIR AV ROSE ST HEATHER ST 1,260 33 41,580 Local CPE Phase 3 73 Slurry Seal $19,127
2021-22 GUAVA AV PANSY ST HEATHER ST 1,360 33 44,880 Local CPE Phase 3 78 Slurry Seal $20,645
2021-22 HAZELNUT AV HEATHER ST ROSE ST 1,610 33 53,130 Local CPE Phase 3 82 Slurry Seal $24,440
2021-22 IRONWOOD AV TULIP ST SUNFLOWER ST 1,020 37 37,740 Collector CPE Phase 3 64 Slurry Seal $17,360
2021-22 WISTERIA ST DOGWOOD AV IRONWOOD AV 990 37 36,630 Local CPE Phase 3 78 Slurry Seal $16,850
$98,422
2021-22 IRIS ST HAZELNUT AV IRONWOOD AV 226 32 7,232 Local CPE Phase 3 49 AC Overlay $18,008
2021-22 IRONWOOD AV ROSE ST IRIS ST 1,420 33 46,860 Collector CPE Phase 3 50 AC Overlay $116,681
Local Paving Total
Slurry Seal Total
Arterial Total
Slurry Seal Total
Arterial Total
Slurry Seal Total
Local Paving Total
Page 3 of 4
DRAFT City of Seal Beach, CA
Forecasted Maintenance Report - FY 2016-2023
Sorted by FY
FY Name From To Length Width Area Classification Location PCI Maint. Type Total $
2021-22 SUNFLOWER ST FIR AV IRONWOOD AV 560 37 20,720 Local CPE Phase 3 42 AC Overlay $51,593
2021-22 HAZELNUT AV WISTERIA ST SUNFLOWER ST 1,310 33 43,230 Local CPE Phase 3 34 AC Recon $463,426
$649,707
2021-22 Total $996,346
2022-23 ELECTRIC AV SB 14TH ST MAIN ST 1,605 25 40,125 Collector MPAH 43 ARHM $210,656
$210,656
2022-23 CANDLEBERRY AV WISTERIA ST OLEANDER ST 1,660 33 54,780 Local CPE Phase 4 86 Slurry Seal $26,294
2022-23 ELDER AV VIOLET ST PRIMROSE ST 1,380 33 45,540 Local CPE Phase 4 80 Slurry Seal $21,859
2022-23 VIOLET ST ALMOND AV CANDLEBERRY AV 660 33 21,780 Local CPE Phase 4 85 Slurry Seal $10,454
2022-23 WISTERIA ST DOGWOOD AV CDS 1,040 33 35,570 Local CPE Phase 4 80 Slurry Seal $17,074
$75,682
2022-23 OLEANDER ST ALMOND AV FIR AV 1,320 36 47,520 Local CPE Phase 4 45 AC Overlay $122,126
2022-23 VIOLET ST ELDER AV FIR AV 160 33 5,280 Local CPE Phase 4 43 AC Overlay $13,570
$135,696
2022-23 Total $422,034
Arterial 2016 to 2023 Grand Total $2,060,875
Slurry Seal 2016 to 2023 Grand Total $899,933
Local Paving 2016 to 2023 Grand Total $1,323,233
Total $4,284,041
Local Paving Total
Slurry Seal Total
Arterial Total
Local Paving Total
Page 4 of 4
City of Seal Beach
2016 Citywide Pavement Management Program
Final Report – June 8, 2016 Section V
SECTION V
OCTA RENEWED MEASURE M
COMPLIANCE REPORTING
City of Seal Beach
2016 Citywide Pavement Management Program
Final Report – June 8, 2016 Section V
March 22, 2016
Mr. David Spitz, P.E.
Associate Engineer
CITY OF SEAL BEACH
211 Eighth Street
Seal Beach, CA 90740
Subject: City of Seal Beach – OCTA Pavement Management Compliance Report 2016
Dear David:
As part of the 2016 Update of the Pavement Management Program (PMP) for the City of Seal Beach,
Bucknam is pleased to submit the PMP reporting required by the Orange County Transportation Authority
(OCTA). This data/report will be submitted to OCTA as part of the City’s required biennial PMP prior to June
2016.
The information contained in this report was used to develop the recommended improvement program for
the pavement network. The report covers the following categories:
Pavement Management Program Certification
Quality Assurance / Quality Control (QA/QC) Plan
MicroPAVER Data Files (included within the Seal Beach .e70 MicroPAVER file)
Pavement Management Plan that includes the following:
Average Pavement Conditions For Each Segment in the Network (PCI Report)
The Pavement Condition Index report shows the present condition of each street in
the pavement network (MPAH and Locals). In addition, the report shows the basic
geometry of each street segment.
City of Seal Beach
2016 Citywide Pavement Management Program
Final Report – June 8, 2016 Section V
Seven-year Projected PCI Under Existing Funding Levels
This report identifies the projected PCI’s based on the local agencies current funding
programs. This report details the PCI projects for the entire network, MPAH
roadways and Local streets.
Seven-year Plan for Road Maintenance and Rehabilitation (Forecasted Maintenance
Report)
The Forecasted Maintenance Report projects the street maintenance activities
required for the next seven years, broken down to show maintenance levels for all
streets. This includes all scheduled projects provided by the City for fiscal years
2016-17 through 2022-23.
Alternative Funding Levels
OCTA has requested two reports indicating the necessary funding to maintain the
City’s current weighted average PCI as well as the necessary funding to improve the
weighted average PCI by one PCI point over the next seven years.
Backlog by Fiscal Year (re: unfunded restoration, rehabilitation and reconstruction)
Centerline mileage for MPAH, Local streets and total network
Percentage of total network in each of the five condition categories based on centerline
mileage
All comments received from the City have been incorporated in the reports that follow. All of the City’s
issues and needs that were brought to our attention are included in the report.
It has been a pleasure working with you and the City on updating your Pavement Management Program. We
look forward to the continued success of this project and future teamwork with City staff.
Sincerely,
Bucknam Infrastructure Group, Inc.
Peter J. Bucknam
Project Manager
Infrastructure Management – GIS Services
City of Seal Beach, CA Page i
2016 Citywide Pavement Management Program
Final Report – June 8, 2016
TABLE OF CONTENTS
OCTA Chapter 3 Reports, “Countywide PMP Guidelines Manual - Citywide Report
Executive Summary
I. Pavement Management Program Certification
II. QC/QA Plan
III. Pavement Data Files (see Seal Beach .e70 MicroPAVER file)
IV. Pavement Management Plan
Weighted Average Pavement Condition Index (PCI) Reports
o MPAH Map
o PCI Map
o PCI Report - A to Z Order
Entire Network
MPAH roadways
Local streets
Projected PCI Under Existing Funding Levels (next seven-years)
Entire Network
MPAH roadways
Local streets
Road Maintenance and Rehabilitation Projections (Seven-Yr Projection)
o Includes all line items within Chapter 3 requirements
Alternative Funding Levels required to:
o Maintain Existing Average Network PCI
o To Improve Average Network PCI
Backlog by Fiscal Year (re: restoration, rehabilitation and reconstruction)
Centerline mileage for MPAH, Local streets and total network
Percentage of total network in each of the five condition categories based
on centerline mileage
City of Seal Beach, CA Page ii
2016 Citywide Pavement Management Program
Final Report – June 8, 2016
V. Local Match Reduction Reporting
In order to be eligible for Local Match Reduction of 10%, the following
must be submitted:
o Measureable improvement of paved road conditions during the
previous reporting period defined as an overall weighted (by area)
average system improvement of one PCI point.
o No reduction in the overall weighted (by area) average PCI in the
MPAH or local street categories
- or –
o Have road pavement conditions during the previous reporting
period within the highest 20% of the scale for road pavement
conditions in conformance with OCTA Ordinance No. 3, defined as
a PCI of 75 or higher
City of Seal Beach, CA Page 1
2016 Citywide Pavement Management Program
Final Report – June 8, 2016
CITYWIDE CHAPTER 3 OCTA SUBMITTAL
- part of -
COUNTYWIDE PAVEMENT MANAGEMENT PROGRAM GUIDELINES MANUAL
City of Seal Beach, CA Page 2
2016 Citywide Pavement Management Program
Final Report – June 8, 2016
EXECUTIVE SUMMARY
2015-16 UPDATE OF PAVEMENT MANAGEMENT PROGRAM (PMP)
As the City of Seal Beach continues to show growth with its population, demographics, infrastructure
and maintenance needs, the street network has been running parallel as the system matures and
capital street projects widen and lengthen streets. The City developed its Pavement M anagement
Program (PMP) in early 2002 with the use of an automated database program. Over the past fourteen
years the City has used MicroPAVER as its PMP software; with the Orange County Transportation
Authority (OCTA) decision to allow MicroPAVER or StreetSaver as an acceptable PMP software’s the City
continues to remain in compliance with OCTA guidelines
This system is essential to the City in that it assists Public Works staff in capturing competitive funding
for its arterial highway system as well as cost-effectively managing the local network through proactive
maintenance and scheduling. On an biennial basis, the Seal Beach PMP is updated to provide current
data on the City’s street network and to develop cost-effective maintenance strategies to maintain a
desirable level of pavement performance on a network scale, while optimizing the expenditure of
limited fiscal resources.
Over the past several months Bucknam Infrastructure Group (Bucknam) surveyed all 18.6 miles of
arterial and collector (Master Plan of Arterial Highways-MPAH) sections, 22.8 miles Local sections to
assist the City in complying with the most recent OCTA-Renewed Measure M requirements (January
2016). These requirements are clearly shown within the new “Countywide Pavement Management
Program, Guidelines Manual” for MicroPAVER use.
Bucknam reviewed the City’s previous maintenance 2013-15 efforts and the current 2016-17 proposed
street improvements for pertinent historical and scheduled maintenance in order to generate a CIP
report that identifies recommendations for improvement in the current operating and maintenance
efforts put forth by the City. The result of this work effort is shown throughout this report. In the
upcoming years as the City continues to build upon this study through future inspections and
maintenance efforts, Seal Beach PMP data will continue to provide reliable solutions to enhance the
program through detailed funding analysis, City specific budgetary reporting and level of service
reporting.
As the City annually matures the PMP, key questions will be answered by reviewing the pavement
information readily available within our report as well as through the MicroPAVER database.
Specifically, our findings and recommendations provide Public Works administrators, managers and
field personnel with:
* the present condition status of the pavement network (arterial and collector streets), as
a whole and of any grouping or individual component within the City;
* a ranked list of all streets, or segments of streets, by condition within the network;
* rehabilitation/maintenance needs of each street segment by year;
City of Seal Beach, CA Page 3
2016 Citywide Pavement Management Program
Final Report – June 8, 2016
* an optimized priority maintenance and rehabilitation program based on cost/benefit
analysis and various levels of funding;
* optimum annual pavement expenditure levels for pavement maintenance for the next
seven (7) years;
* prediction of the life-cycle performance of the City’s pavement network and each
individual street section;
* updated PMP data to assist the City with GASB 34 compliance; and
* pavement condition data and analysis presented in GIS through ESRI ArcMap
Pavement is a dynamic structure where deterioration is constantly occurring; thus the pavement
management system needs to be updated on a regular basis to reflect these changes in pavement
conditions, pavement maintenance histories, and maintenance strategies based upon budgetary
constraints. This report reflects the current state of the City’s pavement network and recommended
maintenance strategies for the next seven (7) years.
FINDINGS AND RECOMMENDATIONS
Through our assessment of historical maintenance performed within the City and through our
discussions with City staff the conditional data found across the network clearly shows that the City has
applied strong, preventative maintenance strategies over the past decade. Pavement management
involves frequent preventative maintenance; as pavement deteriorates through heavy traffic impacts,
weathering and time, preventative maintenances (such as slurry seal, stop gap, etc.) have limited
benefits. More aggressive maintenance applications have to be used. Our study has shown that key
overlay projects will be needed over the next seven years to maintain the network’s high level of
condition.
Through our analysis of the Seal Beach PMP we have found and recommend the following items which
should be considered for a proactive approach to the PMP and future management of the program:
Arterials / Collectors (MPAH)
The actual workload requirements identified indicate that the Arterial street network is currently in
“Good” condition. At a minimum, to maintain this condition, it is critical that preventive maintenance
and overlay activities are funded at the levels identified on page 15 to maintain a “Good” network
weighted average PCI value.
Our MPAH findings for conditional data and recommendations for revenue expenditures are shown
below:
The Arterial/Collector network has a weighted PCI of 82.1;
The MPAH network consists of 18.6 miles equaling 5,271,658 square feet of pavement
City of Seal Beach, CA Page 4
2016 Citywide Pavement Management Program
Final Report – June 8, 2016
Currently, 24% of the arterial/collector network (3.1 miles) qualifies for
rehabilitation/reconstruction maintenance;
MPAH maintenance projects should focus on the increasing the current PCI above a weighted
average of 84 within the next 7 years;
Develop a proactive fiscal and planned approach to identify arterial overlay projects based on
the deterioration modeling within MicroPAVER
Current allocated MPAH funding results in the MPAH weighted PCI to decrease from its current
PCI of 82.1 to 74.9 after seven years (Funded at $200,000/yr)
At a minimum, maintain the MPAH revenues at an average of $791,000/yr level over the next
seven years to generate the PCI results identified within Table 5 (Section I, page 9) of this report
Perform pavement inspections on the MPAH network every two years to build a solid planning
model within MicroPAVER to track PCI deterioration; also follows new OCTA requirements for
Measure M2
Locals
The actual workload requirements identified indicate that the Local street network is currently in
“Good” condition. At a minimum, to maintain this condition, it is critical that preventive maintenance
and overlay activities are funded at the levels identified on page 15 to maintain a “Good” network
weighted average PCI value.
Our Local findings for conditional data and recommendations for revenue expenditures are shown
below:
The Local network has a weighted PCI of 86.1;
The Local network consists of 22.8 miles equaling 4,062,883 square feet of pavement;
Currently, 8% of the Local network (2.2 miles) qualifies for rehabilitation/reconstruction; while
30% of the network (8.7 miles) qualifies for slurry seal maintenance
Local maintenance projects should focus on the maintaining the current PCI above a weighted
average of 84 over the next 7 years;
Develop a proactive fiscal and planned approach to identify Local overlay projects based on the
deterioration modeling within MicroPAVER
Current allocated Local funding through FY 2016/17 generates a decrease in Local conditions
after seven years (PCI of 86.1 drops to 80.7); Funded at $375,000/yr)
Maintain the Local revenues at an average of $659,500/yr over the next seven
City of Seal Beach, CA Page 5
2016 Citywide Pavement Management Program
Final Report – June 8, 2016
years to generate the projects identified within the Section IV reporting
Perform pavement inspections on the Local network every six years (33% every two years) to
build a solid planning model within MicroPAVER to track PCI deterioration; also follows new
OCTA requirements for Renewed Measure M
The funding requirements presented are generated in the form of individual projects, as outlined in the
Forecasted Maintenance Reports (Section IV).
While the project listings outlined in the Forecasted Maintenance Reports are the recommendations
generated through our analysis and the PMS, final project recommendations should be weighed against
the actual approach the City wishes to utilize in scheduling the workloads for contracting purposes.
Pavement condition may indicate that a particular pavement section needs attention earlier than the
rest of the roads in its area.
City of Seal Beach, CA Page 6
2016 Citywide Pavement Management Program
Final Report – June 8, 2016
Pavement Management Plan Certification
Appendix F:
Pavement Management Plan Certification
The City of Seal Beach, CA certifies that is has a Pavement Management Plan in
conformance with the criteria stated in the Orange County Transportation Authority Ordinance No. 3.
This ordinance requires that a Pavement Management Plan be in place and maintained to qualify for
allocation of revenues generated from renewed Measure M (M2).
The plan was developed by Bucknam Infrastructure Group, Inc. using MicroPAVER, a pavement
management system conforming to American Society for Testing and Materials (ASTM) Standard
D6433, and contains, at a minimum, the following elements:
Inventory of MPAH and Local routes reviewed and updated biennially. The last update of the
inventory was completed on January, 2016 for the Arterial (MPAH) and September 2014 for the
Local streets
Assessment of the pavement condition for all routes in the system, updated biennially. The last
field review of the pavement condition was completed in January, 2016.
Percentage of all section of pavement needing:
o Preventive Maintenance = 22.2%, Rehabilitation = 5.2%, Reconstruction = 12.1%
Budget needs for preventive maintenance, rehabilitation and/or reconstruction of deficient
sections of pavement for:
o Current biennial period $2,953,300, Following biennial period $2,953,800
Funds budgeted or available for Preventive Maintenance, Rehabilitation and/or Reconstruction.
o Current biennial period $1,150,000 Following biennial period $1,150,000
Backlog by year of unfunded rehabilitation, restoration and reconstruction needs (See page 17)
The Pavement Management Plan is consistent with countywide pavement condition
assessment standards as described in the OCTA Countywide Pavement Management Plan
Guidelines adopted by the OCTA Board of Directors.
*An electronic copy of the Pavement Management Plan with MicroPAVER or StreetSaver compatible
files has been or will be submitted with the certification statement.
A copy of this certification is being provided to the Orange County Transportation Authority.
Submitted by:
__Jim Basham ______City of Seal Beach
Name (Print) Jurisdiction
_____________________________ ________________________________
Signed Date
_ Interim Director of Public Works
Title
City of Seal Beach, CA Page 7
2016 Citywide Pavement Management Program
Final Report – June 8, 2016
Quality Assurance / Quality Control Plan
As required by the Orange County Transportation Authority (OCTA), the City of Seal Beach must prepare
and implement a quality assurance / quality control (QA/QC) plan regarding pavement management
inspection as they pertain to MicroPAVER. For the purposes of this report, Bucknam has demonstrated
below how our project team implemented QA/QC procedures during the project.
Our QA/QC plan focuses on the how each pavement inspection is performed, what distresses are
collected and ensures that it complies with the OCTA guidelines defined within the “Countywide
Pavement Management Plan Guidelines (Guidelines)”.
As shown within the OCTA Guidelines, our staff followed and delivered on the requirements stated on
Section 2.4, page 8 which require specific QA/QC data (Items A through G). Additionally, Chapter 3
requires numerous data/deliverables from local agencies for Measure M2 eligibility. All general PCI
budgetary report submittals will follow the Chapter 3 guidelines.
In conjunction with the outlined items within the OCTA Guidelines Section 2.4 we have summarized our
QA/QC procedures below:
d. Descriptions of condition survey - Our staff follows the required Condition Survey Protocols
(Guidelines, Section 2.1); our staff assesses each pavement section for the minimum distresses
outlined within Section 2.1. Additionally, based on the pavement conditions found, we collect
all MicroPAVER distresses (ASTM Standard D6433), if found within the sample sections; for
example, if slippage cracking, potholes, etc. are found our survey technicians record the proper
information.
e. How data was collected - Our surveys follow the OCTA accepted walking/windshield
requirements. All sections that our staff surveys are performed through the walking/windshield
method. Our staff physically measures the width of every section as well as measures for any
square footage adjustment that need to be added or taken away from a sections “true area”
(i.e. cul-de-sac, bus pads, street width variances, etc.).
f. Accuracy required for data collection - We use a statistical sampling approach for measuring
the quality of our field technician’s work. In this manner, 10 percent of the original surveys are
re-surveyed by a different survey crew than the original, supervised by a field supervisor, and
the results are compared to the original surveys. Our QC process involves checking the field
crews’ work in a “blind study” fashion. Quality control checks are performed at the end of each
survey week. This ensures that all field personnel are properly collecting section samples,
distress types and distress severities for all street segments.
When QA/QC issues are found, our staff documents the issues within MicroPAVER user
interface and/or our GIS work environment. If distress types, severities and/or extents
found are not within the 97% accuracy our QA/QC is expanded beyond our minimum
10% resurvey to 15% of the original survey
i. Data check for accuracy by agency – As described above our staff re-inspects, as a minimum,
10% of the original survey (OCTA only requires 5%). Per the agencies requests,
City of Seal Beach, CA Page 8
2016 Citywide Pavement Management Program
Final Report – June 8, 2016
our staff will submit PCI reports to the agency as project status reports for their review.
Agencies will typically review specific pavement sections for PCI accuracy based on recent
overlay or slurry seal maintenance; this serves as an initial accuracy check on our surveys
(outside Bucknam QC efforts). Additionally, our staff performs “ride-a-long” surveys with local
agency staff to build consensus on how our MicroPAVER/ASTM D6433 surveys are performed,
recorded and reported on.
j. PCI Comparison with Past Surveys - if previous inspection data is available, new PCI’s calculated
through the most recent inspections will be compared to previous PCI’s. If the variance in PCI is
greater than +/- 10 PCI points, these sections will be flagged for further investigation and/or re-
inspection (OCTA Guidelines are followed).
k. Schedule of data submittal – Pending on the City’s last major PMP submittal, Bucknam will
assist the agency in submitting the following:
Master Plan of Arterial Highways (MPAH) routes will be surveyed and reported on at
least once every two years
1/3 of Local streets will be surveyed and reported on every two years; all streets will be
surveyed within the six year requirement
Corresponding MPAH and local PCI reporting and budgetary reporting will be submitted
every two years
l. Experience of Inspectors – Bucknam staff have been trained on the use of MicroPAVER and is
certified with the required MicroPAVER segment calibration and inspection practices. All
Bucknam field technicians are trained using the ASTM D6433 survey methodologies and have
passed OCTA’s prequalification testing (Bucknam is certified by OCTA through June, 2017).
m. Field data collection safety procedures – Bucknam field survey techniques utilize the following
procedures:
All vehicles are properly marked or flagged with appropriate sign markings indicating
that a “PAVEMENT SURVEY IS IN PROGRESS”
All vehicles have the proper flashing amber light beacons placed on the top of the
vehicle to allow for proper visibility and line-of-site warning
Large MPAH routes are surveyed using two field technicians to increase traffic control
warning and safety
While parking or stopping along the survey route, vehicles legally park within the right-
of-way or use a parking lot
All field technicians wear fluorescent vests to warn traffic and pedestrians
City of Seal Beach, CA Page 9
2016 Citywide Pavement Management Program
Final Report – June 8, 2016
On a case-by-case basis, if our staff was responsible for converting a previous PMP database to
MicroPAVER this will be properly notated within our reporting. Our staff will provide examples of how
the previous inspections were performed compared to the most recent MicroPAVER based surveys.
Bucknam will provide the local agency a copy of our QA/QC plan prior to any pavement inspection
work. With approval, our staff will begin the MicroPAVER ASTM D6433 based inspections.
City of Seal Beach, CA Page 10
2016 Citywide Pavement Management Program
Final Report – June 8, 2016
MicroPAVER Data Files
The City of Seal Beach MicroPAVER database is available within the compressed Seal Beach .e70
database file (see provided DVD). Available PMP data and the associated reporting data includes:
Street names and limits for the City’s public streets
Street identifiers (Branch ID, Section ID)
Direction
Begin and end of section
Length, width and true areas
Functional Classification (MPAH, Local)
Number of travel lanes
Pavement Condition Index (PCI) and date of inspection
Type of recommended treatment
Cost of recommended treatment
City of Seal Beach, CA Page 11
2016 Citywide Pavement Management Program
Final Report – June 8, 2016
Pavement Management Plan
Bucknam has enclosed the required PMP reports that assist the City of Seal Beach in compliance with
the OCTA requirements outlined in Chapter 3 of the Countywide Pavement Management Program
Guidelines Manual.
Weighted Average Pavement Condition Index (PCI) Reports
o MPAH Map
o PCI Map
o PCI Report - A to Z Order
Entire Network
MPAH roadways
Local streets
Projected PCI Under Existing Funding Levels (next seven-years)
Entire Network
MPAH roadways
Local streets
Road Maintenance and Rehabilitation Projections (Seven-Yr Projection)
o Includes all line items within Chapter 3 requirements
Alternative Funding Levels required to:
o Maintain Existing Average Network PCI
o To Improve Average Network PCI
Backlog by Fiscal Year (re: restoration, rehabilitation and reconstruction)
Centerline mileage for MPAH, Local streets and total network
Percentage of total network in each of the five condition categories based
on centerline mileage
City of Seal Beach, CA Page 12
2016 Citywide Pavement Management Program
Final Report – June 8, 2016
PAVEMENT CONDTION INDEX REPORTING
Bucknam has included below the average weighted PCI (by area) for:
o PCI Report - A to Z Order
Entire Network
MPAH roadways
Local streets
Additionally, we have included a PCI map for the City’s use (previous page).
For the City of Seal Beach the weighted pavement condition index (PCI) for the entire network is 84.4;
for the MPAH designated streets the PCI is 82.1; for the Local streets the PCI is 86.1.
Current Pavement Conditions for Entire Network (Section Miles)
Pavement Network Totals & Historical PCI Trends
We have enclosed a Pavement Condition Index (PCI) report which demonstrates specific PCI values,
inspection dates, section measurements, functional classifications, etc.
DRAFT City of Seal Beach, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name (A to Z)
BranchID SectionID Name From To Length Width Area Rank MPAH Type Lanes ZONE PCI PCI Pct Climate PCI Pct Load PCI Pct Other Insp. Date
MPAH
09 019 1ST ST OCEAN AV MARINA DR 887 40 35,480 A MPAH AC 2 1 96 100 0 0 1/20/16
09 021 1ST ST PCH 597' NE/PCH 597 24 14,328 A MPAH AC 2 1 56 55 35 10 1/21/16
09 0258 1ST ST MARINA DR PCH 2,172 23 49,956 A MPAH AC 2 1 48 47 50 3 1/21/16
09 0259 1ST ST PCH MARINA DR 2,172 22 47,784 A MPAH AC 2 1 59 48 40 12 1/21/16
031 051 BOLSA AV SEAL BEACH BL BALBOA DR 1,985 37 73,445 C MPAH AC 2 2 95 100 0 0 1/14/16
031 052 BOLSA AV BALBOA DR PCH 993 37 36,741 C MPAH AC 2 2 53 40 51 9 1/14/16
062 098 ELECTRIC AV 5TH ST CORSAIR WY 510 37 18,870 C MPAH AC 2 1 100 0 0 0 1/20/16
062 099 ELECTRIC AV CORSAIR WY CDS 380 33 13,640 C MPAH AC 2 1 86 91 0 9 1/20/16
062 0100 ELECTRIC AV SEAL BEACH BL END 190 34 6,460 C MPAH AC 2 1 94 40 15 45 1/20/16
063 0101 ELECTRIC AV NB MAIN ST 6TH ST 960 27 25,920 C MPAH AC 1 1 43 12 77 11 1/20/16
063 0102 ELECTRIC AV NB SEAL BEACH BL 14TH ST 820 27 22,140 C MPAH AAC 1 1 93 41 0 59 1/20/16
063 0103 ELECTRIC AV NB 14TH ST MAIN ST 1,590 27 42,930 C MPAH AC 1 1 96 86 0 14 1/20/16
064 0104 ELECTRIC AV SB 6TH ST MAIN ST 910 25 22,750 C MPAH AC 1 1 66 29 56 15 1/20/16
064 0105 ELECTRIC AV SB SEAL BEACH BL 14TH ST 755 25 18,875 C MPAH AAC 1 1 94 50 0 50 1/20/16
064 0106 ELECTRIC AV SB 14TH ST MAIN ST 1,605 25 40,125 C MPAH AAC 1 1 43 16 66 18 1/20/16
086 316 LAMPSON AV HEATHER ST CANDLEBERRY AV 2,630 60 157,800 A MPAH AC 4 6 81 42 18 40 1/26/16
086 317 LAMPSON AV CANDLEBERY AV BASSWOOD ST 1,269 56 11,200 A MPAH AAC 5 6 87 32 0 68 3/29/16
086 318 LAMPSON AV BASSWOOD ST 735' E/O BASSWOOD ST 735 56 11,200 A MPAH AAC 5 6 82 66 17 17 1/5/16
086 319 LAMPSON AV 735' E/O BASSWOOD ST OLD RANCH PLAZA 1,903 56 11,200 A MPAH AAC 5 6 85 64 0 36 1/5/16
086 320 LAMPSON AV OLD RANCH PLAZA SEAL BEACH BLVD 746 56 11,200 A MPAH AAC 5 6 71 43 25 32 1/5/16
086 321 LAMPSON AV CITY LIMIT ROSE ST 1,781 60 96,300 A MPAH AC 4 6 91 86 0 14 1/26/16
086 335 LAMPSON AV ROSE ST HEATHER ST 1,582 60 87,306 A MPAH AC 4 6 95 78 0 22 1/26/16
090 0150 MARINA DR PCH 6TH ST 629 61 38,369 C MPAH AC 3 1 13 20 80 0 1/20/16
090 0151 MARINA DR 6TH ST 1ST ST 1,650 50 82,500 C MPAH AC 2 1 67 40 49 11 1/26/16
090 0304 MARINA DR 1ST ST CITY LIMIT 965 50 45,520 C MPAH AC 2 1 82 32 40 28 1/26/16
0100 0165 OLD RANCH PARKWAY SEAL BEACH BL 200' W/ SEAL BEACH BL 520 48 24,960 A MPAH AC 3 3 39 34 52 14 1/5/16
0100 0166 OLD RANCH PARKWAY 200' W/ SEAL BEACH 720' W/ SEAL BEACH 200 64 12,800 A MPAH AC 4 3 34 32 68 0 1/5/16
0100 0167 OLD RANCH PARKWAY 720' W/ SEAL BEACH 22 FWY 1,030 34 37,520 A MPAH AC 2 3 25 24 52 24 1/5/16
0115 0184 SEAL BEACH BL ELECTRIC AV PCH 1,510 40 60,400 A MPAH AC 2 1 82 33 15 52 1/20/16
0115 0186 SEAL BEACH BL PCH BOLSA AV 1,640 97 159,080 A MPAH AAC 6 6 94 40 0 60 1/20/16
0115 0190 SEAL BEACH BL OLD RANCH PKY LAMPSON AV 833 89 74,137 A MPAH AC 6 6 92 65 0 35 1/5/16
0115 0191 SEAL BEACH BL LAMPSON AV ST. CLOUD DR 915 77 70,455 A MPAH AC 6 6 90 50 0 50 1/5/16
0115 0192 SEAL BEACH BL ST. CLOUD DR PLYMOUTH DR 1,491 77 114,807 A MPAH AC 6 6 91 41 0 59 1/5/16
0115 0193 SEAL BEACH BL PLYMOUTH DR CITY LIMIT 1,040 97 100,880 A MPAH AC 6 6 91 45 0 55 1/5/16
0115 322 SEAL BEACH BL BOLSA AV HERON POINTE 2,062 99 204,138 A MPAH AC 2 6 97 100 0 0 1/26/16
0115 323 SEAL BEACH BL HERON POINTE ADOLFO LOPEZ DR 1,248 99 123,552 A MPAH AC 2 6 97 93 0 7 1/26/16
0115 324 SEAL BEACH BL ADOLFO LOPEZ DR APOLLO DR 579 98 56,742 A MPAH AC 6 6 86 54 0 46 1/20/16
0115 325 SEAL BEACH BL APOLLO DR ROAD C 1,788 98 175,224 A MPAH AC 6 6 78 27 0 73 1/26/16
0115 326 SEAL BEACH BL ROAD C WESTMINSTER BL 1,551 98 151,998 A MPAH AC 6 6 77 51 12 37 1/26/16
0115 327 SEAL BEACH BL WESTMINSTER BL ST ANDREWS DR 1,010 95 95,950 A MPAH AC 6 6 71 61 9 30 1/26/16
0115 328 SEAL BEACH BL ST ANDREWS DR (N) GOLDEN RAIN RD 1,964 95 186,580 A MPAH AC 6 6 81 59 0 41 1/26/16
0115 329 SEAL BEACH BL (N) GOLDEN RAIN RD FWY 405 SOUTH 1,527 95 145,065 A MPAH AC 6 6 89 45 36 19 3/29/16
0115 330 SEAL BEACH BL FWY 405 SOUTH OLD RANCH PARKWAY 1,858 95 176,510 A MPAH AC 6 6 93 23 0 77 1/26/16
0127 0208 WESTMINSTER BL CITY LIMIT APOLLO DR 1,451 79 102,419 A MPAH AC 4 6 49 52 16 32 1/26/16
0127 0209 WESTMINSTER BL BOLSA CHICA RD SEAL BEACH BL 10,610 72 763,920 A MPAH AC 4 6 95 24 0 76 1/8/16
PCI Climate, PCI Load and PCI Other values indicate
the % of "distress type" found within section samples Page 1 of 6
DRAFT City of Seal Beach, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name (A to Z)
BranchID SectionID Name From To Length Width Area Rank MPAH Type Lanes ZONE PCI PCI Pct Climate PCI Pct Load PCI Pct Other Insp. Date
0127 314 WESTMINSTER BL APOLLO DR 1467' E/O APOLLO DR 1,451 79 103,002 A MPAH AC 4 6 48 50 33 17 1/26/16
0127 315 WESTMINSTER BL 1467' E/O APOLLO DR SEAL BEACH BLVD 1,429 79 102,489 A MPAH AC 4 6 51 51 17 32 1/26/16
4,064,667
LOCALS
01 01 10TH ST ELECTRIC AV PCH 660 40 26,400 E LOCAL AC 2 1 94 76 0 24 1/20/16
01 02 10TH ST OCEAN AV ELECTRIC AV 950 40 38,000 E LOCAL AC 2 1 83 100 0 0 1/20/16
01 03 10TH ST SEAL WY OCEAN AV 210 25 5,250 E LOCAL AC 2 1 64 12 64 24 1/20/16
02 04 11TH ST ELECTRIC AV LANDING AV 210 37 7,770 E LOCAL AC 2 1 100 0 0 0 1/20/16
02 05 11TH ST SEAL WY OCEAN AV 210 25 5,250 E LOCAL AC 2 1 84 60 0 40 1/20/16
02 06 11TH ST OCEAN AV ELECTRIC AV 965 40 38,600 E LOCAL AC 2 1 94 100 0 0 1/26/16
03 07 12TH ST ELECTRIC AV PCH 860 37 31,820 C LOCAL AAC 2 1 95 90 0 10 1/20/16
03 08 12TH ST OCEAN AV ELECTRIC AV 810 40 32,400 E LOCAL PCC 2 1 98 100 0 0 1/6/16
03 09 12TH ST SEAL WY OCEAN AV 210 24 5,040 E LOCAL AC 2 1 78 29 54 17 1/20/16
04 010 13TH ST ELECTRIC AV PCH 1,013 21 21,273 E LOCAL AC 1 1 100 0 0 0 2/8/16
04 011 13TH ST OCEAN AV ELECTRIC AV 710 40 28,400 E LOCAL AC 2 1 92 100 0 0 1/20/16
04 012 13TH ST SEAL WY OCEAN AV 210 25 5,250 E LOCAL AC 2 1 76 28 59 13 1/20/16
05 013 14TH ST ELECTRIC AV PCH 1,010 21 21,210 E LOCAL AC 2 1 100 0 0 0 1/20/16
05 014 14TH ST OCEAN AV ELECTRIC AV 660 40 26,400 E LOCAL AC 2 1 88 22 0 78 1/20/16
05 015 14TH ST SEAL WY OCEAN AV 210 25 5,250 E LOCAL AC 2 1 57 6 69 25 1/20/16
06 016 15TH ST ELECTRIC AV PCH 1,110 21 23,310 E LOCAL AC 1 1 100 0 0 0 1/20/16
07 017 16TH ST ELECTRIC AV PCH 1,160 21 24,360 E LOCAL AC 2 1 51 71 29 0 1/20/16
08 018 17TH ST ELECTRIC AV PCH 1,260 21 26,460 E LOCAL AC 1 1 58 71 29 0 1/20/16
09 0332 1ST ST END OCEAN AVE 403 40 16,120 A LOCAL AC 2 1 99 100 0 0 1/26/16
010 022 2ND ST OCEAN AV CENTRAL AV 860 40 34,400 E LOCAL AC 2 1 91 70 30 0 1/20/16
010 334 2ND ST CENTRAL AV MARINA DR 105 40 4,200 E LOCAL AC 2 1 96 100 0 0 1/26/16
011 023 3RD ST OCEAN AV CENTRAL AV 760 40 30,400 E LOCAL AC 2 1 89 28 0 72 1/20/16
012 024 4TH ST OCEAN AV MARINA DR 1,200 40 48,000 E LOCAL AC 2 1 87 30 0 70 1/20/16
013 025 5TH ST MARINA DR PCH 660 60 39,600 C LOCAL AC 4 1 80 24 0 76 1/20/16
013 026 5TH ST OCEAN AV MARINA DR 1,400 40 56,000 E LOCAL AC 2 1 79 74 0 26 1/20/16
014 027 6TH ST OCEAN AV ELECTRIC AV 1,300 40 52,000 E LOCAL AAC 2 1 97 11 0 89 3/29/16
014 333 6TH ST (S) ELECTRIC AV MARINA DR 195 40 7,800 E LOCAL AAC 2 1 86 21 40 39 1/26/16
015 028 7TH ST ELECTRIC AV MARINA DR 210 40 8,400 E LOCAL AAC 2 1 96 100 0 0 1/20/16
015 029 7TH ST OCEAN AV ELECTRIC AV 1,280 40 51,200 E LOCAL AAC 2 1 96 100 0 0 1/20/16
016 030 8TH ST ELECTRIC AV PCH 460 40 18,400 E LOCAL AAC 2 1 97 100 0 0 1/20/16
016 031 8TH ST OCEAN AV ELECTRIC AV 1,150 40 46,000 E LOCAL AAC 2 1 97 100 0 0 1/20/16
017 032 ADOLFO LOPEZ DR END 425 E/SEAL BEACH BL 800 60 48,000 E LOCAL AAC 2 6 83 31 0 69 1/20/16
017 033 ADOLFO LOPEZ DR SEAL BEACH BL 425 W/SEAL BEACH BL 425 60 25,500 E LOCAL AAC 2 6 62 65 0 35 1/20/16
018 034 AGUA PL MARLIN AV CDS 220 27 7,040 E LOCAL AAC 2 5 91 100 0 0 1/14/16
019 035 ALMOND AV DAISY ST ASTER ST 1,950 36 70,200 C LOCAL AC 2 3 100 0 0 0 2/8/16
019 036 ALMOND AV VIOLET ST ROSE CR 765 37 28,305 C LOCAL AC 2 3 98 100 0 0 1/7/16
019 037 ALMOND AV ROSE CR OLEANDER ST 705 37 26,085 C LOCAL AC 2 3 91 100 0 0 1/7/16
019 0311 ALMOND AV IRIS CR DAISY ST 975 36 35,100 C LOCAL AC 2 3 89 16 0 84 1/7/16
019 0312 ALMOND AV OLEANDER ST IRIS CR 1,120 36 40,320 C LOCAL AC 2 3 90 70 0 30 1/7/16
020 038 ASTER ST ALMOND AV BIRCHWOOD AV 1,239 37 45,843 E LOCAL AAC 2 3 90 54 0 46 1/6/16
020 039 ASTER ST BIRCHWOOD AV CANDLEBERRY AV 206 37 7,622 E LOCAL AAC 2 3 93 38 0 62 1/6/16
PCI Climate, PCI Load and PCI Other values indicate
the % of "distress type" found within section samples Page 2 of 6
DRAFT City of Seal Beach, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name (A to Z)
BranchID SectionID Name From To Length Width Area Rank MPAH Type Lanes ZONE PCI PCI Pct Climate PCI Pct Load PCI Pct Other Insp. Date
021 040 AVALON DR CATALINA AV END 430 33 14,190 E LOCAL AC 2 2 91 100 0 0 1/14/16
022 041 BALBOA DR BOLSA AV CATALINA AV 1,060 37 39,220 C LOCAL AC 2 2 100 0 0 0 1/14/16
022 042 BALBOA DR PCH BOLSA AV 660 37 24,420 E LOCAL AC 2 2 90 100 0 0 1/14/16
023 043 BANYAN AV CAMELIA ST COLUMBINE ST 600 33 19,800 E LOCAL AC 2 3 71 22 61 17 1/8/16
024 044 BASSWOOD ST ASTER ST LAMPSON AV 410 36 14,760 C LOCAL AC 2 3 98 100 0 0 1/5/16
026 046 BAYOU WY BAYSIDE DR HARBOR WY 630 33 20,790 E LOCAL AAC 2 2 91 100 0 0 1/14/16
025 045 BAYSIDE DR BOLSA AV CRESTVIEW AV 1,410 33 46,530 E LOCAL AC 2 2 89 100 0 0 1/14/16
027 047 BEACHCOMBER DR BOLSA AV SEA BREEZE DR 1,160 33 38,280 E LOCAL AAC 2 2 94 100 0 0 1/14/16
028 048 BERYL COVE WY EMERALD COVE WY MARLIN AV 360 33 11,880 E LOCAL AC 2 5 91 100 0 0 1/14/16
029 049 BIRCHWOOD AV DAISY ST ASTER ST 1,650 33 54,450 E LOCAL AAC 2 3 90 68 25 7 1/7/16
029 0313 BIRCHWOOD AV OLEANDER ST DAISY ST 1,950 33 64,350 E LOCAL AAC 2 3 88 69 29 2 1/7/16
030 050 BLUEBELL ST ALMOND AV BIRCHWOOD AV 710 33 23,430 E LOCAL AC 2 3 72 19 66 15 1/7/16
032 053 CAMELIA ST ALMOND AV BANYAN AV 590 33 19,470 E LOCAL AC 2 3 77 46 51 3 1/8/16
033 054 CANDLEBERRY AV FUCHSIA ST ASTER AV 1,730 36 62,280 E LOCAL AAC 2 3 91 63 0 37 1/6/16
033 055 CANDLEBERRY AV MARIGOLD ST FUCHSIA ST 1,560 37 57,720 E LOCAL AAC 2 3 95 100 0 0 1/8/16
033 056 CANDLEBERRY AV WISTERIA ST OLEANDER ST 1,660 33 54,780 E LOCAL AC 2 3 86 33 66 1 3/29/16
033 0303 CANDLEBERRY AV ASTER ST LAMPSON AV 365 36 13,140 E LOCAL AAC 2 3 94 40 0 60 1/6/16
036 059 CARAVEL WY MARINA DR CORSAIR WY 360 37 13,320 E LOCAL AC 2 1 96 91 0 9 1/20/16
034 057 CARMEL AV SURF PL COASTLINE DR 360 37 13,320 E LOCAL AAC 2 2 90 91 0 9 1/14/16
035 058 CARNATION CR ALMOND AV CDS 230 33 8,840 E LOCAL AC 2 3 83 28 56 16 1/8/16
037 060 CATALINA AV BALBOA DR COASTLINE DR 1,910 37 70,670 E LOCAL AC 2 2 90 100 0 0 1/14/16
037 061 CATALINA AV SEA BREEZE DR BALBOA DR 1,160 37 42,920 E LOCAL AC 2 2 88 100 0 0 1/26/16
037 0308 CATALINA AV SEA BREEZE DR CDS 1,330 37 49,760 E LOCAL AC 2 2 91 100 0 0 1/26/16
038 062 CENTRAL AV MAIN ST 12TH ST 860 40 34,400 C LOCAL AAC 2 1 97 100 0 0 1/20/16
038 063 CENTRAL AV 1ST ST 2ND ST 260 20 5,200 C LOCAL AAC 1 1 93 56 0 44 1/20/16
038 064 CENTRAL AV 2ND ST 6TH ST 1,265 40 50,600 C LOCAL AAC 2 1 95 100 0 0 1/26/16
038 0252 CENTRAL AV 6TH ST MAIN ST 950 40 38,000 C LOCAL AAC 2 1 97 100 0 0 1/26/16
039 065 CENTRAL WY 2ND ST 1ST ST 260 40 10,400 E LOCAL AC 2 1 94 95 0 5 1/20/16
039 066 CENTRAL WY 4TH ST 2ND ST 560 38 21,280 E LOCAL AC 2 1 91 69 0 31 1/20/16
039 067 CENTRAL WY 5TH ST 4TH ST 260 38 9,880 E LOCAL AC 2 1 95 100 0 0 1/20/16
040 068 CLIPPER WY CARAVEL WY ELECTRIC AV 910 33 30,030 E LOCAL AC 2 1 96 100 0 0 1/20/16
041 069 CLOVER CR ALMOND AV CDS 130 33 5,540 E LOCAL AC 2 3 93 98 2 0 1/8/16
042 070 COASTLINE DR CARMEL AV CDS 480 27 14,110 E LOCAL AC 2 2 90 100 0 0 1/14/16
042 071 COASTLINE DR MARVISTA DR CARMEL DR 455 33 15,015 E LOCAL AC 2 2 90 100 0 0 1/26/16
042 0305 COASTLINE DR BALBOA DR MARVISTA DR 1,850 33 61,050 E LOCAL AC 2 2 91 100 0 0 1/26/16
044 073 COLLEGE PARK DR (N) YALE LN (S) HARVARD LN 1,741 37 64,417 C LOCAL AC 2 4 92 65 0 35 1/8/16
044 074 COLLEGE PARK DR (S) HARVARD LN CITY LIMIT 940 44 27,810 C LOCAL AC 2 4 84 36 57 7 1/8/16
044 337 COLLEGE PARK DR (N) HARVARD LN (N) YALE LN 940 37 34,780 C LOCAL AC 2 4 92 100 0 0 1/8/16
043 072 COLUMBINE ST ALMOND AV BANYAN AV 210 33 6,930 E LOCAL AC 2 3 78 25 71 4 1/8/16
045 075 CORAL PL CDS BAYSIDE DR 230 27 7,310 E LOCAL AC 2 2 89 96 0 4 1/14/16
046 076 CORSAIR WY CARAVEL WY SCHOONER WY 1,020 33 33,660 E LOCAL AC 2 1 94 95 0 5 1/20/16
047 077 CREST DR CATALINA AV CRESTVIEW AV 210 33 6,930 E LOCAL AAC 2 2 89 66 0 34 1/14/16
048 078 CRESTVIEW AV CATALINA AV BAYSIDE DR 1,130 33 37,290 E LOCAL AAC 2 2 90 100 0 0 1/26/16
048 0309 CRESTVIEW AV BAYSIDE DR CREST DR 1,130 33 37,290 E LOCAL AAC 2 2 90 95 0 5 1/26/16
048 0310 CRESTVIEW AV CREST DR AVALON DR 925 33 30,525 E LOCAL AAC 2 2 91 100 0 0 1/26/16
049 079 CRYSTAL COVE WY MARBLE COVE WY OPAL COVE WY 520 33 17,160 E LOCAL AAC 2 5 91 100 0 0 1/14/16
050 080 CRYSTAL PL CRYSTAL COVE WY CDS 240 27 7,530 E LOCAL AC 2 5 93 100 0 0 1/14/16
PCI Climate, PCI Load and PCI Other values indicate
the % of "distress type" found within section samples Page 3 of 6
DRAFT City of Seal Beach, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name (A to Z)
BranchID SectionID Name From To Length Width Area Rank MPAH Type Lanes ZONE PCI PCI Pct Climate PCI Pct Load PCI Pct Other Insp. Date
051 081 DAFFODIL CR ALMOND AV CDS 230 33 8,840 E LOCAL AC 2 3 77 25 75 0 1/8/16
052 082 DAHLIA DR ALMOND AV CDS 230 33 8,840 E LOCAL AC 2 3 75 30 68 2 1/8/16
053 083 DAISY CR FIR AV CDS 230 33 8,840 E LOCAL AC 2 3 57 42 57 1 1/6/16
054 084 DAISY ST ALMOND AV BIRCHWOOD AV 410 33 13,530 E LOCAL AC 2 3 54 12 74 14 1/8/16
054 085 DAISY ST CANDLEBERRY AV DOGWOOD AV 210 33 6,930 E LOCAL AC 2 3 67 14 52 34 1/6/16
055 086 DARTMOUTH CR HARVARD LN CDS 180 34 8,120 E LOCAL AC 2 4 78 10 63 27 3/29/16
056 087 DOGWOOD AV DAISY ST IRONWOOD AV 1,470 33 48,510 E LOCAL AC 2 3 80 40 34 26 3/29/16
056 088 DOGWOOD AV MARIGOLD ST FUCHSIA ST 1,520 33 50,160 E LOCAL AC 2 3 73 32 57 11 1/8/16
056 089 DOGWOOD AV WISTERIA ST OLEANDER ST 1,710 33 56,430 E LOCAL AC 2 3 58 30 63 7 1/7/16
057 090 DOLPHIN AV SEAL WY OCEAN AV 226 24 5,424 E LOCAL AC 2 1 63 28 67 5 1/20/16
057 091 DOLPHIN AV OCEAN AV ELECTRIC AV 582 24 13,968 E LOCAL AC 1 1 90 96 0 4 1/20/16
058 092 DORY WY GALLEON WY SCHOONER WY 360 28 10,080 E LOCAL AC 2 2 93 100 0 0 1/20/16
059 093 DRIFTWOOD AV BALBOA DR COASTLINE DR 1,460 33 48,180 E LOCAL AAC 2 2 89 86 14 0 1/14/16
060 094 EBBTIDE PL COASTLINE PL CDS 230 27 7,410 E LOCAL AC 2 2 87 100 0 0 1/14/16
061 20 ELDER AV FUCHSIA ST IRONWOOD AV 1,500 36 54,000 E LOCAL AC 2 3 94 100 0 0 1/6/16
061 095 ELDER AV HEATHER ST FUCHSIA ST 520 36 18,720 E LOCAL AC 2 3 89 97 0 3 1/6/16
061 096 ELDER AV OLEANDER ST HEATHER ST 1,130 36 40,680 E LOCAL AC 2 3 79 87 0 13 1/6/16
061 097 ELDER AV VIOLET ST PRIMROSE ST 1,380 33 45,540 E LOCAL AC 2 3 80 78 0 22 1/7/16
065 0107 EMERALD COVE WY BERYL COVE WY JADE COVE WY 580 33 19,140 E LOCAL AC 2 5 90 100 0 0 1/14/16
066 0108 EMERALD PL EMERALD COVE WY CDS 230 27 7,460 E LOCAL AC 2 5 86 43 0 57 1/26/16
067 0109 FATHOM AV SILVER SHOALS AV BALBOA DR 810 33 26,730 E LOCAL AC 2 2 91 100 0 0 1/14/16
068 0110 FERN CR ALMOND AV CDS 230 33 8,840 E LOCAL AC 2 3 81 17 66 17 1/8/16
069 0111 FIR AV GOLDENROD ST IRONWOOD AV 1,460 33 48,180 E LOCAL AAC 2 3 94 78 0 22 3/29/16
069 0112 FIR AV ROSE ST HEATHER ST 1,260 33 41,580 E LOCAL AC 2 3 73 37 43 20 1/7/16
069 0113 FIR AV SUNFLOWER ST ROSE ST 330 33 10,890 E LOCAL AAC 2 3 97 100 0 0 1/7/16
069 0114 FIR AV WISTERIA ST SUNFLOWER ST 1,220 33 40,260 E LOCAL AAC 2 3 97 100 0 0 1/7/16
070 0115 FIR CR FIR AV CDS 130 60 8,900 E LOCAL AC 2 3 91 95 2 3 1/7/16
072 0117 FUCHSIA CR FIR AV CDS 330 33 12,140 E LOCAL AAC 2 3 93 95 0 5 1/6/16
071 0116 FUCHSIA ST BIRCHWOOD AV ELDER AV 640 33 21,120 E LOCAL AAC 2 3 92 60 40 0 3/29/16
073 0118 GALLEON WY ELECTRIC AV DORY WY 970 33 32,010 E LOCAL AC 2 1 75 18 0 82 1/20/16
097 0160 GATE RD SEAL BEACH BL 1857' W/O SEAL BEACH BL 1,857 42 77,994 E LOCAL AAC 2 6 89 29 0 71 1/26/16
097 0161 GATE RD 1857' W/O SEAL BEACH BL CDS 1,857 25 47,175 E LOCAL AAC 2 6 94 41 0 59 1/26/16
074 0119 GOLDENROD CR ALMOND AV CDS 230 33 8,840 E LOCAL AC 2 3 88 41 36 23 1/8/16
0139 0120 GOLDENROD ST ELDER AV CDS 610 33 21,380 E LOCAL AAC 2 3 86 77 0 23 1/6/16
075 0121 GUAVA AV IRONWOOD AV CDS 530 33 18,740 E LOCAL AC 2 3 96 68 0 32 3/29/16
075 0122 GUAVA AV PANSY ST HEATHER ST 1,360 33 44,880 E LOCAL AC 2 3 78 56 0 44 1/7/16
077 0124 HARBOR WY BAYSIDE DR BAYOU WY 760 33 25,080 E LOCAL AC 2 2 100 0 0 0 1/14/16
076 0123 HARVARD LN COLLEGE PARK DR OCCIDENTAL LN 1,063 37 39,331 E LOCAL AC 2 4 88 91 0 9 1/26/16
076 331 HARVARD LN OCCIDENTAL LN (N) COLLEGE PARK DR 1,289 37 47,693 E LOCAL AC 2 4 87 47 0 53 1/26/16
076 336 HARVARD LN (N) COLLEGE PARK DR CDS 992 37 37,804 E LOCAL AC 2 4 94 100 0 0 1/8/16
078 0125 HAZELNUT AV GUAVA AV HEATHER ST 1,210 33 39,930 E LOCAL AAC 2 3 90 65 0 35 1/6/16
078 0126 HAZELNUT AV HEATHER ST ROSE ST 1,610 33 53,130 E LOCAL AC 2 3 82 65 0 35 1/6/16
078 0127 HAZELNUT AV WISTERIA ST SUNFLOWER ST 1,310 33 43,230 E LOCAL AC 2 3 34 15 85 0 1/7/16
079 0128 HEATHER CR ALMOND AV CDS 230 33 8,840 E LOCAL AC 2 3 94 63 37 0 1/8/16
0135 0129 HEATHER ST HAZELNUT AV LAMPSON AV 490 37 18,130 E LOCAL AAC 2 3 77 46 34 20 1/6/16
0135 0130 HEATHER ST ELDER AV HAZELNUT AV 790 37 29,230 E LOCAL AC 2 3 90 100 0 0 1/6/16
080 0131 IRIS CR ALMOND AV CDS 230 33 8,840 E LOCAL AC 2 3 78 21 77 2 1/8/16
PCI Climate, PCI Load and PCI Other values indicate
the % of "distress type" found within section samples Page 4 of 6
DRAFT City of Seal Beach, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name (A to Z)
BranchID SectionID Name From To Length Width Area Rank MPAH Type Lanes ZONE PCI PCI Pct Climate PCI Pct Load PCI Pct Other Insp. Date
0136 0132 IRIS ST HAZELNUT AV IRONWOOD AV 226 32 7,232 E LOCAL AC 2 3 49 12 68 20 1/6/16
081 0133 IRONWOOD AV CANDLEBERRY AV ELDER AV 524 33 17,292 C LOCAL AC 2 3 98 100 0 0 1/6/16
081 0134 IRONWOOD AV ELDER AV HEATHER ST 1,967 33 64,911 C LOCAL AC 2 3 97 99 0 1 1/6/16
081 0135 IRONWOOD AV ROSE ST IRIS ST 1,420 33 46,860 C LOCAL AC 2 3 50 9 80 11 1/6/16
081 0136 IRONWOOD AV WISTERIA ST TULIP ST 322 37 11,914 C LOCAL AC 2 3 96 100 0 0 1/7/16
081 0137 IRONWOOD AV TULIP ST SUNFLOWER ST 1,020 37 37,740 C LOCAL AC 2 3 64 47 53 0 1/7/16
082 0138 ISLAND VIEW DR BOLSA AV SEA BREEZE DR 1,110 33 36,630 E LOCAL AAC 2 2 94 100 0 0 1/14/16
083 0139 JADE COVE WY EMERALD COVE WY MARLIN AV 360 33 11,880 E LOCAL AC 2 5 91 100 0 0 1/14/16
084 0140 JASMIN CR ALMOND AV CDS 230 33 8,840 E LOCAL AC 2 3 94 53 0 47 1/8/16
085 0141 LAGUNA PL MARLIN AV CDS 380 27 11,460 E LOCAL AC 2 5 91 100 0 0 1/14/16
087 0145 LANDING AV 12TH ST 11TH ST 260 42 10,920 E LOCAL AC 2 1 39 61 39 0 1/20/16
087 0146 LANDING AV SEAL BEACH BL 12TH ST 1,210 21 25,410 E LOCAL AC 2 1 95 0 0 100 1/20/16
088 0147 LOYOLA PLAZA COLLEGE PARK DR CDS 330 25 9,250 E LOCAL AC 2 4 80 74 26 0 1/8/16
089 0148 MAIN ST ELECTRIC AV PCH 690 55 37,950 C LOCAL AC 2 1 49 59 41 0 1/21/16
089 0149 MAIN ST OCEAN AV ELECTRIC AVE 1,190 57 67,830 C LOCAL AC 2 1 91 88 0 12 1/20/16
091 0152 MARBLE COVE WY CRYSTAL COVE WY MARLIN AV 360 33 11,880 E LOCAL AC 2 5 91 100 0 0 1/14/16
092 0153 MARIGOLD ST BIRCHWOOD AV CANDLEBERRY AV 160 33 5,280 E LOCAL AC 2 3 51 12 85 3 1/8/16
092 0154 MARIGOLD ST CANDLEBERRY AV DOGWOOD AV 160 33 5,280 E LOCAL AC 2 3 74 29 66 5 1/8/16
093 0155 MARINE AV ELECTRIC AV DOLPHIN AV 320 24 7,680 E LOCAL AC 1 1 89 93 0 7 1/20/16
094 0156 MARLIN AV SEAL BEACH BL BALBOA DR 1,610 37 59,570 E LOCAL AC 2 5 90 79 21 0 1/14/16
095 0157 MARVISTA AV CATALINA AV COASTLINE DR 1,610 33 53,130 E LOCAL AC 2 2 93 100 0 0 3/29/16
095 0158 MARVISTA AV COASTLINE DR PCH 123 36 4,428 E LOCAL AC 2 2 94 100 0 0 1/20/16
096 0159 NEPTUNE AV SEAL WY OCEAN AV 210 24 5,040 E LOCAL AC 2 1 90 42 58 0 1/20/16
098 0162 OCCIDENTAL DR STANFORD LN HARVARD LN 160 33 5,280 E LOCAL AC 2 4 77 16 64 20 1/8/16
099 0163 OCEAN AV 13TH ST MAIN ST 1,265 51 64,515 C LOCAL AC 2 1 80 88 12 0 1/26/16
099 0164 OCEAN AV MAIN ST 5TH ST 1,245 52 64,740 C LOCAL AC 2 1 79 80 20 0 1/26/16
099 0306 OCEAN AV ELECTRIC AV 13TH ST 1,300 51 66,300 C LOCAL AC 2 1 82 96 0 4 1/26/16
099 0307 OCEAN AV 5TH ST 1ST ST 1,240 52 64,480 C LOCAL AC 2 1 77 68 32 0 1/26/16
0101 0168 OLEANDER ST ALMOND AV FIR AV 1,320 36 47,520 E LOCAL AC 2 3 45 23 65 12 1/7/16
0102 0169 OPAL COVE WY CRYSTAL COVE WY MARLIN AV 360 33 11,880 E LOCAL AC 2 5 91 100 0 0 1/14/16
0113 0170 PANSY CR ALMOND AV CDS 430 33 15,440 E LOCAL AC 2 6 91 53 11 36 1/7/16
0103 0171 PANSY ST FIR AV GUAVA AV 160 33 5,280 E LOCAL AC 2 6 89 74 0 26 1/7/16
0106 0174 PRIMROSE CR ALMOND AV CDS 430 33 15,440 E LOCAL AC 2 3 91 74 0 26 1/7/16
0104 0172 PRIMROSE ST DOGWOOD AV ELDER AV 210 33 6,930 E LOCAL AC 2 3 92 50 14 36 1/7/16
0105 0173 PRINCETON CR HARVARD LN CDS 230 30 8,900 E LOCAL AC 2 4 70 34 66 0 1/8/16
0107 0175 PURDUE CR COLLEGE PARK DR CDS 68 27 3,836 E LOCAL AC 2 4 58 9 75 16 1/8/16
0108 0176 RIVIERA DR MARLIN AV BOLSA AV 560 31 17,360 E LOCAL AC 2 5 89 100 0 0 1/14/16
0137 0177 ROSE CR ALMOND AV CDS 430 33 15,440 E LOCAL AC 2 3 93 100 0 0 1/7/16
0109 0178 ROSE ST FIR AV HAZELNUT AV 390 37 14,430 C LOCAL AC 2 3 91 71 0 29 3/29/16
0109 0179 ROSE ST HAZELNUT AV LAMPSON AV 440 37 16,280 C LOCAL AC 2 3 96 83 0 17 3/29/16
0110 0180 ROSSMOOR CENTER WY SEAL BEACH BL WEST RD 864 30 25,920 C LOCAL AC 2 3 88 56 0 44 1/5/16
0110 0181 ROSSMOOR CENTER WY WEST RD MONTECITO RD 364 28 10,192 C LOCAL AC 2 3 88 57 0 43 1/5/16
0111 0182 SANDPIPER DR BOLSA AV TAPER DR 1,110 33 36,630 E LOCAL AC 2 1 97 100 0 0 1/14/16
0112 0183 SCHOONER WY GALLEON WY DORY WY 660 33 21,780 E LOCAL AC 2 1 87 100 0 0 1/20/16
0114 0185 SEA BREEZE DR BOLSA AV CATALINA AV 1,160 33 38,280 E LOCAL AC 2 2 94 100 0 0 1/14/16
0117 0194 SEAL WY 10TH ST 11TH ST 290 15 4,350 E LOCAL PCC 1 1 90 16 78 6 1/20/16
0117 0195 SEAL WY DOLPHIN AV 14TH ST 270 13 3,510 E LOCAL PCC 1 1 88 16 84 0 1/26/16
PCI Climate, PCI Load and PCI Other values indicate
the % of "distress type" found within section samples Page 5 of 6
DRAFT City of Seal Beach, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name (A to Z)
BranchID SectionID Name From To Length Width Area Rank MPAH Type Lanes ZONE PCI PCI Pct Climate PCI Pct Load PCI Pct Other Insp. Date
0117 0196 SEAL WY 12TH ST 11TH ST 300 12 3,600 E LOCAL PCC 1 1 100 0 0 0 1/26/16
0117 0247 SEAL WY 13TH ST 12TH ST 295 12 3,540 E LOCAL PCC 1 1 100 0 0 0 1/26/16
0117 0248 SEAL WY 14TH ST 13TH ST 295 12 3,540 E LOCAL PCC 1 1 100 0 0 0 1/26/16
0117 0249 SEAL WY NEPTUNE AV DOLPHIN AV 385 13 5,005 E LOCAL PCC 1 1 83 9 89 2 1/26/16
0117 0250 SEAL WY ELECTRIC AV NEPTUNE AV 505 13 6,565 E LOCAL PCC 1 1 82 9 91 0 1/26/16
0118 0197 SILVER SHOALS AV BOLSA AV FATHOM AV 300 33 9,900 E LOCAL AC 2 2 100 0 0 0 1/14/16
0119 0198 SOUTH SHORE DR BOLSA AV TAPER DR 1,060 33 34,980 E LOCAL AC 2 2 97 100 0 0 1/14/16
0120 0199 STANFORD LN COLLEGE PARK DR COLLEGE PARK DR 1,860 32 59,520 E LOCAL AC 2 3 82 28 15 57 1/8/16
0138 0200 SUNFLOWER CR ALMOND AV CDS 430 33 15,440 E LOCAL AC 2 1 98 85 0 15 1/7/16
0121 0201 SUNFLOWER ST FIR AV IRONWOOD AV 560 37 20,720 E LOCAL AC 2 3 42 24 69 7 1/7/16
0122 0202 SURF PL CATALINA AV CDS 480 33 16,940 E LOCAL AC 2 2 91 100 0 0 1/14/16
0123 0203 TAPER DR BOLSA AV CATALINA AV 1,110 33 36,630 E LOCAL AC 2 2 97 100 0 0 1/14/16
0124 0204 TEABERRY CR ALMOND AV CDS 430 33 15,440 E LOCAL AC 2 2 94 31 0 69 1/7/16
0125 0205 TULIP ST IRONWOOD AV LAMPSON AV 70 36 2,520 E LOCAL AAC 2 3 94 100 0 0 1/7/16
0126 0206 VIOLET ST ALMOND AV CANDLEBERRY AV 660 33 21,780 E LOCAL AC 2 3 85 34 25 41 1/7/16
0126 0207 VIOLET ST ELDER AV FIR AV 160 33 5,280 E LOCAL AC 2 3 43 12 78 10 1/7/16
0128 0210 WISTERIA ST DOGWOOD AV IRONWOOD AV 990 37 36,630 E LOCAL AC 2 3 78 42 46 12 3/29/16
0128 0211 WISTERIA ST DOGWOOD AV CDS 1,040 33 35,570 E LOCAL AC 2 3 80 49 44 7 3/29/16
0129 0212 YALE CR END YALE LN 130 48 6,240 E LOCAL AC 2 4 82 23 77 0 3/29/16
0130 0213 YALE LN (N) COLLEGE PARK DR (S) COLLEGE PARK DR 1,160 33 38,280 E LOCAL AC 2 4 77 55 45 0 1/8/16
5,327,374
PCI Climate, PCI Load and PCI Other values indicate
the % of "distress type" found within section samples Page 6 of 6
City of Seal Beach, CA Page 13
2016 Citywide Pavement Management Program
Final Report – June 8, 2016
PROJECTED PCI UNDER EXISTING FUNDING LEVELS (SEVEN-YEAR PROJECTION)
Based on the current funding that the City has identified, we have weighted this funding against the
conditions found on the network from the most recent survey. We have included summary tables
below to demonstrate our PCI findings.
Projected PCI Under Current Funding (Seven-Yr Projection)
Projected PCI Under Current Funding (Seven-Yr Projection)
City of Seal Beach, CA Page 14
2016 Citywide Pavement Management Program
Final Report – June 8, 2016
ROAD MAINTENANCE AND REHABILITATION PROJECTIONS (SEVEN-YR)
This report is a section-by-section listing of recommended maintenance and rehabilitation projects laid
out by fiscal year. This is a seven-year projection which includes the MPAH and Local street programs.
DRAFT City of Seal Beach, CA
Forecasted Maintenance Report - FY 2016-2023
Sorted by FY
FY Name From To Length Width Area Classification Location PCI Maint. Type Total $
2016-17 1ST ST PCH MARINA DR 2,172 22 47,784 Arterial MPAH 59 ARHM $210,250
2016-17 1ST ST PCH 597' NE/PCH 597 24 14,328 Arterial MPAH 56 ARHM $63,043
$273,293
2016-17 5TH ST MARINA DR PCH 660 60 39,600 Collector CPW/Bridge 80 Slurry Seal $15,840
2016-17 COLLEGE PARK DR (S) HARVARD LN CITY LIMIT 940 44 27,810 Collector CPW/Bridge 84 Slurry Seal $11,124
2016-17 DARTMOUTH CR HARVARD LN CDS 180 34 8,120 Local CPW/Bridge 78 Slurry Seal $3,248
2016-17 GALLEON WY ELECTRIC AV DORY WY 970 33 32,010 Local CPW/Bridge 75 Slurry Seal $12,804
2016-17 HARVARD LN COLLEGE PARK DR OCCIDENTAL LN 1,063 37 39,331 Local CPW/Bridge 88 Slurry Seal $15,732
2016-17 HARVARD LN OCCIDENTAL LN (N) COLLEGE PARK DR 1,289 37 47,693 Local CPW/Bridge 87 Slurry Seal $19,077
2016-17 LOYOLA PLAZA COLLEGE PARK DR CDS 330 25 9,250 Local CPW/Bridge 80 Slurry Seal $3,700
2016-17 OCCIDENTAL DR STANFORD LN HARVARD LN 160 33 5,280 Local CPW/Bridge 77 Slurry Seal $2,112
2016-17 PRINCETON CR HARVARD LN CDS 230 30 8,900 Local CPW/Bridge 70 Slurry Seal $3,560
2016-17 SCHOONER WY GALLEON WY DORY WY 660 33 21,780 Local CPW/Bridge 87 Slurry Seal $8,712
2016-17 STANFORD LN COLLEGE PARK DR COLLEGE PARK DR 1,860 32 59,520 Local CPW/Bridge 82 Slurry Seal $23,808
2016-17 YALE CR END YALE LN 130 48 6,240 Local CPW/Bridge 82 Slurry Seal $2,496
2016-17 YALE LN (N) COLLEGE PARK DR (S) COLLEGE PARK DR 1,160 33 38,280 Local CPW/Bridge 77 Slurry Seal $15,312
$137,526
2016-17 PURDUE CR COLLEGE PARK DR CDS 68 27 3,836 Local CPW/Bridge 58 ARHM $16,878
$16,878
2016-17 Total $427,697
2017-18 1ST ST MARINA DR PCH 2,172 23 49,956 Arterial MPAH 48 ARHM $219,806
2017-18 OLD RANCH PARKWAY SEAL BEACH BL 200' W/ SEAL BEACH BL 520 48 24,960 Arterial MPAH 39 ARHM $113,069
2017-18 OLD RANCH PARKWAY 200' W/ SEAL BEACH 720' W/ SEAL BEACH 200 64 12,800 Arterial MPAH 34 ARHM $57,984
$390,859
2017-18 ADOLFO LOPEZ DR END 425 E/SEAL BEACH BL 800 60 48,000 Local Hill/Cove 83 Slurry Seal $19,680
2017-18 BALBOA DR PCH BOLSA AV 660 37 24,420 Local Hill/Cove 90 Slurry Seal $10,012
2017-18 BAYSIDE DR BOLSA AV CRESTVIEW AV 1,410 33 46,530 Local Hill/Cove 89 Slurry Seal $19,077
2017-18 CARMEL AV SURF PL COASTLINE DR 360 37 13,320 Local Hill/Cove 90 Slurry Seal $5,461
2017-18 CATALINA AV BALBOA DR COASTLINE DR 1,910 37 70,670 Local Hill/Cove 90 Slurry Seal $28,975
2017-18 CATALINA AV SEA BREEZE DR BALBOA DR 1,160 37 42,920 Local Hill/Cove 88 Slurry Seal $17,597
2017-18 COASTLINE DR CARMEL AV CDS 480 27 14,110 Local Hill/Cove 90 Slurry Seal $5,785
2017-18 COASTLINE DR MARVISTA DR CARMEL DR 455 33 15,015 Local Hill/Cove 90 Slurry Seal $6,156
2017-18 CORAL PL CDS BAYSIDE DR 230 27 7,310 Local Hill/Cove 89 Slurry Seal $2,997
2017-18 CREST DR CATALINA AV CRESTVIEW AV 210 33 6,930 Local Hill/Cove 89 Slurry Seal $2,841
2017-18 CRESTVIEW AV CATALINA AV BAYSIDE DR 1,130 33 37,290 Local Hill/Cove 90 Slurry Seal $15,289
2017-18 CRESTVIEW AV BAYSIDE DR CREST DR 1,130 33 37,290 Local Hill/Cove 90 Slurry Seal $15,289
2017-18 DRIFTWOOD AV BALBOA DR COASTLINE DR 1,460 33 48,180 Local Hill/Cove 89 Slurry Seal $19,754
2017-18 EBBTIDE PL COASTLINE PL CDS 230 27 7,410 Local Hill/Cove 87 Slurry Seal $3,038
2017-18 EMERALD COVE WY BERYL COVE WY JADE COVE WY 580 33 19,140 Local Hill/Cove 90 Slurry Seal $7,847
Arterial Total
Local Paving Total
Arterial Total
Slurry Seal Total
Page 1 of 4
DRAFT City of Seal Beach, CA
Forecasted Maintenance Report - FY 2016-2023
Sorted by FY
FY Name From To Length Width Area Classification Location PCI Maint. Type Total $
2017-18 EMERALD PL EMERALD COVE WY CDS 230 27 7,460 Local Hill/Cove 86 Slurry Seal $3,059
2017-18 MARLIN AV SEAL BEACH BL BALBOA DR 1,610 37 59,570 Local Hill/Cove 90 Slurry Seal $24,424
2017-18 RIVIERA DR MARLIN AV BOLSA AV 560 31 17,360 Local Hill/Cove 89 Slurry Seal $7,118
$214,399
2017-18 ADOLFO LOPEZ DR SEAL BEACH BL 425 W/SEAL BEACH BL 425 60 25,500 Local Hill/Cove 62 AC Overlay $54,825
$54,825
2017-18 Total $660,083
2018-19 OLD RANCH PARKWAY 720' W/ SEAL BEACH 22 FWY 1,030 34 37,520 Arterial MPAH 25 AC Recon $368,071
$368,071
2018-19 10TH ST OCEAN AV ELECTRIC AV 950 40 38,000 Local Old Town 83 Slurry Seal $15,960
2018-19 11TH ST SEAL WY OCEAN AV 210 25 5,250 Local Old Town 84 Slurry Seal $2,205
2018-19 12TH ST SEAL WY OCEAN AV 210 24 5,040 Local Old Town 78 Slurry Seal $2,117
2018-19 13TH ST SEAL WY OCEAN AV 210 25 5,250 Local Old Town 76 Slurry Seal $2,205
2018-19 14TH ST OCEAN AV ELECTRIC AV 660 40 26,400 Local Old Town 88 Slurry Seal $11,088
2018-19 4TH ST OCEAN AV MARINA DR 1,200 40 48,000 Local Old Town 87 Slurry Seal $20,160
2018-19 5TH ST OCEAN AV MARINA DR 1,400 40 56,000 Local Old Town 79 Slurry Seal $23,520
2018-19 6TH ST (S) ELECTRIC AV MARINA DR 195 40 7,800 Local Old Town 86 Slurry Seal $3,276
2018-19 OCEAN AV 13TH ST MAIN ST 1,265 51 64,515 Collector Old Town 80 Slurry Seal $27,096
2018-19 OCEAN AV MAIN ST 5TH ST 1,245 52 64,740 Collector Old Town 79 Slurry Seal $27,191
2018-19 OCEAN AV ELECTRIC AV 13TH ST 1,300 51 66,300 Collector Old Town 82 Slurry Seal $27,846
2018-19 OCEAN AV 5TH ST 1ST ST 1,240 52 64,480 Collector Old Town 77 Slurry Seal $27,082
$189,746
2018-19 10TH ST SEAL WY OCEAN AV 210 25 5,250 Local Old Town 64 AC Overlay $11,970
2018-19 14TH ST SEAL WY OCEAN AV 210 25 5,250 Local Old Town 57 AC Overlay $11,970
2018-19 16TH ST ELECTRIC AV PCH 1,160 21 24,360 Local Old Town 51 AC Overlay $55,541
2018-19 17TH ST ELECTRIC AV PCH 1,260 21 26,460 Local Old Town 58 AC Overlay $60,329
2018-19 DOLPHIN AV SEAL WY OCEAN AV 226 24 5,424 Local Old Town 63 AC Overlay $12,367
2018-19 LANDING AV 12TH ST 11TH ST 260 42 10,920 Local Old Town 39 AC Overlay $24,898
2018-19 MAIN ST ELECTRIC AV PCH 690 55 37,950 Collector Old Town 49 AC Overlay $86,526
$263,600
2018-19 Total $821,417
2019-20 MARINA DR PCH 6TH ST 629 61 38,369 Collector MPAH 13 AC Recon $387,911
$387,911
2019-20 BANYAN AV CAMELIA ST COLUMBINE ST 600 33 19,800 Local CPE Phase 1 71 Slurry Seal $8,712
2019-20 BIRCHWOOD AV OLEANDER ST DAISY ST 1,950 33 64,350 Local CPE Phase 1 88 Slurry Seal $28,314
2019-20 BLUEBELL ST ALMOND AV BIRCHWOOD AV 710 33 23,430 Local CPE Phase 1 72 Slurry Seal $10,309
2019-20 CAMELIA ST ALMOND AV BANYAN AV 590 33 19,470 Local CPE Phase 1 77 Slurry Seal $8,567
2019-20 CARNATION CR ALMOND AV CDS 230 33 8,840 Local CPE Phase 1 83 Slurry Seal $3,890
Arterial Total
Slurry Seal Total
Local Paving Total
Arterial Total
Local Paving Total
Slurry Seal Total
Page 2 of 4
DRAFT City of Seal Beach, CA
Forecasted Maintenance Report - FY 2016-2023
Sorted by FY
FY Name From To Length Width Area Classification Location PCI Maint. Type Total $
2019-20 COLUMBINE ST ALMOND AV BANYAN AV 210 33 6,930 Local CPE Phase 1 78 Slurry Seal $3,049
2019-20 DAFFODIL CR ALMOND AV CDS 230 33 8,840 Local CPE Phase 1 77 Slurry Seal $3,890
2019-20 DAHLIA DR ALMOND AV CDS 230 33 8,840 Local CPE Phase 1 75 Slurry Seal $3,890
2019-20 FERN CR ALMOND AV CDS 230 33 8,840 Local CPE Phase 1 81 Slurry Seal $3,890
2019-20 GOLDENROD CR ALMOND AV CDS 230 33 8,840 Local CPE Phase 1 88 Slurry Seal $3,890
2019-20 IRIS CR ALMOND AV CDS 230 33 8,840 Local CPE Phase 1 78 Slurry Seal $3,890
2019-20 ROSSMOOR CENTER WY SEAL BEACH BL WEST RD 864 30 25,920 Collector CPE Phase 1 88 Slurry Seal $11,405
2019-20 ROSSMOOR CENTER WY WEST RD MONTECITO RD 364 28 10,192 Collector CPE Phase 1 88 Slurry Seal $4,484
$98,178
2019-20 DAISY ST ALMOND AV BIRCHWOOD AV 410 33 13,530 Local CPE Phase 1 54 AC Overlay $31,796
$31,796
2019-20 Total $517,884
2020-21 BOLSA AV BALBOA DR PCH 993 37 36,741 Collector MPAH 53 ARHM $181,868
$181,868
2020-21 DAISY ST CANDLEBERRY AV DOGWOOD AV 210 33 6,930 Local CPE Phase 2 67 Slurry Seal $3,119
2020-21 DOGWOOD AV DAISY ST IRONWOOD AV 1,470 33 48,510 Local CPE Phase 2 80 Slurry Seal $21,830
2020-21 DOGWOOD AV MARIGOLD ST FUCHSIA ST 1,520 33 50,160 Local CPE Phase 2 73 Slurry Seal $22,572
2020-21 ELDER AV OLEANDER ST HEATHER ST 1,130 36 40,680 Local CPE Phase 2 79 Slurry Seal $18,306
2020-21 GOLDENROD ST ELDER AV CDS 610 33 21,380 Local CPE Phase 2 86 Slurry Seal $9,621
2020-21 HEATHER ST HAZELNUT AV LAMPSON AV 490 37 18,130 Local CPE Phase 2 77 Slurry Seal $8,159
2020-21 MARIGOLD ST CANDLEBERRY AV DOGWOOD AV 160 33 5,280 Local CPE Phase 2 74 Slurry Seal $2,376
$85,982
2020-21 DAISY CR FIR AV CDS 230 33 8,840 Local CPE Phase 2 57 AC Overlay $21,393
2020-21 DOGWOOD AV WISTERIA ST OLEANDER ST 1,710 33 56,430 Local CPE Phase 2 58 AC Overlay $136,561
2020-21 MARIGOLD ST BIRCHWOOD AV CANDLEBERRY AV 160 33 5,280 Local CPE Phase 2 51 AC Overlay $12,778
$170,731
2020-21 Total $438,580
2021-22 ELECTRIC AV NB MAIN ST 6TH ST 960 27 25,920 Collector MPAH 43 ARHM $132,192
2021-22 ELECTRIC AV SB 6TH ST MAIN ST 910 25 22,750 Collector MPAH 66 ARHM $116,025
$248,217
2021-22 FIR AV ROSE ST HEATHER ST 1,260 33 41,580 Local CPE Phase 3 73 Slurry Seal $19,127
2021-22 GUAVA AV PANSY ST HEATHER ST 1,360 33 44,880 Local CPE Phase 3 78 Slurry Seal $20,645
2021-22 HAZELNUT AV HEATHER ST ROSE ST 1,610 33 53,130 Local CPE Phase 3 82 Slurry Seal $24,440
2021-22 IRONWOOD AV TULIP ST SUNFLOWER ST 1,020 37 37,740 Collector CPE Phase 3 64 Slurry Seal $17,360
2021-22 WISTERIA ST DOGWOOD AV IRONWOOD AV 990 37 36,630 Local CPE Phase 3 78 Slurry Seal $16,850
$98,422
2021-22 IRIS ST HAZELNUT AV IRONWOOD AV 226 32 7,232 Local CPE Phase 3 49 AC Overlay $18,008
2021-22 IRONWOOD AV ROSE ST IRIS ST 1,420 33 46,860 Collector CPE Phase 3 50 AC Overlay $116,681
Local Paving Total
Slurry Seal Total
Arterial Total
Slurry Seal Total
Arterial Total
Slurry Seal Total
Local Paving Total
Page 3 of 4
DRAFT City of Seal Beach, CA
Forecasted Maintenance Report - FY 2016-2023
Sorted by FY
FY Name From To Length Width Area Classification Location PCI Maint. Type Total $
2021-22 SUNFLOWER ST FIR AV IRONWOOD AV 560 37 20,720 Local CPE Phase 3 42 AC Overlay $51,593
2021-22 HAZELNUT AV WISTERIA ST SUNFLOWER ST 1,310 33 43,230 Local CPE Phase 3 34 AC Recon $463,426
$649,707
2021-22 Total $996,346
2022-23 ELECTRIC AV SB 14TH ST MAIN ST 1,605 25 40,125 Collector MPAH 43 ARHM $210,656
$210,656
2022-23 CANDLEBERRY AV WISTERIA ST OLEANDER ST 1,660 33 54,780 Local CPE Phase 4 86 Slurry Seal $26,294
2022-23 ELDER AV VIOLET ST PRIMROSE ST 1,380 33 45,540 Local CPE Phase 4 80 Slurry Seal $21,859
2022-23 VIOLET ST ALMOND AV CANDLEBERRY AV 660 33 21,780 Local CPE Phase 4 85 Slurry Seal $10,454
2022-23 WISTERIA ST DOGWOOD AV CDS 1,040 33 35,570 Local CPE Phase 4 80 Slurry Seal $17,074
$75,682
2022-23 OLEANDER ST ALMOND AV FIR AV 1,320 36 47,520 Local CPE Phase 4 45 AC Overlay $122,126
2022-23 VIOLET ST ELDER AV FIR AV 160 33 5,280 Local CPE Phase 4 43 AC Overlay $13,570
$135,696
2022-23 Total $422,034
Arterial 2016 to 2023 Grand Total $2,060,875
Slurry Seal 2016 to 2023 Grand Total $899,933
Local Paving 2016 to 2023 Grand Total $1,323,233
Total $4,284,041
Local Paving Total
Slurry Seal Total
Arterial Total
Local Paving Total
Page 4 of 4
City of Seal Beach, CA Page 15
2016 Citywide Pavement Management Program
Final Report – June 8, 2016
ALTERNATIVE FUNDING LEVELS
SEVEN-YEAR ANNUAL WORK PROGRAM PROJECTIONS
By using the City of Seal Beach’s current budgets and maintenance practices the system will develop
“section unique” improvements and strategies. Each segment will be tied to a specific fiscal year. As
shown in the following pages, we have assessed the budgets that have been projected to meet the
maintenance and rehabilitations needed to maximize the City’s return on investment. The budget
forecasting goal for the Arterial and Local networks focused on:
Establishing a proactive 7-year Maintenance & Rehabilitation Program;
Identify what funding levels are necessary to maintain and/or improve the networks PCI
Selecting the most cost effective repairs based on City strategies
ALTERNATIVE FUNDING – MAINTAIN EXISTING AVERAGE NETWORK PCI
Citywide Funding Necessary to Maintain Current PCI
Citywide Funding Necessary to Maintain Current PCI
City of Seal Beach, CA Page 16
2016 Citywide Pavement Management Program
Final Report – June 8, 2016
City of Seal Beach, CA Page 17
2016 Citywide Pavement Management Program
Final Report – June 8, 2016
ALTERNATIVE FUNDING – TO IMPROVE AVERAGE NETWORK PCI
CITYWIDE FUNDING NECESSARY TO INCREASE CURRENT PCI
CITYWIDE FUNDING NECESSARY TO INCREASE CURRENT PCI
City of Seal Beach, CA Page 18
2016 Citywide Pavement Management Program
Final Report – June 8, 2016
BACKLOG BY YEAR OF UNFUNDED PAVEMENT REHABILITATION, RESTORATION AND
RECONSTRUCTION NEEDS
BACKLOG BY FISCAL YEAR (RE: RESTORATION, REHABILITATION, AND RECONSTRUCTION)
BACKLOG BY FISCAL YEAR (RE: RESTORATION, REHABILITATION, AND RECONSTRUCTION)
City of Seal Beach, CA Page 19
2016 Citywide Pavement Management Program
Final Report – June 8, 2016
Local Match Reduction Reporting
Bucknam has enclosed the necessary tables and graphs to demonstrate the City of Seal Beach’s eligibility
for Local Match Reduction.
In order to be eligible for Local Match Reduction of 10%, the following must be submitted:
Measureable improvement of paved road conditions during the previous reporting
period defined as an overall weighted (by area) average system improvement of one
PCI point.
No reduction in the overall weighed (by area) average PCI in the MPAH or local street
categories
- or -
Road pavement conditions during the previous reporting period within the highest
twenty percent of the scale for road pavement conditions in accordance with OCTA
Ordinance No. 3 (i.e. PCI greater or equal to 75).
Road conditions found through our 2016-17 PMP management study show that the City is eligible for
Local Match Reduction based on the current network weighted PCI of 84.4. Additionally, the City of
Seal Beach has demonstrated with the enclosed budget projection (pages 13) that the City’s weighted
average PCI (by area) remains above a PCI of 75 and continues to show improvement from previous
PMP studies.