Pavement Management Program - 2021You can ride on our reputation
Pavement Engineering Inc.
2021 Pavement Management
Program Update
Final Report
April 9th, 2021
CITY OF
PISMO BEACH
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The City of Pismo Beach
2021 PMP Update
Table of Contents
Section Description Page #
I.Executive Summary ...................................................................... 1
Introduction .......................................................................... 3
Work Performed .................................................................. 4
Findings ............................................................................... 5
Budget Analysis .................................................................... 7
Conclusions and Recommendations .................................. 11
II.Background ................................................................................. 13
Pavement Design Basics ................................................... 15
Pavement Deterioration .....................................................15
Typical Pavement Defects .................................................. 16
Pavement Maintenance Treatments ................................... 25
Pavement Rehabilitation Treatments .................................. 26
III.Pavement Management Program Specifics .............................. 29
Background (StreetSaver) ................................................ 31
Program Assumptions ........................................................32
Pavement Maintenance & Rehabilitation (M&R) Units Costs ...... 33
Annual Pavement Maintenance Rehabilitation Program .... 35
Visual Evaluations .............................................................. 37
Program Updates ............................................................... 37
IV.Reference Reports ...................................................................... 39
Street Name Alphabetical Listing ....................................... 41
Street List PCI High to Low ................................................ 51
Current PCI Condition Map ................................................ 61
Appendix A Summarized System Information .............................................. 63
Network Summary Statistics ............................................... 65
Network Replacement Cost ................................................ 66
Decision Tree ..................................................................... 67
Appendix B Budget Scenarios ........................................................................ 75
Needs / Zero Budget ......................................................... 77
5 Year Pavement Plan ....................................................... 81
Maintain PCI ......................................................................109
Increase By 5 ....................................................................115
Appendix C Definitions ..................................................................................121
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The City of Pismo Beach
2021 PMP Update
List of Tables
Title Description Page#
Table 1: Breakdown of System by Functional Classification by Area.................................................................. 5
Table 2: Breakdown of System by Condition Category/ PCI Range by Area ..................................................... 5
Table 3: General Treatment Categories with Typical Treatments ....................................................................... 8
Table 4: General Treatment Unit Costs used in City’s StreetSaver® Database ................................................. 8
Table 5: General Treatment Categories with Typical Treatments ..................................................................... 33
Table 6: General Treatment Unit Costs used in City’s StreetSaver® Database ............................................... 34
List of Figures
Title Description Page#
Figure 1: Percentage of System by Functional Classification by Area ................................................................ 6
Figure 2: Street System by Functional Classification in 10-pt PCI Ranges ........................................................ 6
Figure 3: PCI Breakpoints ..................................................................................................................................... 7
Figure 4: 5 Year PCI/ Budget Scenario Projection Comparison .......................................................................... 9
Figure 5: Comparison of Deferred Maintenance vs PCI for Projected 5yr Plan ................................................10
Figure 6: Alligator Cracking ................................................................................................................................. 17
Figure 7: Block Cracking ..................................................................................................................................... 18
Figure 8: Distortions ............................................................................................................................................ 19
Figure 9: Longitudinal and Transverse Cracking ................................................................................................. 20
Figure 10: Patching and Utility Cut Patching ....................................................................................................... 21
Figure 11: Rutting and Depressions .................................................................................................................... 22
Figure 12: Raveling ............................................................................................................................................. 23
Figure 13: Weathering ......................................................................................................................................... 24
Figure 14: PCI Breakpoints ................................................................................................................................. 35
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E x e c u t i v e S u m m a r y P a g e | 1
Section I
Executive Summary
P a g e | 2 E x e c u t i v e S u m m a r y
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P a g e | 3 E x e c u t i v e S u m m a r y
EXECUTIVE SUMMARY
The City of Pismo Beach currently maintains approximately 38.2 centerline miles of roads,
or 7,387,192 square feet of pavement. The 38.2 miles of roads have an estimated
replacement value of approximately $156,486,000 as calculated by StreetSaver®.
Pavement Engineering Inc. (PEI) updated all the City’s Arterial, Collector, and Residential
Streets in the City’s Pavement Management Program, using the Metropolitan
Transportation Commission's (MTC) StreetSaver® program. The purpose of a Pavement
Management Program is to track inventory, store work history and furnish budget
estimates to optimize funding for improving the city’s pavement system.
INTRODUCTION
A Pavement Management Program has several distinctive uses:
•As a budgeting tool, a Pavement Management Program uses treatment costs that
are based on recently bid projects, by the participating agency, so that budget
projections reflect up to date costs for the area.
•As an inventory tool, a Pavement Management Program provides a quick and easy
reference for pavement areas and use.
•As a pavement condition record, a Pavement Management Program provides age,
load-related, non-load related and climate-related pavement condition and
deterioration information. The Pavement Management Program uses pavement
deterioration curves, based on nationwide research, which allow the program to
predict a pavement’s future condition.
A Pavement Management Program is not capable of providing detailed engineering
designs for a street. The Pavement Management Program instead helps the user identify
candidate streets for potential repair and maintenance. Project level pavement analysis
and engineering is an essential feature of future pavement maintenance and rehabilitation
projects. Additional investigation, or project level analysis, can optimize the City’s
pavement management dollars. Project level engineering examines the pavements in
significantly more detail than the visual evaluation required for the Pavement
Management Program Update and optimizes designs for all the peculiar constraints of a
set of project streets.
P a g e | 4 E x e c u t i v e S u m m a r y
WORK PERFORMED
Pavement Distress Survey and Database Update
For this update, PEI performed inspections on all 38.2 centerline miles of city-maintained
roadways. 6.19 centerline miles of Arterial streets, 9.64 centerline miles of Collector
streets, and 22.38 centerline miles of Residential streets. As part of our pavement
management system review, the segmentation of each street was examined. This
resulted in some segments being split or combined. The Functional Classification of each
segment was also reviewed and compared to The California Road System (CRS) data
maintained by Caltrans.
PEI measured the following distress types as part of our review: Alligator cracking
(fatigue), Block cracking, Distortions, Longitudinal & Transverse cracking, Patching &
Utility cuts, Rutting/ Depressions, Raveling, and Weathering. All the collected data was
entered into the City’s StreetSaver® database. Field inspections were completed in
December 2020.
As part of our field review, all the streets were measured to confirm lengths and widths.
Lengths were measured using a vehicle-mounted electronic measuring device and widths
were measured using a hand-held measuring wheel. Measurement discrepancies were
tabulated and reviewed with the City to determine if corrections were needed.
PEI performed a quality control (QC) check on our work. PEI’s QC check consists of
performing a field review of any street segment where the Pavement Condition Index
(PCI) showed a decrease of 3 or more points per year, or an increase of 1 PCI point,
without a documented Maintenance, or Rehabilitation treatment, when compared to the
last inspection for the same road segment in the StreetSaver® database. Each segment
in the QC process was visually reviewed to determine if the StreetSaver® calculated PCI
was representative of the observed overall pavement condition for that road segment.
Variations found were re-inspected by a Senior Engineering Technician, or the Project
Manager, and the segments’ PCI was recalculated.
P a g e | 5 E x e c u t i v e S u m m a r y
FINDINGS
The updated Pavement Management Program showed that the City's overall average
PCI is 67.
The breakdown of the City’s Street System by functional classification is shown in Table
1, and the breakdown of the pavement network by Condition Category and the
corresponding PCI range is shown below in Table 2.
Table 1:Breakdown of System by Functional Classification by Area
Functional
Classification
Centerline
Miles Lane Miles Area
(sq. ft.)
Percent of
System
Average
PCI
Arterial 6.19 12.50 1,469,173 19.9% 75
Collector 9.64 19.28 1,887,872 25.6% 63
Residential 22.38 46.48 4,030,147 54.6% 65
Totals 38.21 78.26 7,387,192 100.00% 67
Table 2: Breakdown of System by Condition Category and Corresponding PCI Range, by Area
Condition Category Breakdown
Condition PCI Range Square Feet % Of Total
Excellent 100-91 433,390 5.9%
Good 90-71 3,385,335 45.8%
Fair 70-51 2,027,266 27.4%
Poor 50-31 1,478,861 20.0%
Failed 30-0 57,140 0.8%
The analysis shows that 73.3% of the City's pavement are in Good to Fair condition.
Details of each street segment are provided in Section IV: Reference Reports.
P a g e | 6 E x e c u t i v e S u m m a r y
Total System by Functional Class by PCI
3,000,000
2,500,000
2,000,000
1,500,000
1,000,000
500,000
-
PCI Range
5.87% 6.72%
11.47% 12.08% 13.30%
15.97%
33.74% Arterial
Collector
Residential
The percentage of each functional classification, by area, is shown in the pie graph in
Figure 1, and the City’s Street System is broken down into 10-point PCI ranges, in the
bar graph in Figure 2.
Figure 1: Percentage of System by Functional Classification, by Area
0.84%
0.00% 0.00%
100-91 90-81 80-71 70-61 60-51 50-41 40-31 30-21 20-11 10-0
Figure 2: Street System by Functional Classification in 10-pt PCI Ranges
Arterial
1,469,173
20%
Residential
4,030,147
54% Collector
1,887,872
26% Area (SqFt)
P a g e | 7 E x e c u t i v e S u m m a r y
PCI BREAKPOINTS
BUDGET ANALYSIS
StreetSaver® uses a decision tree to model the decision-making process that agencies
follow to select a maintenance or rehabilitation strategy. The decision tree contains
"branches" for each functional classification, surface type and condition category.
Agencies can outline their maintenance and rehabilitation strategy by choosing a
treatment for each branch.
StreetSaver® assigns a treatment action and estimated cost to each street segment
based on the pavement's current PCI. The PCI range of 0 to 100 is broken down into five
condition categories for budget calculation purposes. StreetSaver® default PCI
breakpoints were used during the update of The City’s Pavement Management Program.
The breakpoints are as follows:
Arterial Collector Residential
100
90
70
50
25
0
Figure 3: PCI Breakpoints
100
90
70
50
25
0
100
90
70
50
25
0
The treatments listed in the decision tree are generalized to provide a range of treatments.
Typical treatments within each generalized treatment range can be found in Table 3. The
exact treatment would need to be determined during the design phase of the project.
I
LIGHT MAINTENANCE
II III
(Non-Load) (Load)
HEAVY
MAINTENANCE
LIGHT
REHABILITATION.
IV
HEAVY REHABILITATION.
V
RECONSTRUCT
I
LIGHT MAINTENANCE
II III
(Non-Load) (Load)
HEAVY
MAINTENANCE
LIGHT
REHABILITATION
IV
HEAVY REHABILITATION
V
RECONSTRUCT
I
LIGHT MAINTENANCE
II III
(Non-Load) (Load)
LIGHT
MAINTENANCE
HEAVY
MAINTENANCE
IV
LIGHT REHABILITATION
V
RECONSTRUCT
P a g e | 8 E x e c u t i v e S u m m a r y
Table 3: General Treatment Categories with Typical Treatment
Treatment Category Typical Treatment
Light Maintenance •Slurry Seal or Micro-Surface
•Fog Seal or Scrub Seal
Heavy Maintenance
•Chip Seal, Cape Seal
•Slurry Seal or Micro-Surface with Digouts
•Thin Maintenance Overlay (TMO)
Light Rehabilitation •Overlay (2” and under) or Thin Mill and Fill
Heavy Rehabilitation
•Overlay (greater than 2”) or Thick Mill and Fill
•Cold-In-Place Recycling
•Full Depth Reclamation
•Pulverize and Resurfacing
Reconstruct •Full Section Reconstruction
Decision Tree Unit Prices
As a minimum, recent bid tabulations should be used to determine the appropriate unit
costs for each general treatment category. Furthermore, the unit costs should be whole
or complete costs and include other costs that may be incurred during the process of a
pavement maintenance, or rehabilitation project, such as Design, Construction
management, inspections, etc. This ensures that the budget projections in StreetSaver®
are conservative. First, a 30% increase was applied to account for curb ramp upgrades
that may be triggered by a treatment. Then, an increase of 17% was applied to the unit
cost to account for “Soft costs”, such as design, construction management, and
materials testing. Additionally, an increase of 10% was applied to the unit costs as a
general contingency. These all come together to form a more comprehensive unit cost
for the selected treatments.
Table 4 shows the unit costs for each generalized treatment for each functional
classification.
Table 4: General Treatment Unit Costs used in City’s StreetSaver® Database.
Treatment Arterial Collector Residential
Cost/ Sq Yd
Crack Seal ($$/LF)$1.59 $1.27 $1.27
Light Maintenance $5.72 $4.57 $4.57
Heavy Maintenance $21.20 $17.66 $17.66
Light Rehab $60.05 $56.52 $52.99
Heavy Rehab $91.85 $84.78 $84.78
Reconstruct $229.61 $197.82 $173.09
P a g e | 9 E x e c u t i v e S u m m a r y
Budget Scenario Projections
As part of this PMP Update, PEI analyzed five (5), Five Year scenario projections which
are represented graphically in Figure 4 below.
Figure 4: 5 Year PCI/ Budget Scenario Projection Comparison.
A summary of each of the scenario projections are as follows:
Scenario 1: Unconstrained Budget/ Funds Needed to obtain optimum PCI
(Average $6.9 Million per Year)
Scenario 2: Amount of funding estimated to Increase the system PCI by 5
(Average of $3.9 Million per Year)
Scenario 3: Amount of funding estimated to Maintain an overall system PCI of 67
(Average of $2.3 Million per Year)
Scenario 4: Projected system PCI with Current 5-year pavement plan with
Projected Budget of $4.0M for Year 1, and an average of $1.7M/yr.
for years 2-5. Results in a 5-point PCI increase.
Scenario 5: Projected system PCI if Zero dollars are spent.
The full report for the various budget scenarios can be found in Appendix B.
5 Year Projection
85
80 81
(S1) Needs Analysis/
Unconstrained Budget
Avg. $6.9M/Yr
75 (S2) Increase by 5
Avg. $3.9M/Yr
72
70
67 67
(S3) Maintain PCI
Avg. $2.3M/Yr
65
60
(S4) 5Yr Plan
Yr 1 $4.0M
Yrs 2-5 $1.7M/Yr Avg.
57
55 (S5) Zero Budget
2020 2021 2022 2023
Year
2024 2025 PCI Range
P a g e | 10 E x e c u t i v e S u m m a r y
Budget Consequences
Figure 5 illustrates the consequence to the City’s overall weighted PCI and Deferred
Maintenance Amount, based on the Current 5-year pavement plan with Projected Budget
of $4.0M for Year 1, and an average of $1.7M/yr. for years 2-5:
With the Projected 5-year pavement plan, the PCI of the entire system will increase from
67 to 72, a 5 PCI point jump over the next 5 years. In addition, the backlog of deferred
maintenance grows from $5.6 million to $7.5 million, an increase of 33%.
Figure 5: Comparison of Deferred Maintenance vs PCI for the projected 5yr Pavement Plan
5 Year Plan Budget Consequences
$10 75
72 72 72 72 72
$8 70
$7.2M $7.5M
$6 $6.7M
$5.6M $5.9M 65
$4
$2 60
$0 55
2021 2022 2023
Year
2024 2025
Deferred Maintenance Pavement Condition Index Deferred Maintenance (Millions of Dollars)PCI
P a g e | 11 E x e c u t i v e S u m m a r y
CONCLUSIONS AND RECOMMENDATIONS
This Executive Summary provides a review of the 2020 Pavement Management Program
Update performed by PEI. PEI inspected all Arterial, Collector, and Residential road
segments in the City of Pismo Beach. The average overall PCI for the City is 67. 73.27%
of the City's pavement is in Good to Fair condition. It is projected that to maintain the
system at its current overall PCI of 67, the City will need to spend an estimated average
of $2.3 Million annually over the next 5 years. With the Projected 5-year pavement plan,
with a projected Budget of $4.0M for Year 1, and an average of $1.7M/yr. for years 2 -5,
the PCI of the entire system will increase from 67 to 72, a 5 PCI point jump over the next
5 years.
Moving forward, PEI recommends the City carefully evaluate the overall annual budget
to determine the amount it wants to commit to pavement maintenance and rehabilitation
projects. We recommend the City set priorities for each functional classification and
perhaps certain streets within each classification. It will be important for the City to
address the 33% of the overall system that currently have a PCI in the 80-71 Range.
We recommend that the City make it a priority to keep the pavements in the Good
Category in that condition. These pavements are in a position where Strategic
Maintenance Treatments will keep them in the good category. This would keep these
pavements from falling from Good to the Fair category, where the cost to apply the right
treatment goes from approx. $0.55 Sq./Ft. (average Ligh t Maintenance treatment costs)
to $4.19 Sq./Ft. (average of Heavy Maintenance and Light Rehab treatment costs).
This Pavement Management Program will assist the City in its efforts to monitor
treatments and track their effectiveness, as well as help the City in setting future priorities
and treatment policies. As the City maintains and updates its Pavement Management
Program, the program will become a valuable tool in its efforts to maximize performance
and minimize the spending for pavements.
P a g e | 12E x e c u t i v e S u m m a r y
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P a g e | 13 B a c k g r o u n d
Section II
Background
B a c k g r o u n d P a g e | 14
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BACKGROUND
This section is intended to introduce important pavement design definitions and
calculations as a background for understanding the Pavement Management Program
(PMP) assumptions.
PAVEMENT DESIGN BASICS
Pavements are a structural support system generally considered to act like a beam. But
unlike beams in buildings, which generally have static loads, the pavement structure is
flexed many times from traffic loading. Cars and light trucks have little impact on the
pavement structure. Larger/Heavier trucks have very significant impacts on the pavement
due to the high axle weights. The impact of trucks is measured in equivalent single
18,000-pound axle loads (EALs). The total EALs are converted into a design Traffic Index
(TI). As an example, a design TI of 5 is equal to 7,160 EALs. A Design TI of 8 is equal to
372,000 EALs. Therefore, the design TI is the total number of EALs that the pavement
will support before it begins to fail, regardless of the pa ssage of time. Normally for a new
pavement, the EALs over a 20-year period are used. For rehabilitation treatments such
as overlays, 10 years is generally used.
The other element of pavement design is the support of the beam. The support is provided
by the sub-grade soils. The support value is designated by the R-value test.
Using the design TI and R-value, the pavement designer chooses various materials to
construct the structural section. The most common pavement section is a thin layer of
asphalt concrete over aggregate base(s). Many options are available depending on
specific project requirements and conditions.
The Design Life of a pavement is the period of time that a pavement is engineered, or
planned, to perform at a satisfactory level. The Service Life of a pavem ent is the actual
amount of time that a pavement performs at that satisfactory level. The design methods
used in California are based on a 50 percent reliability rate. This generally means that
about half of the pavements will not last the full design life and the other half will last
longer than the design life. Therefore, the expected service life of a pavement is
generally expressed in a range of years. For a pavement with a 20 -year design life, the
expected service life of that pavement will be 17 to 23 years.
PAVEMENT DETERIORATION
Pavement deteriorates from two processes, Fatigue and Aging, which occur
simultaneously. In a well-designed and constructed pavement, the two processes result
in the need to rehabilitate the pavement at approximately the same time. This is called
the design life. The design life for most new pavements is 20 years. Each deterioration
process has its own set of pavement defects, which are related to the process.
B a c k g r o u n d P a g e | 16
Fatigue
The first deterioration process, fatigue, is caused by heavy axle loads. As the pavement
structure flexes or bends from heavy wheel loads, the asphalt concrete layer’s ability to
flex is consumed. With enough bending, the asphalt concrete layer begins to break at the
bottom. These cracks progress upward until they reach the surface and appear as
alligator cracking. These areas are repaired by removal and replacement of the asphalt
concrete in the affected areas. These repairs are commonly called digouts.
As the pavement structure, its supporting soils, and the precise loading from wheel loads
vary, so does the time it takes for alligator cracking to appear. As alligator cracking
appears, the pavement should be repaired with digouts. Generally, when the total
cumulative quantity of digouts reaches approximately 10 percent, or more, of the total
area, the pavement is considered to have reached its service life and requires major
rehabilitation.
Aging
The major element of the pavement structure that ages is the asphalt concrete layer. To
a minor extent, aggregate bases can age if contaminated by fine soil particles, which are
transported from the subsoil into the aggregate base.
Asphalt Concrete (AC) pavement is composed of aggregates and asphalt binder. The
aggregates used are generally of fair quality and experience breakdown over time. As
the asphalt binder ages, it loses volume through the loss of volatile comp onents in the
asphalt. As the volume decreases, or shrinks, the pavement will progressively crack from
the resulting tensile strain in the layer. Initially, these cracks show up as transverse
cracks, then show up in weak areas, such as paving joints. The cracks widen over time
until the pavement has a checkerboard appearance.
The aging process also causes the pavement to become brittle. The increased stiffness
results in additional cracking from loaded vehicles. This load induced cracking from the
brittleness of the asphalt concrete is very similar to fatigue cracking in appearance.
The major agent for deterioration of the asphalt concrete binder is oxygen, whose carrier
is water. Water enters the pavement either from the surface o r as water vapor from
underneath.
TYPICAL PAVEMENT DEFECTS
StreetSaver® identifies eight different Asphalt Concrete distress types. These are:
1.Alligator Cracking (Fatigue)
2.Block Cracking
3.Distortions
4.Longitudinal and Transverse
Cracking
5.Patching and Utility Cut Patching
6.Rutting and Depression
7.Raveling
8.Weathering
B a c k g r o u n d P a g e | 17
These defects are common to virtually the entire pavement as aging progresses.
For purposes of understanding the levels of these distresses, the condition level
descriptions from the ASTM D6433 “Standard Practice for Roads and Parking Lots
Pavement Condition Index Surveys” are included herein:
Alligator Cracking (Fatigue)
Figure 6: Alligator Cracking
Description:
Alligator or fatigue cracking is a series of interconnecting cracks caused by fatigue failure
of the asphalt concrete surface under repeated traffic loading. Cracking begins at the
bottom of the asphalt surface (or stabilized base) where tensile stress and strain are
highest under wheel load. The cracks propagate to the surface initially as a series of
parallel longitudinal cracks. After repeated traffic loading, the cracks connect, forming
many sided, sharp-angled pieces that develop a pattern resembling chicken wire or the
skin of an alligator. The pieces are generally less than 0.6 m (2 ft) on the longest side.
Alligator cracking occurs only in areas subjected to repeated traffic loading, such as wheel
paths. Therefore, it would not occur over an entire area unless the entire area were
subject to traffic loading (pattern-type cracking that occurs over an entire area not
subjected to loading is called “block cracking,” which is not a load-associated distress).
Severity Levels:
L Fine, longitudinal hairline cracks running parallel to each other with no, or only
a few interconnecting cracks. The cracks are not spalled.
M Further development of light alligator cracks into a pattern or network of cracks
that may be lightly spalled.
H Network or pattern cracking has progressed so that the pieces are well defined
and spalled at the edges, with some pieces rocking under vehicle traffic.
B a c k g r o u n d P a g e | 18
Block Cracking
Figure 7: Block Cracking
Description:
Block cracks are interconnected cracks that divide the pavement into approximately
rectangular pieces. The blocks may range in size from approximately 0.3 by 0.3 m (1 by
1 ft) to 3 by 3 m (10 by 10 ft). Block cracking is caused mainly by shrinkage of the asphalt
concrete and daily temperature cycling (which results in daily stress/strain c ycling). It is
not load-associated. Block cracking usually indicates that the asphalt has hardened
significantly. Block cracking normally occurs over a large portion of the pavement area,
but sometimes will occur only in non-traffic areas. This type of distress differs from
alligator cracking in that alligator cracks form smaller, many -sided pieces with sharp
angles. Also, unlike block cracks, alligator cracks are caused by repeated traffic loadings
and therefore found only in traffic areas (i.e., wheel paths).
Severity Levels: (*See definitions of longitudinal transverse cracking.)
L Blocks are defined by low-severity* cracks.
M Blocks are defined by medium-severity* cracks.
H Blocks are defined by high-severity* cracks.
B a c k g r o u n d P a g e | 19
Distortions
Figure 8: Distortions
Description:
Distortions are usually caused by corrugations, bumps, sags, and shoving. They are
localized abrupt upward or downward displacements in the pavement surface, a series of
closely spaced ridges and valley or localized longitudinal displacements of the pavement
surface. Distortions affect ride quality.
Severity Levels:
L Distortion produces vehicle vibrations, which are noticeable, but no reduction
in speed is necessary for comfort or safety and/or individual distortions cause
the vehicle to bounce slightly but create little discomfort.
M Distortion produces vehicle vibrations, which are significant, and some
reduction in speed is necessary for safety and comfort.
H Distortion produces vehicle vibrations, which are so excessive that speed must
be reduced considerably for safety and comfort.
B a c k g r o u n d P a g e | 20
Longitudinal and Transverse Cracking (Non-PCC Slab Joint Reflective)
Figure 9: Longitudinal and Transverse Cracking
Description:
Longitudinal cracks are parallel to the pavement’s centerline or laydown direction. They
may be caused by:
1.A poorly constructed paving lane joint.
2.Shrinkage of the AC surface due to low temperature or hardening of the
asphalt and/or daily temperature cycling.
3.A reflective crack caused by cracking beneath the surface course, including
crack in PCC slabs.
4.Decreased support or thickness near the edge of the pavement.
Transverse cracks extend across the pavement at approximately right angles to the
pavement centerline or direction of laydown. These may be caused by conditions (2) and
(3)above. These types of cracks are not usually load-associated.
Severity Levels:
L One of the following conditions exists:
(1)Non-filled crack where the width is less than 10 mm (3/8 in.) or
(2)filled crack of any width, where crack filler in satisfactory condition.
M One of the following conditions exists:
(1)non-filled crack width is greater than or equal to 10 mm and less than 75
mm (3/8 to 3 in.)
(2)non-filled crack is less than or equal to 75 mm (3 in.) surrounded by light
and random cracking, or
(3)filled crack is of any width surrounded by light random cracking.
H One of the following conditions exists:
(1)any crack filled or non-filled surrounded by medium or high severity
random cracking,
(2)non-filled crack greater than 75 mm (3 in.) or
(3)A crack of any width where approximately 100 mm (4 in.) of pavement
around the crack is severely broken.
B a c k g r o u n d P a g e | 21
Patching and Utility Cut Patching
Figure 10: Patching and Utility Cut Patching
Description:
A patch is an area of pavement that has been replaced with new material to repair the
existing pavement. A patch is considered a defect no matter how well it is performed (a
patched area or adjacent area usually does not perform as well as an original pavement
section). Generally, some roughness is associated with this distress.
Severity Levels:
L Patch is in good condition and satisfactory. Ride quality* is rated as low
severity or better.
M Patch is moderately deteriorated and/or ride quality* is rated as medium
severity.
H Patch is badly deteriorated and/or ride quality* is rated as high severity.
Needs replacement soon.
*Ride quality is defined in the severity levels of distortions.
B a c k g r o u n d P a g e | 22
Rutting and Depressions
Figure 11: Rutting and Depressions
Description:
A rut is a surface depression in the wheel paths. Pavement uplift may occur along the
sides of the rut, but in many instances, ruts are noticeable only after a rainfall when the
paths are filled with water. Rutting stems from a permanent deformation in any of the
pavement layers or sub-grades, usually caused by consolidated or lateral movement of
the materials due to traffic load. Significant rutting can lead to major structural failure of
the pavement.
Depressions are localized areas where the pavement structure is lower than the
surrounding area, but the transition is not abrupt enough to be considered a distortion.
They are often referred to as “bird baths”.
Severity Levels: (Average Rut or Depression Depth)
L 1/2" to less than 1” (13 to 25mm).
M 1” to less than 2” (25 to 50mm).
H equal to or greater than 2” (over 50mm).
B a c k g r o u n d P a g e | 23
Raveling
Description:
Figure 12: Raveling
Raveling is the dislodging of coarse aggregate particles. Raveling may be caused by
insufficient asphalt binder, poor mixture quality, insufficient compaction, segregation, or
stripping.
Coarse aggregate refers to the predominant coarse aggregate size of the asphalt mix,
and aggregate clusters refers to when more than one adjoining coarse aggregate piece
is missing. If in doubt about a severity level, three representative areas of one square
yard each (square meter) should be examined and the number of missing aggregate
particles/clusters is counted.
Severity Levels:
M Considerable loss of coarse aggregate greater than 20 per square yard
(square meter), and/ or clusters of missing coarse aggregate are present.
H Surface is rough and pitted, and it may be completely removed in places.
B a c k g r o u n d P a g e | 24
Weathering
Figure 13: Weathering
Description:
Weathering is the wearing away of the asphalt binder and fine aggregate matrix.
Coarse aggregate refers to predominant coarse aggregate size of the asphalt m ix. Loss
or dislodging of coarse aggregate is covered under Raveling. Surface wear is normally
caused by oxidation, inadequate compaction, insufficient asphalt content, excessive
natural sand, surface water erosion, and traffic. Weathering occurs faster in areas with
high solar radiation.
Severity Levels:
L Asphalt surface beginning to show signs of aging which may be accelerated
by climatic conditions loss of fine aggregate mix is noticeable and may be
accompanied by fading of the asphalt color. Edges of the aggregates are
beginning to be exposed (less than 0.05 inches or 1 mm).
M Loss of the fine aggregate matrix is noticeable and the edges of the coarse
aggregate have been exposed up to 1/4th of the width (of the longest side)
of the coarse aggregate due to the loss of fine aggregate matrix.
H Edges of the coarse aggregate have been exposed greater than 1/4th of the
width (of the longest side) of the coarse aggregate. There is considerable
loss of fine aggregate matrix leading to potential or some loss of coarse
aggregate.
B a c k g r o u n d P a g e | 25
PAVEMENT MAINTENANCE TREATMENTS
Pavement maintenance treatments are designed to slow the pavement aging process.
Mainly, the treatments are designed to protect the pavement from the adverse effects of
water and to some extent vehicle traffic.
Maintenance treatments, which protect the pavement from aging, are crack sealing,
digouts, slurry seals, and cape seals. When pavements have extensive cracking and are
beyond their design life, interim holding measures including skin patches and thin
overlays are used as a stop gap prior to major rehabilitation.
The following outlines some of the more common types of maintenance treatments:
Crack Sealing
Crack sealing prevents surface water from getting beneath the asphalt concrete layer into
the aggregate bases. Crack sealing is generally performed using hot rubberized crack
sealing material. The procedure includes routing small cracks, cleaning, and sealing.
Digouts
Digouts are small areas of deteriorated pavements, which are removed and replaced with
new asphalt concrete. Pavement removal is accomplished by cold planning or saw cutting
and excavation. New asphalt is installed in at least two lifts. The digout depth is
determined depending on the street type and construction.
Slurry Seals
Slurry seals consist of a combination of fine aggregate and emulsified oil. A new type of
slurry seal called Rubberized Asphalt Slurry (RAS) is in the development stage. Currently,
the cost of RAS is 2 to 3 times as much as a conventional slurry seal, which makes the
product economically unattractive. Slurry seals are used when the existing pavement
surface is severely raveled.
Cape Seals
Cape seals consist of a chip seal over coated with a slurry seal. A chip seal is an
application of small angular rock (chips) approximately 1/4" to 3/8” in a maximum size
embedded into a thick application of asphalt emulsion. Most chip seals incorporate
polymer modified binders.
Cape seals are used on residential and collector streets to maintain a pavement, which
may need an overlay, but there are not sufficient funds available. Cape seals are placed
over low to moderate alligator cracks and block shrinkage cracking. Due to the distress
covered by the cape seal, small areas of disbanding or failure may occur and will require
patching.
B a c k g r o u n d P a g e | 26
Cape sealed surfaces are fairly coarse compared to new paving. Due to this
characteristic, they may not be acceptable to some residential areas.
Interim Holding Measures (or “Stop Gap” in StreetSaver® Terms)
Interim holding measures or stop gap treatments are used to “hold” the pavement
together until funds become available for major rehabilitation. Common holding measures
used include skin patches and thin overlays.
Skin patches are thin lifts of fine asphalt concrete placed over deteriorated areas.
Thin maintenance overlays are placed to hold the surface together. The asphalt concrete
layer is generally 1 to 1-1/2 inches thick. A 3/8 inch aggregate is used with a rubberized
asphalt binder, where the rubber has been mixed into solution with the asphalt bind er
during the refinement process. This is referred to as Terminally Blended Asphalt Rubber
Binder.
PAVEMENT REHABILITATION TREATMENTS
Pavement rehabilitation consists of treatments used to restore the existing pavement
quality or to add additional structural support to the pavement. Rehabilitation treatments
include conventional overlays; pulverization and resurfacing; ARHM (asphalt rubber hot
mix)overlays; AC removal and replacement (Mill and Fill); and reconstruction.
The following outlines some of the more common types of rehabilitation treatments:
Conventional Overlays
Conventional overlays generally consist of surface preparation and varying thicknesses
of asphalt concrete. Surface preparation can consist of crack filling, pavement repairs of
base failures and leveling courses.
The overlay thickness is determined by the structural requirement of the deflection
analysis and reflective cracking criteria. The reflective cracking criteria requires the
thickness of the overlay to be a minimum 1/2 the thickness of the existing bonded layers.
Pavement fabric can account for 0.10 ft of asphalt for reflective cracking criteria if the
structural requirements from the deflection analysis are met.
Conventional overlays have an expected service life of 7 to 13 years if they are designed
to meet structural and reflective cracking criteria and are well constructed.
B a c k g r o u n d P a g e | 27
Pulverization and Resurfacing
Pulverization and resurfacing is an alternative to conventional overlays for streets that are
structurally adequate but exhibit sufficient cracking to warrant improvement to the asphalt
surface.
Pulverization and resurfacing are an intermediate step between overlays and
reconstruction. The existing asphalt concrete is recycled into aggregate base and the
recycled base increases the total structural section. The surface is re-graded to conform
to flush facilities similar to the way the pavement is keycut for overlays. The re -grading
allows for some improvement to the cross section and profile. This method eliminates the
stress history and cracking of the old asphalt concrete pavement, thus eliminating
negative impacts on the new asphalt concrete surface.
Some instability can be encountered when the pulverization method is used. PEI typically
recommends budgeting 5 to 10 percent of the pulverized sub-grade area for stabilization.
Stabilization can be performed using 6-inch deep lift asphalt concrete.
Pulverization and resurfacing has a life expectancy of 13 to 18 years. The life expectancy
is slightly less than full reconstruction because some residual deficiencies in thickness or
quality of the unaffected layers may still exist. Additional testing is necessary to determine
if pulverization is a viable alternative. This testing includes measuring the existing
structural section and testing the native soil for bearing capacity (R-value).
RHMA Overlays
Rubberized Hot Mix Asphalt (RHMA) is a material that uses crumb rubber mixed wi th
traditional asphalt binders to produce a more flexible paving material than conventional
dense graded hot mix asphalt (HMA).
Caltrans has developed design criteria for use of this material based on accelerated
performance testing using its dual wheel accelerated pavement testing equipment. The
Caltrans criteria allows RHMA to be used in a one to two ratio to conventional hot mix
asphalt. Thus 1 inch of RHMA is equal to 2 inches of conventional hot mix asphalt for
reflective cracking criteria.
RHMA costs approximately 1-3/4 times as much as conventional asphalt and provides a
similar service life to that of conventional hot mix asphalt, 7 to 13 years. RHMA is
generally only feasible when vertical constraints such as curb and gutter restrict the
thickness of the overlay. RHMA typically has more open surface than conventional hot
mix asphalt and is more difficult to obtain a high-quality finished product.
B a c k g r o u n d P a g e | 28
AC Removal and Replacement (Mill and Fill)
On some thick asphalt concrete pavements, the most economical approach to
rehabilitating the pavement is to remove some of the existing asphalt concrete surface,
which matches the existing profile. The replacement material can be either conventional
hot mix asphalt (HMA) or RHMA, depending on the design criteria.
In other cases, due to drainage or other physical constraints, additional thickness cannot
be placed. If the underlying base is sufficient to support anticipated loading, the asphalt
layer can be removed and replaced. Depending on existing conditions, this method
should have a life of 15 to 20 years.
Reconstruction
When the pavement has severe cross section deficiencies or requires significant
structural strengthening, reconstruction may be the only alternative. Generally, existing
pavement materials are recycled and incorporated into the new pavement structure.
Structural section material alternatives include treated soils, full depth asphalt concrete,
recycled materials, and Portland cement concrete.
P a v e m e n t M a n a g e m e n t P r o g r a m S p e c i f i c s P a g e | 29
Section III
Pavement Management Program Specifics
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PAVEMENT MANAGEMENT PROGRAM SPECIFICS
This section discusses the characteristics of the Pavement Management Program and its
application for The City of Pismo Beach.
BACKGROUND (STREETSAVER)
During the early years of Pavement Management software development, many
companies developed private software packages focused on management of municipal
street systems. Though these programs were versatile and sophisticated, the user was
also dependent upon the software vendor for training, program updates, and software
servicing. Many of the vendors had difficulty maintaining their software, leaving agencies
stranded after making a substantial investment.
In 1982, the Metropolitan Transportation Commission (MTC) completed a study of local
road and street maintenance needs and revenue short falls in the San Francisco Bay
Area. The results of the study indicated that local jurisdictions were spending only 60
percent of funds required to maintain roads in a condition considered adequate. This
indicated a need to improve pavement maintenance and rehabilitation techniques and
practices. A committee was formed to evaluate pavement management efforts. At
approximately the same time, six public works directors reviewed a proposal to develop
a prototype Pavement Management Program (PMP); however, it was felt that the
proposed system was too complex. This group strongly emphasized that simplicity was
the most important objective to be developed in a PMP if it was to be adopted and used
by cities and counties.
In 1983, a consultant was retained to assist MTC in determining PMP needs, PMP
resources, and problems. In addition, they were to develop three basic elements of a
standardized prototype PMP: a pavement condition index (PCI), effective maintenance
treatments for the Bay Area, and a network level assignment procedure. The result was
the first version of the MTC PMP. Since that time, the program has evolved into
StreetSaver.
Today, MTC uses StreetSaver to help local cities and counties better allocate resources,
predict the future condition of their pavements at different levels of funding, and
demonstrate the effects of underfunded road programs. The Bay Area was one of the first
regions in the country to implement a Pavement Management Program that is used by
nearly all of its localities. Using StreetSaver, cities and counties can plan and manage
road improvement projects, document budget needs and shortfalls, and use the collected
data to build support for additional transportation funding.
P a g e | 32P a v e m e n t M a n a g e m e n t P r o g r a m S p e c i f i c s
StreetSaver manages a collection of related data organized for easy storage and
retrieval. The StreetSaver program includes a database comprised of several sets of
related data ("tables") that contain information about the street network in the jurisdiction.
This information includes pavement condition, the available maintenance/rehabilitation
treatments and their costs, and the history of the network. Based on this information,
budget analyses are performed. A budget analysis allows the user to project network
maintenance and rehabilitation needs, and costs to evaluate the consequences of various
budget allocation alternatives. Alternatives can be evaluated in terms of maintenance and
rehabilitation that can actually be performed, future pavement condition, and deferred
costs. For some agencies, use of the StreetSaver program is cyclical. For others,
pavement management is integrated into an ongoing effort to manage their street
networks.
Implementation
There are several steps involved in implementing an effective Pavement Management
Program. These tasks should be completed on a periodic basis. These tasks include:
1.Collect pavement condition and maintenance/rehabilitation data.
2.Enter re-inspection data and/or applied maintenance and rehabilitation
information.
3.Check/update maintenance treatment definitions and pavement category
definitions.
4.Calculate Pavement Condition Index (PCI)
5.Evaluate system and current Maintenance/Rehabilitation strategies. Determine
Budget needs and if necessary, develop alternate Budget Summaries.
6.Present analysis outputs to funding bodies.
7.Acquire funds and apply maintenance/rehabilitation treatments.
PROGRAM ASSUMPTIONS
The goal of the Pavement Management Program is to furnish budgetary amounts in order
to achieve system wide improvements in the overall pavement condition. The goal of
project engineering is to obtain the proper structural affect, for the lowest financial
amount, for a given subset of the network to be maintained. Using the Pavement
Management Program, management is able to realistically budget for economically
maintaining the City’s pavement Network. Annually updating maintenance activity and
costs keeps the program current.
P a g e | 33 P a v e m e n t M a n a g e m e n t P r o g r a m S p e c i f i c s
PAVEMENT MAINTENANCE AND REHABILITATION (M&R) UNIT COSTS
The reliability and accuracy of any PMP is based on the information contained in its
Decision Tree. The listed treatments in the Decision Tree are generalized to provide a
range of treatments. The exact treatment would need to be determined during the design
phase of a project.
Typical treatments within each generalized treatment range are listed in table 3 below.
Table 5: General Treatment Categories with Typical Treatments
Treatment Category Typical Treatment
Light Maintenance •Slurry Seal or Micro-Surface
•Fog Seal or Scrub Seal
Heavy Maintenance
•Chip Seal, Cape Seal
•Slurry Seal or Micro-Surface with Digouts
•Thin Maintenance Overlay (TMO)
Light Rehab. •Overlay (2” and under) or Thin Mill and Fill
Heavy Rehab.
•Overlay (greater than 2”) or Thick Mill and Fill
•Cold-In-Place Recycling
•Full Depth Reclamation
•Pulverize and Resurfacing
Reconstruct •Full Section Reconstruction
Based on a street segment’s current PCI condition, StreetSaver® assigns a treatment
action and estimated cost to perform the suggested treatment. This cost is not just what
is paid to the contractor but should include all the “Soft Costs” incurred by The City.
Soft Costs can include the surface preparation, engineering cost, materials testing, and
construction inspection. Even if these tasks are done “in-house”, the inclusion in
combination with the construction costs will tend to show the “true picture” of the cost of
a specific project.
The following costs were used to develop the indicated budget numbers for each street
segment PEI reviewed. The costs include, but are not limited to, miscellaneous work
such as transitions, striping, and digouts.
The costs are averages. Small systems will have higher unit costs and large systems will
have lower unit costs. The larger the annual project size, the better the economies of
scale. Timing is also important. Bidding the work in early spring will result in significantly
lower prices than bids solicited in the late summer or fall. If small packages are used,
costs could be 25 to 50 percent higher.
P a g e | 34 P a v e m e n t M a n a g e m e n t P r o g r a m S p e c i f i c s
The unit costs include a 30% increase to account for potential ADA Curb Ramp repairs
that may be triggered by applying a maintenance or rehabilitation treatment to a street
section. The unit costs also include a 17% allowance to account for “Soft Costs”. As we ll
as a 10% contingency. These prices are in today’s dollars (2021) and do not account for
inflation.
Table 6: General Treatment Unit Costs used in City’s StreetSaver® Database.
Treatment Arterial Collector Residential
Cost/ Sq Yd
Crack Seal ($$/LF)$1.59 $1.27 $1.27
Light Maintenance $5.72 $4.57 $4.57
Heavy Maintenance $21.20 $17.66 $17.66
Light Rehab $60.05 $56.52 $52.99
Heavy Rehab $91.85 $84.78 $84.78
Reconstruct $229.61 $197.82 $173.09
Decision Trees / Treatment Strategies
The Decision Trees are broken down into two main areas; Preventive Maintenance (PM)
and Rehabilitation. StreetSaver® makes preventive maintenance a top priority. The
longer a segment can be kept in good condition the lower the overall cost of its treatments.
Preventive Maintenance addresses the sections that have a PCI of 71 and greater. This
area is further broken down to specific treatments that could be better ter med as Crack
Sealing, Surface Treating and Restoration Treatments.
The Decision Tree allows the user to program these treatments on a cyclical basis. As
part of this cyclical process, once a road has reached the point where it can no longer be
maintained by a crack seal or a surface seal the program will shift to a Restoratio n
Treatment. The program uses this treatment to restore the pavement in long term
budgeting scenarios to the Very Good category.
The Decision Tree for Preventive Maintenance and Rehabilitation was reviewed with The
City of Pismo Beach and updated by PEI. The decision tree customizes the logic for how
and what maintenance and rehabilitation treatments StreetSaver® selects.
Five general pavement treatment categories were used to account for the various
treatments in the decision tree: Reconstruction, Heavy Rehabilitation, Light
Rehabilitation, Heavy Maintenance, and Light Maintenance. Specifying a general
P a g e | 35 P a v e m e n t M a n a g e m e n t P r o g r a m S p e c i f i c s
PCI BREAKPOINTS
treatment category allows the user to stay focused on a budget level analysis rather than
moving to a project level analysis.
The PMP software assumes average construction and material quality. Pavement life is
very sensitive to materials and workmanship quality. Poor quality new construction may
result in up to a 50 percent loss in the pavement life. In other words, poor quality new
construction may last 10 to 15 years, whereas excellent quality construction may last 20
to 30 years. Investing in quality, both in design and construction, provides significant
returns in extended pavement life resulting in lowered annual maintenance costs.
The Decision Tree for The City of Pismo Beach can be found in Appendix A of this report.
ANNUAL PAVEMENT MAINTENANCE / REHABILITATION PROGRAM
The PCI range of 0 to 100 is broken down into five condition categories for budget
calculation purposes. StreetSaver default PCI breakpoints were used during the update
of The City of Pismo Beach’s Pavement Management Program.
The breakpoints are as follows:
Arterials Collectors Residential
100
90
70
50
25
0
Figure 14: PCI Breakpoints
100
90
70
50
25
0
100
90
70
50
25
0
When a pavement section is identified for maintenance or rehabilitation, a user defined
network-level cost category for a pavement of that functional class, type and condition is
used to determine the needed funds for that section.
I
LIGHT MAINTENANCE
II III
(Non-Load) (Load)
HEAVY
MAINTENANCE
LIGHT
REHABILITATIO
N.
IV
HEAVY REHABILITATION.
V
RECONSTRUCT
I
LIGHT MAINTENANCE
II III
(Non-Load) (Load)
HEAVY
MAINTENANCE
LIGHT
REHABILITATIO
N
IV
HEAVY REHABILITATION
V
RECONSTRUCT
I
LIGHT MAINTENANCE
II III
(Non-Load) (Load)
LIGHT
MAINTENANCE
HEAVY
MAINTENANCE
IV
LIGHT REHABILITATION
V
RECONSTRUCT
P a g e | 36 P a v e m e n t M a n a g e m e n t P r o g r a m S p e c i f i c s
For sections falling within the preventive maintenance category, or category one
(1), a time sequence is used to identify the appropriate treatment and cost. For
those sections falling into a rehabilitation category, or categories two (2), three (3),
four (4), or five (5), the PCI is used to determine the repair category for a pavement
section.
The repair category is combined with functional classification (as a surrogate for
traffic index) and surface type (as a surrogate for structural adequacy) to identify the
appropriate treatment and cost. The treatment and cost identified for the section is a
network-level budget planning treatment and is generally considered as a cost
category for budgeting purposes rather than an actual treatment. Some sections
will require more money than estimated, some will require less. A project-level
analysis is used to determine the actual treatment to be used for a given section
based on condition, structural capacity, and other factors.
The funding needs are summed for all sections needing work for each year of the
analysis period to determine the annual budget needs. The needs analysis provides
a list of sections needing work over the selected analysis period and an estimate of
the funds needed. In StreetSaver, this analysis period is 5 years. It identifies
maintenance and rehabilitation needs without considering funding constraints, i.e.
the Needs Analysis is unconstrained by the available budget. StreetSaver
identifies candidate sections and funds needed to provide the level of service to
meet agency-defined goals.
When an agency has a considerable backlog of maintenance and repair needs, the
first- year needs will include the bulk of sections needing work. From a funding
standpoint, this may appear unrealistic; however, the needs analysis is only the first
step in planning and programming. The information from the needs analysis is
generally best presented to management as the total 5 year needs or the average
needs per year of the 5-year period. Few agencies will be able to meet the first year
needs as developed by the program.
The StreetSaver® Needs Analysis provides information on the condition of the
network over the analysis period with and without application of the treatments.
Since the application of treatments assume no limit on funds, this can be considered
the upper limit of condition that could be reached by the agency and the condition
without treatment can be considered the lower limit.
StreetSaver® uses a ranking process based on cost-effectiveness concepts.
Basically, the longer a pavement is in good condition, the more benefit the user
gets from the pavement. This can be approximated by the area under the PCI vs
Time curve.
P a g e | 37 P a v e m e n t M a n a g e m e n t P r o g r a m S p e c i f i c s
The larger that area, the longer the pavement provides the desired level of service.
That area is divided by annualized costs per unit area. This ratio is weighted for
different usage so that arterial streets are selected for repair before collectors in
the same condition, which are selected for repair before residential/locals in the
same condition. Sections of pavements that provide the best service for the least
money are then selected as those that should be repaired first. StreetSaver
provides a ranked listing based on this cost- effectiveness analysis. StreetSaver
also shows the condition with and without treatment, the estimated costs for each
section, the calculations used to determine the ranking, and a listing of sections not
recommended for treatment.
VISUAL EVALUATIONS
PEI’s technical staff evaluated all of the streets. The streets were rated based on
the StreetSaver system described in the Background. Once the data was entered
into the program, PEI completed a quality assurance review of the system and
verified the results in the field. The street inventory was based on visual
evaluations.
PROGRAM UPDATES
The Pavement Management Program is a dynamic program. It is expected that The
City will continue to visually rate the street network and update the database at least
every three years. In addition to the visual review, The City should update the
database by adding new streets incorporated into The City as well as new
maintenance and rehabilitation work performed to any particular street segment.
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Section IV
Reference Reports
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Street List Alphabetical
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City of Pismo Beach - 2021 PMP Update
Street List Alphabetical
200300
01/21/2021
Street ID Road Name Section
ID Begin Location End Location Lns Length Width Area FC Surface
Type
PCI
Date PCI Condition
Addie Addie Street 010 E. End Dolliver Street (Hwy 1) 2 300 35 10500 R - Residential/Local A - AC 11/11/2020 31 Poor
Addie Addie Street 020 Dolliver Street (Hwy 1) Cypress Street 2 300 29 8700 R - Residential/Local A - AC 11/11/2020 64 Fair
Addie Addie Street 110 Cypress Street W End 2 646 29 18734 R - Residential/Local A - AC 11/11/2020 93 Excellent
Baker Baker Avenue 010 Coburn Lane Seacliff Drive 2 760 38 28880 R - Residential/Local A - AC 11/09/2020 86 Good
Bakersfld Bakersfield Street 010 N City Limit Longview Avenue 2 520 37 19240 R - Residential/Local O - AC/AC 11/10/2020 66 Fair
Bakersfld Bakersfield Street 020 Longview Avenue E End 2 100 37 3700 R - Residential/Local O - AC/AC 11/10/2020 74 Good
Baxter Baxter Street 010 Hanford Street End 2 425 18 7650 R - Residential/Local A - AC 11/10/2020 62 Fair
Bay Bay Street 010 Wadsworth Avenue W End 2 1460 27 39420 R - Residential/Local O - AC/AC 11/11/2020 45 Poor
Bay Bay Street 110 E End Price Street 2 40 38 1520 R - Residential/Local O - AC/AC 11/12/2020 48 Poor
Bay Bay Street 120 Price Street Dolliver Street (Hwy 1) 2 180 38 6840 R - Residential/Local O - AC/AC 11/12/2020 53 Fair
BeachcoN Beachcomber (North) Drive 010 Shell Beach Road S End 2 720 40 28800 R - Residential/Local A - AC 11/09/2020 72 Good
BeachcoS Beachcomber (South) Drive 010 Shell Beach Road Turn 2 630 40 25200 R - Residential/Local A - AC 11/09/2020 72 Good
BeachcoS Beachcomber (South) Drive 020 Turn N End 2 375 40 15000 R - Residential/Local A - AC 11/09/2020 76 Good
Bello Bello Street 010 Bay Street Wadsworth Avenue 2 800 35 28000 R - Residential/Local A - AC 11/11/2020 87 Good
Bello Bello Street 020 Wadsworth Avenue 450' W/Price Canyon Road 2 900 39 35100 A - Arterial A - AC 11/11/2020 57 Fair
Bello Bello Street 030 450' W/Price Canyon Road Price Canyon Road 2 540 40 21600 A - Arterial O - AC/AC 11/11/2020 55 Fair
Bello Bello Street 040 Price Canyon Road S End Bello Street Bridge 2 1475 32 47200 A - Arterial O - AC/AC 11/11/2020 86 Good
Bello Bello Street 060 Bello Street Bridge N End Waste Water Plant 2 210 20 4200 A - Arterial A - AC 11/11/2020 63 Fair
Bettiga Bettiga Street 010 Bello Street Ocean View Avenue 2 250 29 7250 R - Residential/Local O - AC/AC 11/11/2020 41 Poor
Boeker Boeker Street 010 Shell Beach Road S End 2 1518 34 51612 R - Residential/Local O - AC/AC 11/09/2020 47 Poor
Bonita Bonita Street 010 El Portal Drive E End 2 130 27 3510 R - Residential/Local A - AC 11/09/2020 31 Poor
Bonita Bonita Street 020 El Portal West End 2 105 22 2310 R - Residential/Local A - AC 11/09/2020 31 Poor
CapannaCt Capanna Court 010 W End Highland Drive 2 258 35 9030 R - Residential/Local A - AC 11/12/2020 62 Fair
CapannaSt Capanna Street 010 Highland Drive James Way 2 1325 35 46375 R - Residential/Local A - AC 11/12/2020 78 Good
Capistrano Capistrano Avenue 010 Shell Beach Road Ocean Boulevard 2 1467 26 38142 R - Residential/Local O - AC/AC 11/09/2020 50 Poor
Castaic Castaic Avenue 010 Shell Beach Road Ocean Boulevard 2 1600 26 41600 R - Residential/Local O - AC/AC 11/09/2020 56 Fair
Christine Christine Way 010 Dugan Drive Norma Drive 2 575 36 20700 R - Residential/Local A - AC 11/13/2020 74 Good
Cimadecoli Cima De Colina 010 Clydell Ct Rancho Pismo Drive 2 470 36 16920 R - Residential/Local A - AC 11/13/2020 75 Good
Cliff Cliff Avenue 010 Shell Beach Road Ocean Boulevard 2 1080 25 27000 C - Collector A - AC 11/09/2020 71 Good
ClydellCt Clydell Court 010 West End Highland Drive 2 1540 36 55440 R - Residential/Local A - AC 11/12/2020 74 Good
Clydell Clydell Way 010 Highland Drive El Viento 2 130 35 4550 R - Residential/Local A - AC 11/12/2020 72 Good
Coburn Coburn Lane 010 Seacliff Drive Baker Avenue 2 830 35 29050 R - Residential/Local A - AC 11/09/2020 93 Excellent
Coburn Coburn Lane 020 Baker Avenue Shell Beach Road 2 460 38 17480 R - Residential/Local O - AC/AC 11/09/2020 94 Excellent
CoralCirc Coral Circle 010 Highland Drive End 2 196 38 7448 R - Residential/Local A - AC 11/12/2020 78 Good
CoralCt Coral Court 010 W End Highland Drive 2 1200 35 42000 R - Residential/Local A - AC 11/12/2020 75 Good
Crest Crest Drive 010 Skyline Drive James Way 2 700 40 28000 R - Residential/Local O - AC/AC 11/13/2020 65 Fair
Cuyama Cuyama Avenue 010 Shell Beach Road Ocean Boulevard 2 1175 27 31725 R - Residential/Local O - AC/AC 11/09/2020 46 Poor
City of Pismo Beach - 2021 PMP Update
Street List Alphabetical
200300
01/21/2021
Street ID Road Name Section
ID Begin Location End Location Lns Length Width Area FC Surface
Type
PCI
Date PCI Condition
Cypress Cypress Street 010 N. End San Luis Avenue 2 140 17 2380 R - Residential/Local A - AC 11/12/2020 42 Poor
Cypress Cypress Street 020 San Luis Avenue Wadsworth Ave 2 265 32 8480 R - Residential/Local A - AC 11/12/2020 71 Good
Cypress Cypress Street 025 Wadsworth Ave S. End 2 210 32 6720 R - Residential/Local A - AC 11/12/2020 46 Poor
Cypress Cypress Street 030 Pomeroy Avenue Main Street 2 230 30 6900 R - Residential/Local O - AC/AC 11/11/2020 89 Good
Cypress Cypress Street 040 Pomeroy Avenue Hinds Avenue 2 300 31 9300 C - Collector A - AC 11/11/2020 89 Good
Cypress Cypress Street 050 Hinds Avenue Stimson Ave (COP) 2 335 30 10050 C - Collector A - AC 11/11/2020 88 Good
Cypress Cypress Street 060 Stimson Ave (COP) Pismo Creek 2 830 34 28220 C - Collector A - AC 11/11/2020 44 Poor
Cypress Cypress Street 070 E End Pismo Creek Bridge Dolliver Street (Hwy 1) 2 260 20 5200 C - Collector A - AC 11/11/2020 21 Failed
DelCourt Del Court 010 Price Canyon Road E End 2 560 31 17360 R - Residential/Local A - AC 11/11/2020 51 Fair
Delano Delano Street 010 Longview Avenue E End 2 450 28 12600 R - Residential/Local O - AC/AC 11/10/2020 72 Good
Dugan Dugan Drive 010 Houston Way Margo Way 2 950 36 34200 R - Residential/Local A - AC 11/13/2020 68 Fair
EbbTide Ebb Tide Way 010 Shell Beach Road S End 2 317 38 12046 R - Residential/Local A - AC 11/09/2020 63 Fair
Effie Effie Way 010 Dugan Drive Norma Drive 2 600 36 21600 R - Residential/Local A - AC 11/13/2020 78 Good
Effie Effie Way 020 Norma Drive James Way 2 122 36 4392 R - Residential/Local A - AC 11/13/2020 73 Good
ElPortal El Portal Drive 010 Shell Beach Road Indio Drive 2 2280 32 72960 C - Collector O - AC/AC 11/09/2020 71 Good
ElViento El Viento 010 Whitecap Street Ventana Drive 2 2280 35 79800 R - Residential/Local A - AC 11/12/2020 59 Fair
ElViento El Viento 110 Ventana Drive E End 2 680 35 23800 R - Residential/Local A - AC 11/12/2020 76 Good
Elaine Elaine Way 010 Dugan Drive Norma Drive 2 615 36 22140 R - Residential/Local A - AC 11/13/2020 74 Good
Encanto Encanto Avenue 010 Indio Drive S End 2 100 37 3700 R - Residential/Local A - AC 11/09/2020 69 Fair
Esparto Esparto Avenue 010 Shell Beach Road Ocean Boulevard 2 1591 35 55685 R - Residential/Local A - AC 11/09/2020 36 Poor
FiveCities Five Cities Drive 010 James Way A Avenue 2 1050 53 55650 A - Arterial A - AC 11/13/2020 75 Good
FiveCities Five Cities Drive 020 A Avenue Hwy 101 Off Ramp @ Prime Outle 2 750 55 41250 A - Arterial A - AC 11/13/2020 78 Good
FiveCities Five Cities Drive 030 Hwy 101 Off Ramp @ Prime Outle Fourth Street 2 1595 56 89320 A - Arterial A - AC 11/13/2020 69 Fair
FiveCities Five Cities Drive 040 Fourth Street E City Limit 2 950 56 53200 C - Collector A - AC 11/13/2020 52 Fair
Florin Florin Street 010 Hermosa Drive Indio Drive 2 1110 36 39960 R - Residential/Local O - AC/AC 11/09/2020 76 Good
Florin Florin Street 020 Indio Drive S End 2 100 37 3700 R - Residential/Local O - AC/AC 11/09/2020 72 Good
Fourth Fourth Street 010 James Way N End Hwy 101 Underpass 4 320 69 22080 A - Arterial A - AC 11/13/2020 45 Poor
Fourth Fourth Street 020 N End Hwy 101 Overpass S End Hwy 101 Overpass 4 200 90 18000 R - Residential/Local P - PCC 11/13/2020 91 Excellent
Fourth Fourth Street 030 S End Hwy 101 Overpass S City Limit 4 1430 52 74360 R - Residential/Local O - AC/AC 11/13/2020 41 Poor
FradyLane Frady Lane 010 Start Of Pavement (N) End Public Works Yard Entrance 2 570 22 12540 R - Residential/Local O - AC/AC 11/12/2020 65 Fair
FradyLane Frady Lane 020 Public Works Yard Entrance N Side of Hwy 101 R/W 2 1100 22 24200 R - Residential/Local O - AC/AC 11/12/2020 50 Poor
FradyLane Frady Lane 030 N Side of Hwy 101 R/W S Side of Hwy 101 R/W 2 175 26 4550 R - Residential/Local O - AC/AC 11/12/2020 28 Failed
FradyLane Frady Lane 040 S Side of Hwy 101 R/W Bend 2 550 20 11000 R - Residential/Local O - AC/AC 11/12/2020 28 Failed
FradyLane Frady Lane 050 Bend Dolliver Street (Hwy 1) 2 1375 22 30250 R - Residential/Local O - AC/AC 11/12/2020 25 Failed
Frances Frances Way 010 Norma Drive James Way 2 130 36 4680 R - Residential/Local A - AC 11/13/2020 73 Good
FranklinDr Franklin Drive 010 Price Street S End @ Blufftop 2 410 36 14760 R - Residential/Local O - AC/AC 11/10/2020 55 Fair
City of Pismo Beach - 2021 PMP Update
Street List Alphabetical
200300
01/21/2021
Street ID Road Name Section
ID Begin Location End Location Lns Length Width Area FC Surface
Type
PCI
Date PCI Condition
Fresno Fresno Street 010 W City Limit Longview Avenue 2 450 37 16650 R - Residential/Local O - AC/AC 11/10/2020 74 Good
Fresno Fresno Street 020 Longview Avenue E End 2 510 32 16320 R - Residential/Local O - AC/AC 11/10/2020 72 Good
Hanford Hanford Street 010 Baxter Street Longview Avenue 2 600 16 9600 R - Residential/Local O - AC/AC 11/10/2020 62 Fair
Hanford Hanford Street 020 Longview Avenue East End 2 250 16 4000 R - Residential/Local O - AC/AC 11/10/2020 60 Fair
Hanford Hanford Street 110 Wadsworth Lemoore Street 2 750 30 22500 R - Residential/Local O - AC/AC 11/10/2020 59 Fair
HarborView Harbor View Street 010 Price Street S End 2 590 34 20060 R - Residential/Local A - AC 11/10/2020 78 Good
Harloe Harloe Avenue 010 E End Bello Street 2 375 40 15000 R - Residential/Local O - AC/AC 11/11/2020 54 Fair
Harloe Harloe Avenue 020 Bello Street Hwy 101 / W End 2 90 38 3420 R - Residential/Local O - AC/AC 11/11/2020 47 Poor
Harloe Harloe Avenue 110 E End Price Street 2 50 38 1900 R - Residential/Local P - PCC 11/11/2020 37 Poor
Harloe Harloe Avenue 120 Price Street Dolliver Street (Hwy 1) 2 360 38 13680 R - Residential/Local O - AC/AC 11/12/2020 66 Fair
Harloe Harloe Avenue 130 Dolliver Street (Hwy 1) W End 2 238 30 7140 R - Residential/Local O - AC/AC 11/12/2020 59 Fair
Hermosa Hermosa Drive 010 Florin Street Shell Beach Road 2 1120 36 40320 R - Residential/Local O - AC/AC 11/09/2020 68 Fair
Highland Highland Drive 010 N City Limit James Way 2 3130 40 125200 C - Collector O - AC/AC 11/12/2020 78 Good
Hinds Hinds Avenue 010 Pier Parking Lot Cypress Street 2 322 38 12236 A - Arterial A - AC 11/11/2020 86 Good
Hinds Hinds Avenue 020 Cypress Street Dolliver Street (Hwy 1) 2 300 38 11400 A - Arterial A - AC 11/11/2020 90 Good
Hinds Hinds Avenue 030 Dolliver Street (Hwy 1) Price Street 2 540 38 20520 C - Collector A - AC 11/11/2020 63 Fair
Hinds Hinds Avenue 040 Price Street S Side Hwy 101 Bridge 2 110 38 4180 A - Arterial O - AC/AC 11/11/2020 54 Fair
Hollister Hollister Avenue 010 Bello Street Hwy 101 2 55 37 2035 R - Residential/Local C - AC/PCC 11/11/2020 21 Failed
Hollister Hollister Avenue 110 Hwy 101 Price Street 2 80 37 2960 R - Residential/Local C - AC/PCC 11/11/2020 23 Failed
Hollister Hollister Avenue 120 Price Street Dolliver Street (Hwy 1) 2 370 37 13690 R - Residential/Local A - AC 11/11/2020 73 Good
Houston Houston Way 010 Dugan Drive Norma Drive 2 630 36 22680 R - Residential/Local A - AC 11/13/2020 74 Good
Indio Indio Drive 010 W End @ Bluff Drive E End 2 3600 37 133200 R - Residential/Local A - AC 11/09/2020 72 Good
Irish Irish Way 010 Shamrock Lane Shamrock Lane 2 2690 35 94150 R - Residential/Local A - AC 11/12/2020 79 Good
James James Way 010 Five Cities Drive 470' W/O Five Cities Drive 2 420 44 18480 C - Collector A - AC 11/13/2020 44 Poor
James James Way 015 470' W/O Five Cities Drive Highland Drive 2 475 44 20900 C - Collector A - AC 11/13/2020 85 Good
James James Way 020 Highland Drive Capana Street 2 762 44 33528 C - Collector O - AC/AC 11/13/2020 89 Good
James James Way 024 Capana Street Fourth Street (COP) 2 1657 47 77879 C - Collector A - AC 11/13/2020 90 Good
James James Way 028 Fourth Street (COP) Ridge Drive 2 400 49 19600 C - Collector A - AC 11/13/2020 72 Good
James James Way 030 Ridge Drive 776'' E/O Ridge Drive (COP) 2 2576 40 103040 A - Arterial A - AC 11/13/2020 73 Good
James James Way 040 776'' E/O Ridge Drive Oak Park Blvd 2 2200 54 118800 C - Collector A - AC 11/13/2020 100 Excellent
LaColima La Colima 010 La Floricita La Puesta del Sol 2 1000 35 35000 R - Residential/Local A - AC 11/12/2020 72 Good
LaFloricit La Floricita 010 El Viento La Puesta del Sol 2 860 35 30100 R - Residential/Local A - AC 11/12/2020 65 Fair
LaGarza La Garza 010 W End Ventana Drive 2 650 35 22750 R - Residential/Local A - AC 11/12/2020 57 Fair
LaGaviota La Gaviota 010 El Viento Ventana Drive 2 800 35 28000 R - Residential/Local A - AC 11/12/2020 72 Good
LaGaviota La Gaviota 020 Ventana Drive El Viento 2 845 35 29575 R - Residential/Local A - AC 11/12/2020 64 Fair
LaPuesta La Puesta del Sol 010 La Gaviota E End 2 640 35 22400 R - Residential/Local A - AC 11/12/2020 66 Fair
Leeward Leeward Avenue 010 Shell Beach Road Ocean Boulevard 2 1150 40 46000 R - Residential/Local A - AC 11/10/2020 64 Fair
City of Pismo Beach - 2021 PMP Update
Street List Alphabetical
200300
01/21/2021
Street ID Road Name Section
ID Begin Location End Location Lns Length Width Area FC Surface
Type
PCI
Date PCI Condition
Lemoore Lemoore Street 010 Wadsworth Avenue Hanford Street 2 850 28 23800 R - Residential/Local O - AC/AC 11/10/2020 43 Poor
Lemoore Lemoore Street 020 Hanford Street Price Canyon Road 2 500 36 18000 R - Residential/Local A - AC 11/10/2020 44 Poor
Limerick Limerick Lane 010 Shamrock Lane (N) Shamrock Lane (S) 2 500 36 18000 R - Residential/Local A - AC 11/12/2020 87 Good
Longview Longview Avenue 010 Loop End of Loop 2 850 17 14450 C - Collector A - AC 11/10/2020 88 Good
Longview Longview Avenue 020 End of Loop Merced Street 2 1285 28 35980 C - Collector A - AC 11/10/2020 87 Good
Longview Longview Avenue 030 Merced Street Wadsworth Avenue 2 2200 31 68200 C - Collector A - AC 11/10/2020 88 Good
Longview Longview Avenue 040 Wadsworth Avenue Hanford Street 2 120 25 3000 C - Collector A - AC 11/10/2020 67 Fair
Main Main Avenue 010 End Price Street 2 80 38 3040 R - Residential/Local A - AC 11/11/2020 41 Poor
Main Main Avenue 020 Price Street Dolliver Street (Hwy 1) 2 500 38 19000 C - Collector O - AC/AC 11/11/2020 68 Fair
Main Main Avenue 030 Dolliver Street (Hwy 1) S End 2 550 36 19800 R - Residential/Local A - AC 11/11/2020 64 Fair
Margo Margo Way 010 Dugan Drive Norma Drive 2 630 36 22680 R - Residential/Local A - AC 11/13/2020 73 Good
Mattie Mattie Road 010 W End @ City Limit Spyglass Drive 2 1280 32 40960 C - Collector A - AC 11/10/2020 72 Good
Mattie Mattie Road 020 Spyglass Drive Corralitas 2 5832 40 233280 C - Collector A - AC 11/10/2020 39 Poor
Mattie Mattie Road 030 Corralitas N Side Hwy 101 Bridge 2 5100 37 188700 C - Collector A - AC 11/10/2020 46 Poor
Mattie Mattie Road 040 N Side Hwy 101 Bridge S Side Hwy 101Bridge 2 150 34 5100 C - Collector A - AC 11/10/2020 77 Good
Mattie Mattie Road 050 S Side Hwy 101 Bridge Price Street 2 140 34 4760 C - Collector A - AC 11/10/2020 61 Fair
Merced Merced Street 010 Longview Avenue E End 2 620 27 16740 R - Residential/Local O - AC/AC 11/10/2020 78 Good
Miguelito Miguelito Lane 010 Clydell Ct Rancho Pismo Drive 2 260 36 9360 R - Residential/Local A - AC 11/10/2020 75 Good
Montecito Montecito Avenue 010 Shell Beach Road Ocean Boulevard 2 1432 27 38664 R - Residential/Local O - AC/AC 11/09/2020 55 Fair
Morgan Morgan Drive 010 N City Limit El Viento 2 140 38 5320 R - Residential/Local A - AC 11/12/2020 74 Good
Morro Morro Avenue 010 Shell Beach Road Ocean Boulevard 2 1354 27 36558 R - Residential/Local O - AC/AC 11/09/2020 52 Fair
Naomi Naomi Avenue 010 Baker Avenue Seacliff Drive 2 900 34 30600 R - Residential/Local O - AC/AC 11/09/2020 87 Good
Norma Norma Drive 010 W End Frances Way 2 1150 36 41400 R - Residential/Local A - AC 11/13/2020 70 Fair
Norma Norma Drive 020 Frances Way Margo Way 2 140 45 6300 R - Residential/Local A - AC 11/13/2020 74 Good
OakPark Oak Park Boulevard 010 N City Limit 1045' S/O City Limit 2 1045 46 48070 A - Arterial A - AC 11/13/2020 68 Fair
OakPark Oak Park Boulevard 015 1045' S/O City Limit James Way 2 775 52 40300 A - Arterial A - AC 11/13/2020 74 Good
OakPark Oak Park Boulevard 020 James Way 300'' N of Hwy 101 2 1010 64 64640 A - Arterial A - AC 11/13/2020 82 Good
OakPark Oak Park Boulevard 030 300'' N/of Hwy 101 Hwy 101 2 300 84 25200 A - Arterial O - AC/AC 11/13/2020 59 Fair
Oakwood Oakwood Drive 010 Shamrock Lane James Way 2 375 36 13500 R - Residential/Local A - AC 11/12/2020 87 Good
OceanBlvd Ocean Boulevard 010 W End just E of Placentia 2 2400 32 76800 C - Collector A - AC 11/10/2020 37 Poor
OceanBlvd Ocean Boulevard 020 Windward Avenue Cliff Avenue 2 1204 27 32508 C - Collector A - AC 11/09/2020 74 Good
OceanView Ocean View Avenue 010 Bello Street Hwy 101 2 1010 26 26260 R - Residential/Local O - AC/AC 11/11/2020 64 Fair
OceanView Ocean View Avenue 110 Price Street Dolliver Street (Hwy 1) 2 585 36 21060 C - Collector O - AC/AC 11/11/2020 47 Poor
OceanView Ocean View Avenue 120 Dolliver Street (Hwy 1) Cypress Street 2 300 36 10800 R - Residential/Local A - AC 11/11/2020 40 Poor
OceanView Ocean View Avenue 130 Cypress Street W End 2 700 36 25200 R - Residential/Local A - AC 11/11/2020 43 Poor
Paddock Paddock Avenue 010 Coburn Lane Seacliff Drive 2 820 33 27060 R - Residential/Local A - AC 11/09/2020 90 Good
Palisade Palisade Avenue 010 Shell Beach Road Ocean Boulevard 2 1271 37 47027 R - Residential/Local A - AC 11/10/2020 67 Fair
City of Pismo Beach - 2021 PMP Update
Street List Alphabetical
200300
01/21/2021
Street ID Road Name Section
ID Begin Location End Location Lns Length Width Area FC Surface
Type
PCI
Date PCI Condition
Palomar Palomar Avenue 010 Shell Beach Road Ocean Boulevard 2 1457 25 36425 C - Collector O - AC/AC 11/09/2020 55 Fair
Panorama Panorama Drive 010 Shamrock Lane Ridge Drive 2 875 36 31500 R - Residential/Local A - AC 11/12/2020 66 Fair
Park Park Avenue 010 Hwy 101 / E End Dolliver Street (Hwy 1) 2 575 25 14375 R - Residential/Local O - AC/AC 11/11/2020 55 Fair
Park Park Avenue 020 Cypress Street Dolliver Street (Hwy 1) 2 300 28 8400 R - Residential/Local O - AC/AC 11/11/2020 46 Poor
Park Park Avenue 030 W End Cypress Street 3 650 28 18200 R - Residential/Local A - AC 11/11/2020 92 Excellent
Pearl Pearl Street 010 Windward Avenue Cliff Avenue 2 1028 33 33924 R - Residential/Local A - AC 11/10/2020 53 Fair
Pier Pier Avenue 010 Shell Beach Road Ocean Boulevard 2 1187 32 37984 R - Residential/Local A - AC 11/10/2020 66 Fair
Pismo Pismo Avenue 010 Bello Street Hwy 101 / W End 2 85 38 3230 R - Residential/Local A - AC 11/11/2020 39 Poor
Pismo Pismo Avenue 110 Hwy 101 Price Street 2 80 38 3040 R - Residential/Local A - AC 11/11/2020 67 Fair
Pismo Pismo Avenue 120 Price Street Dolliver Street (Hwy 1) 2 370 38 14060 R - Residential/Local O - AC/AC 11/11/2020 66 Fair
Placentia Placentia Avenue 010 Shell Beach Road Ocean Boulevard 2 1556 25 38900 C - Collector A - AC 11/09/2020 40 Poor
Pomeroy Pomeroy Avenue 010 End Price Street 2 80 40 3200 R - Residential/Local O - AC/AC 11/11/2020 54 Fair
Pomeroy Pomeroy Avenue 020 Price Street Dolliver Street (Hwy 1) 2 500 43 21500 R - Residential/Local A - AC 11/11/2020 54 Fair
Pomeroy Pomeroy Avenue 030 Dolliver Street (Hwy 1) Cypress Street 2 325 42 13650 C - Collector A - AC 11/11/2020 73 Good
Pomeroy Pomeroy Avenue 040 Cypress Street Pier Parking Lot 2 275 42 11550 R - Residential/Local A - AC 11/11/2020 61 Fair
Porter Porter Street 010 W End Harloe Avenue 2 130 38 4940 R - Residential/Local P - PCC 11/13/2020 38 Poor
Portervill Porterville Street 010 Lemoore Street S End 2 325 26 8450 R - Residential/Local A - AC 11/10/2020 50 Poor
PriceCan Price Canyon Road 010 N City Limit 250'' N/Bello Street 4 2345 38 89110 R - Residential/Local A - AC 11/12/2020 65 Fair
PriceCan Price Canyon Road 020 250'' N/Bello Street Bello Street 4 250 37 9250 R - Residential/Local A - AC 11/12/2020 59 Fair
PriceCan Price Canyon Road 030 Bello Street E Side of Bridge 2 170 39 6630 R - Residential/Local A - AC 11/12/2020 54 Fair
PriceCan Price Canyon Road 040 E Side of 101 Bridge W Side Hwy 101 Bridge 2 200 38 7600 R - Residential/Local P - PCC 11/12/2020 80 Good
PriceSt Price Street 010 Cliff Avenue Dino Cave East 2 1100 33 36300 R - Residential/Local O - AC/AC 11/10/2020 84 Good
PriceSt Price Street 020 Dino Caves East Mattie Road 2 2653 37 98161 A - Arterial O - AC/AC 11/10/2020 84 Good
PriceSt Price Street 110 Dolliver Street Hinds Ave 2 2535 63 159705 A - Arterial A - AC 11/10/2020 74 Good
PriceSt Price Street 120 Hinds Ave HWY 101 on Ramp 2 715 63 45045 A - Arterial A - AC 11/10/2020 58 Fair
Princessa Princessa Lane 010 Clydell Ct Rancho Pismo Drive 2 350 36 12600 R - Residential/Local A - AC 11/10/2020 75 Good
RanchPisDr Rancho Pismo Drive 010 North End Highland Drive 2 2400 40 96000 R - Residential/Local A - AC 11/10/2020 74 Good
Reef Reef Court 010 W End Coral Court 2 400 36 14400 R - Residential/Local A - AC 11/12/2020 75 Good
Ridge Ridge Drive 010 E City Limit James Way 2 1007 40 40280 C - Collector A - AC 11/12/2020 80 Good
Ruby Ruby Court 010 Seacliff Drive E End 2 192 31 5952 R - Residential/Local O - AC/AC 11/09/2020 87 Good
San Luis San Luis Avenue 010 E End Bello Street 2 425 40 17000 R - Residential/Local O - AC/AC 11/11/2020 62 Fair
San Luis San Luis Avenue 020 Bello Street Hwy 101 / W End 2 70 38 2660 R - Residential/Local O - AC/AC 11/11/2020 53 Fair
San Luis San Luis Avenue 110 Hwy 101 Price Street 2 70 38 2660 R - Residential/Local P - PCC 11/11/2020 39 Poor
San Luis San Luis Avenue 120 Price Street Dolliver Street (Hwy 1) 2 380 38 14440 R - Residential/Local C - AC/PCC 11/12/2020 73 Good
San Luis San Luis Avenue 130 Dolliver Street (Hwy 1) Cypress Street 2 300 39 11700 R - Residential/Local O - AC/AC 11/12/2020 66 Fair
SantaFe Santa Fe Avenue 010 Shell Beach Road Ocean Boulevard 2 1603 26 41678 R - Residential/Local A - AC 11/09/2020 59 Fair
Santos Santos Way 010 Clydell Ct Rancho Pismo Drive 2 285 36 10260 R - Residential/Local A - AC 11/09/2020 75 Good
City of Pismo Beach - 2021 PMP Update
Street List Alphabetical
200300
01/21/2021
Street ID Road Name Section
ID Begin Location End Location Lns Length Width Area FC Surface
Type
PCI
Date PCI Condition
SeaView Sea View Avenue 010 Shell Beach Road Ocean Boulevard 2 1270 37 46990 R - Residential/Local A - AC 11/10/2020 61 Fair
Seacliff Seacliff Drive 010 Shell Beach Road Naomi Avenue 2 1765 38 67070 R - Residential/Local A - AC 11/09/2020 83 Good
Searidge Searidge Court 010 Shell Beach Road S End 2 640 40 25600 R - Residential/Local A - AC 11/09/2020 68 Fair
Selma Selma Street 010 N End Lemoore Street 2 160 28 4480 R - Residential/Local O - AC/AC 11/10/2020 55 Fair
Shaffer Shaffer Lane 010 Baxter Street Bay Street 2 1150 18 20700 R - Residential/Local O - AC/AC 11/10/2020 49 Poor
Shamrock Shamrock Lane 010 Ridge Drive James Way 2 2100 36 75600 R - Residential/Local A - AC 11/12/2020 82 Good
Shamrock Shamrock Lane 020 James Way Irish Way 2 500 40 20000 R - Residential/Local A - AC 11/12/2020 82 Good
ShellBeac Shell Beach Road 010 W City Limit 100'' N/El Portal Drive 2 550 32 17600 A - Arterial O - AC/AC 11/10/2020 41 Poor
ShellBeac Shell Beach Road 020 100'' N/El Portal Drive Seacliff Dr 2 6476 44 284944 A - Arterial O - AC/AC 11/10/2020 71 Good
ShellBeac Shell Beach Road 030 Seacliff Drive Terrace 2 1582 36 56952 A - Arterial A - AC 11/10/2020 71 Good
ShellBeac Shell Beach Road 040 Terrace Cliff Avenue 2 4900 37 181300 A - Arterial A - AC 11/10/2020 100 Excellent
Shoreline Shoreline Drive 010 W End Terrace Avenue 2 627 38 23826 R - Residential/Local A - AC 11/09/2020 92 Excellent
SilverSho Silver Shoals Drive 010 Shell Beach Road Bend 2 540 40 21600 R - Residential/Local A - AC 11/09/2020 77 Good
SilverSho Silver Shoals Drive 020 Bend E End 2 240 40 9600 R - Residential/Local A - AC 11/09/2020 78 Good
Skyline Skyline Drive 010 Summit Drive Crest Drive 2 475 35 16625 R - Residential/Local A - AC 11/13/2020 68 Fair
Solano Solano Road 010 Spyglass Drive (N) Spyglass Drive (S) 2 1080 38 41040 R - Residential/Local A - AC 11/09/2020 61 Fair
Solar Solar Way 010 Bello Street (One-Way) Price Canyon Road 2 540 21 11340 R - Residential/Local A - AC 11/11/2020 25 Failed
Spyglass Spyglass Drive 010 Shell Beach Road Spyglass Park 2 1180 38 44840 R - Residential/Local A - AC 11/09/2020 62 Fair
Stimson Stimson Avenue 010 Bello Street Hwy 101 / W End 2 515 36 18540 R - Residential/Local O - AC/AC 11/11/2020 48 Poor
Stimson Stimson Avenue 110 Hwy 101 Price Street 2 80 40 3200 R - Residential/Local A - AC 11/11/2020 42 Poor
Stimson Stimson Avenue 120 Price Street Dolliver Street (Hwy 1) 2 500 38 19000 R - Residential/Local O - AC/AC 11/11/2020 42 Poor
Stimson Stimson Avenue 130 Dolliver Street (Hwy 1) Cypress Street 2 300 38 11400 R - Residential/Local A - AC 11/11/2020 41 Poor
Stimson Stimson Avenue 140 Cypress Street 255' W/O Cypress 2 255 38 9690 R - Residential/Local A - AC 11/11/2020 44 Poor
Stimson Stimson Avenue 150 255' W/O Cypress W End 2 200 38 7600 R - Residential/Local A - AC 11/11/2020 71 Good
Stratford Stratford Street 010 N City Limit Longview Avenue 2 465 32 14880 R - Residential/Local O - AC/AC 11/10/2020 46 Poor
Stratford Stratford Street 020 Longview Avenue E End 2 770 28 21560 R - Residential/Local O - AC/AC 11/10/2020 49 Poor
Summit Summit Drive 010 Skyline Drive James Way 2 775 36 27900 R - Residential/Local A - AC 11/13/2020 58 Fair
Surf Surf Street 010 Valley View Drive Highland Drive 2 930 35 32550 R - Residential/Local A - AC 11/12/2020 54 Fair
Taft Taft Street 010 N End Longview Avenue 2 420 38 15960 R - Residential/Local A - AC 11/10/2020 74 Good
Taft Taft Street 020 Longview Avenue E End 2 380 37 14060 R - Residential/Local A - AC 11/10/2020 69 Fair
Terrace Terrace Avenue 010 Shell Beach Road Shoreline Drive 2 770 40 30800 R - Residential/Local A - AC 11/09/2020 88 Good
Topaz Topaz Street 010 Indio Drive S End 2 156 35 5460 R - Residential/Local A - AC 11/09/2020 71 Good
Tulare Tulare Street 010 N End Longview Avenue 2 450 37 16650 R - Residential/Local A - AC 11/10/2020 60 Fair
Tulare Tulare Street 020 Longview Avenue Visalia Street 2 500 39 19500 R - Residential/Local O - AC/AC 11/10/2020 61 Fair
ValleyView Valley View Drive 010 Coral Court Highland Drive 2 1630 35 57050 R - Residential/Local A - AC 11/12/2020 75 Good
ValleyView Valley View Drive 110 El Viento Ventana Drive 2 1180 35 41300 R - Residential/Local O - AC/AC 11/12/2020 47 Poor
City of Pismo Beach - 2021 PMP Update
Street List Alphabetical
200300
01/21/2021
Street ID Road Name Section
ID Begin Location End Location Lns Length Width Area FC Surface
Type
PCI
Date PCI Condition
Ventana Ventana Drive 010 N City Limit 100'' N/James Way 2 2200 50 110000 C - Collector A - AC 11/12/2020 78 Good
Ventana Ventana Drive 020 100'' N/James Way James Way 2 260 24 6240 C - Collector A - AC 11/12/2020 75 Good
VillaCourt Villa Court 010 W End Capanna Street 2 485 35 16975 R - Residential/Local A - AC 11/12/2020 79 Good
Vincente Vincente Court 010 Clydell Ct S End 2 180 36 6480 R - Residential/Local A - AC 11/12/2020 75 Good
Visalia Visalia Street 010 N End Longview Avenue 2 460 38 17480 R - Residential/Local A - AC 11/10/2020 43 Poor
Visalia Visalia Street 020 Longview Avenue Tulare St 2 560 37 20720 R - Residential/Local O - AC/AC 11/10/2020 44 Poor
VistaDelMa Vista del Mar 010 Shell Beach Road Ocean Boulevard 2 1000 38 38000 C - Collector A - AC 11/09/2020 38 Poor
VistaPacif Vista Pacific Circle 010 James Way (N) James Way (S) 2 1900 35 66500 R - Residential/Local A - AC 11/13/2020 70 Fair
Wadsworth Wadsworth Avenue 010 W End Longview Avenue 2 500 38 19000 C - Collector A - AC 11/11/2020 48 Poor
Wadsworth Wadsworth Avenue 020 Longview Avenue Lemoore Street 2 430 38 16340 C - Collector A - AC 11/11/2020 33 Poor
Wadsworth Wadsworth Avenue 030 Lemoore Street Hanford Street 2 300 38 11400 C - Collector A - AC 11/11/2020 58 Fair
Wadsworth Wadsworth Avenue 040 Hanford Street Bay Street 2 139 38 5282 C - Collector A - AC 11/11/2020 43 Poor
Wadsworth Wadsworth Avenue 050 Bay Street Bello Street 2 740 37 27380 C - Collector O - AC/AC 11/11/2020 49 Poor
Wadsworth Wadsworth Avenue 060 Bello Street N Side Hwy 101 Bridge 2 75 38 2850 C - Collector A - AC 11/11/2020 52 Fair
Wadsworth Wadsworth Avenue 070 N Side Hwy 101 Bridge S Side Hwy 101 Bridge 2 140 38 5320 C - Collector A - AC 11/11/2020 53 Fair
Wadsworth Wadsworth Avenue 080 S Side Hwy 101 Bridge Price Street 2 150 38 5700 C - Collector A - AC 11/11/2020 52 Fair
Wadsworth Wadsworth Avenue 090 Price Street Dolliver Street (Hwy 1) 2 375 38 14250 C - Collector O - AC/AC 11/11/2020 77 Good
Wadsworth Wadsworth Avenue 100 Dolliver Street (Hwy 1) Cypress Street 2 350 38 13300 R - Residential/Local A - AC 11/11/2020 47 Poor
WasteRear Waste Water Plant Rear Rd 010 Frady Road Waste Water 2 400 20 8000 R - Residential/Local O - AC/AC 07/30/2009 99 Excellent
Water Water Street 010 Windward Avenue Cliff Avenue 2 1030 33 33990 R - Residential/Local A - AC 11/09/2020 65 Fair
Wave Wave Avenue 010 Valley View Drive Highland Drive 2 730 35 25550 R - Residential/Local A - AC 11/12/2020 75 Good
Wawona Wawona Avenue 010 Shell Beach Road Ocean Boulevard 2 1540 34 52360 R - Residential/Local A - AC 11/09/2020 44 Poor
WhiteOak White Oak Boulevard 010 Oakwood Drive Ridge Drive 2 715 36 25740 R - Residential/Local A - AC 11/12/2020 79 Good
Whitecap Whitecap Street 010 Valley View Drive Highland Drive 2 660 35 23100 C - Collector A - AC 11/12/2020 77 Good
Whitecap Whitecap Street 020 Highland Drive Ventana Drive 2 970 40 38800 C - Collector A - AC 11/12/2020 75 Good
Wilmar Wilmar Avenue 010 Price Street Stairs at S End 2 490 32 15680 R - Residential/Local O - AC/AC 11/10/2020 58 Fair
Windward Windward Avenue 010 Shell Beach Road Ocean Boulevard 2 1360 37 50320 C - Collector A - AC 11/09/2020 53 Fair
R e f e r e n c e R e p o r t s P a g e | 50
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Street List by PCI (High to Low)
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City of Pismo Beach - 2021 PMP Update
Street List by PCI (High to Low)
200300
01/21/2021
Street ID Road Name Section
ID Begin Location End Location Lns Length Width Area FC Surface
Type
PCI
Date PCI Condition
James James Way 040 776'' E/O Ridge Drive Oak Park Blvd 2 2200 54 118800 C - Collector A - AC 11/13/2020 100 Excellent
ShellBeac Shell Beach Road 040 Terrace Cliff Avenue 2 4900 37 181300 A - Arterial A - AC 11/10/2020 100 Excellent
WasteRear Waste Water Plant Rear Rd 010 Frady Road Waste Water 2 400 20 8000 R - Residential/Local O - AC/AC 07/30/2009 99 Excellent
Coburn Coburn Lane 020 Baker Avenue Shell Beach Road 2 460 38 17480 R - Residential/Local O - AC/AC 11/09/2020 94 Excellent
Addie Addie Street 110 Cypress Street W End 2 646 29 18734 R - Residential/Local A - AC 11/11/2020 93 Excellent
Coburn Coburn Lane 010 Seacliff Drive Baker Avenue 2 830 35 29050 R - Residential/Local A - AC 11/09/2020 93 Excellent
Park Park Avenue 030 W End Cypress Street 3 650 28 18200 R - Residential/Local A - AC 11/11/2020 92 Excellent
Shoreline Shoreline Drive 010 W End Terrace Avenue 2 627 38 23826 R - Residential/Local A - AC 11/09/2020 92 Excellent
Fourth Fourth Street 020 N End Hwy 101 Overpass S End Hwy 101 Overpass 4 200 90 18000 R - Residential/Local P - PCC 11/13/2020 91 Excellent
Hinds Hinds Avenue 020 Cypress Street Dolliver Street (Hwy 1) 2 300 38 11400 A - Arterial A - AC 11/11/2020 90 Good
James James Way 024 Capana Street Fourth Street (COP) 2 1657 47 77879 C - Collector A - AC 11/13/2020 90 Good
Paddock Paddock Avenue 010 Coburn Lane Seacliff Drive 2 820 33 27060 R - Residential/Local A - AC 11/09/2020 90 Good
Cypress Cypress Street 030 Pomeroy Avenue Main Street 2 230 30 6900 R - Residential/Local O - AC/AC 11/11/2020 89 Good
Cypress Cypress Street 040 Pomeroy Avenue Hinds Avenue 2 300 31 9300 C - Collector A - AC 11/11/2020 89 Good
James James Way 020 Highland Drive Capana Street 2 762 44 33528 C - Collector O - AC/AC 11/13/2020 89 Good
Cypress Cypress Street 050 Hinds Avenue Stimson Ave (COP) 2 335 30 10050 C - Collector A - AC 11/11/2020 88 Good
Longview Longview Avenue 010 Loop End of Loop 2 850 17 14450 C - Collector A - AC 11/10/2020 88 Good
Longview Longview Avenue 030 Merced Street Wadsworth Avenue 2 2200 31 68200 C - Collector A - AC 11/10/2020 88 Good
Terrace Terrace Avenue 010 Shell Beach Road Shoreline Drive 2 770 40 30800 R - Residential/Local A - AC 11/09/2020 88 Good
Bello Bello Street 010 Bay Street Wadsworth Avenue 2 800 35 28000 R - Residential/Local A - AC 11/11/2020 87 Good
Limerick Limerick Lane 010 Shamrock Lane (N) Shamrock Lane (S) 2 500 36 18000 R - Residential/Local A - AC 11/12/2020 87 Good
Longview Longview Avenue 020 End of Loop Merced Street 2 1285 28 35980 C - Collector A - AC 11/10/2020 87 Good
Naomi Naomi Avenue 010 Baker Avenue Seacliff Drive 2 900 34 30600 R - Residential/Local O - AC/AC 11/09/2020 87 Good
Oakwood Oakwood Drive 010 Shamrock Lane James Way 2 375 36 13500 R - Residential/Local A - AC 11/12/2020 87 Good
Ruby Ruby Court 010 Seacliff Drive E End 2 192 31 5952 R - Residential/Local O - AC/AC 11/09/2020 87 Good
Baker Baker Avenue 010 Coburn Lane Seacliff Drive 2 760 38 28880 R - Residential/Local A - AC 11/09/2020 86 Good
Bello Bello Street 040 Price Canyon Road S End Bello Street Bridge 2 1475 32 47200 A - Arterial O - AC/AC 11/11/2020 86 Good
Hinds Hinds Avenue 010 Pier Parking Lot Cypress Street 2 322 38 12236 A - Arterial A - AC 11/11/2020 86 Good
James James Way 015 470' W/O Five Cities Drive Highland Drive 2 475 44 20900 C - Collector A - AC 11/13/2020 85 Good
PriceSt Price Street 010 Cliff Avenue Dino Cave East 2 1100 33 36300 R - Residential/Local O - AC/AC 11/10/2020 84 Good
PriceSt Price Street 020 Dino Caves East Mattie Road 2 2653 37 98161 A - Arterial O - AC/AC 11/10/2020 84 Good
Seacliff Seacliff Drive 010 Shell Beach Road Naomi Avenue 2 1765 38 67070 R - Residential/Local A - AC 11/09/2020 83 Good
OakPark Oak Park Boulevard 020 James Way 300'' N of Hwy 101 2 1010 64 64640 A - Arterial A - AC 11/13/2020 82 Good
Shamrock Shamrock Lane 010 Ridge Drive James Way 2 2100 36 75600 R - Residential/Local A - AC 11/12/2020 82 Good
Shamrock Shamrock Lane 020 James Way Irish Way 2 500 40 20000 R - Residential/Local A - AC 11/12/2020 82 Good
PriceCan Price Canyon Road 040 E Side of 101 Bridge W Side Hwy 101 Bridge 2 200 38 7600 R - Residential/Local P - PCC 11/12/2020 80 Good
Ridge Ridge Drive 010 E City Limit James Way 2 1007 40 40280 C - Collector A - AC 11/12/2020 80 Good
City of Pismo Beach - 2021 PMP Update
Street List by PCI (High to Low)
200300
01/21/2021
Street ID Road Name Section
ID Begin Location End Location Lns Length Width Area FC Surface
Type
PCI
Date PCI Condition
Irish Irish Way 010 Shamrock Lane Shamrock Lane 2 2690 35 94150 R - Residential/Local A - AC 11/12/2020 79 Good
VillaCourt Villa Court 010 W End Capanna Street 2 485 35 16975 R - Residential/Local A - AC 11/12/2020 79 Good
WhiteOak White Oak Boulevard 010 Oakwood Drive Ridge Drive 2 715 36 25740 R - Residential/Local A - AC 11/12/2020 79 Good
CapannaSt Capanna Street 010 Highland Drive James Way 2 1325 35 46375 R - Residential/Local A - AC 11/12/2020 78 Good
CoralCirc Coral Circle 010 Highland Drive End 2 196 38 7448 R - Residential/Local A - AC 11/12/2020 78 Good
Effie Effie Way 010 Dugan Drive Norma Drive 2 600 36 21600 R - Residential/Local A - AC 11/13/2020 78 Good
FiveCities Five Cities Drive 020 A Avenue Hwy 101 Off Ramp @ Prime Outle 2 750 55 41250 A - Arterial A - AC 11/13/2020 78 Good
HarborView Harbor View Street 010 Price Street S End 2 590 34 20060 R - Residential/Local A - AC 11/10/2020 78 Good
Highland Highland Drive 010 N City Limit James Way 2 3130 40 125200 C - Collector O - AC/AC 11/12/2020 78 Good
Merced Merced Street 010 Longview Avenue E End 2 620 27 16740 R - Residential/Local O - AC/AC 11/10/2020 78 Good
SilverSho Silver Shoals Drive 020 Bend E End 2 240 40 9600 R - Residential/Local A - AC 11/09/2020 78 Good
Ventana Ventana Drive 010 N City Limit 100'' N/James Way 2 2200 50 110000 C - Collector A - AC 11/12/2020 78 Good
Mattie Mattie Road 040 N Side Hwy 101 Bridge S Side Hwy 101Bridge 2 150 34 5100 C - Collector A - AC 11/10/2020 77 Good
SilverSho Silver Shoals Drive 010 Shell Beach Road Bend 2 540 40 21600 R - Residential/Local A - AC 11/09/2020 77 Good
Wadsworth Wadsworth Avenue 090 Price Street Dolliver Street (Hwy 1) 2 375 38 14250 C - Collector O - AC/AC 11/11/2020 77 Good
Whitecap Whitecap Street 010 Valley View Drive Highland Drive 2 660 35 23100 C - Collector A - AC 11/12/2020 77 Good
BeachcoS Beachcomber (South) Drive 020 Turn N End 2 375 40 15000 R - Residential/Local A - AC 11/09/2020 76 Good
ElViento El Viento 110 Ventana Drive E End 2 680 35 23800 R - Residential/Local A - AC 11/12/2020 76 Good
Florin Florin Street 010 Hermosa Drive Indio Drive 2 1110 36 39960 R - Residential/Local O - AC/AC 11/09/2020 76 Good
Cimadecoli Cima De Colina 010 Clydell Ct Rancho Pismo Drive 2 470 36 16920 R - Residential/Local A - AC 11/13/2020 75 Good
CoralCt Coral Court 010 W End Highland Drive 2 1200 35 42000 R - Residential/Local A - AC 11/12/2020 75 Good
FiveCities Five Cities Drive 010 James Way A Avenue 2 1050 53 55650 A - Arterial A - AC 11/13/2020 75 Good
Miguelito Miguelito Lane 010 Clydell Ct Rancho Pismo Drive 2 260 36 9360 R - Residential/Local A - AC 11/10/2020 75 Good
Princessa Princessa Lane 010 Clydell Ct Rancho Pismo Drive 2 350 36 12600 R - Residential/Local A - AC 11/10/2020 75 Good
Reef Reef Court 010 W End Coral Court 2 400 36 14400 R - Residential/Local A - AC 11/12/2020 75 Good
Santos Santos Way 010 Clydell Ct Rancho Pismo Drive 2 285 36 10260 R - Residential/Local A - AC 11/09/2020 75 Good
ValleyView Valley View Drive 010 Coral Court Highland Drive 2 1630 35 57050 R - Residential/Local A - AC 11/12/2020 75 Good
Ventana Ventana Drive 020 100'' N/James Way James Way 2 260 24 6240 C - Collector A - AC 11/12/2020 75 Good
Vincente Vincente Court 010 Clydell Ct S End 2 180 36 6480 R - Residential/Local A - AC 11/12/2020 75 Good
Wave Wave Avenue 010 Valley View Drive Highland Drive 2 730 35 25550 R - Residential/Local A - AC 11/12/2020 75 Good
Whitecap Whitecap Street 020 Highland Drive Ventana Drive 2 970 40 38800 C - Collector A - AC 11/12/2020 75 Good
Bakersfld Bakersfield Street 020 Longview Avenue E End 2 100 37 3700 R - Residential/Local O - AC/AC 11/10/2020 74 Good
Christine Christine Way 010 Dugan Drive Norma Drive 2 575 36 20700 R - Residential/Local A - AC 11/13/2020 74 Good
ClydellCt Clydell Court 010 West End Highland Drive 2 1540 36 55440 R - Residential/Local A - AC 11/12/2020 74 Good
Elaine Elaine Way 010 Dugan Drive Norma Drive 2 615 36 22140 R - Residential/Local A - AC 11/13/2020 74 Good
Fresno Fresno Street 010 W City Limit Longview Avenue 2 450 37 16650 R - Residential/Local O - AC/AC 11/10/2020 74 Good
Houston Houston Way 010 Dugan Drive Norma Drive 2 630 36 22680 R - Residential/Local A - AC 11/13/2020 74 Good
City of Pismo Beach - 2021 PMP Update
Street List by PCI (High to Low)
200300
01/21/2021
Street ID Road Name Section
ID Begin Location End Location Lns Length Width Area FC Surface
Type
PCI
Date PCI Condition
Morgan Morgan Drive 010 N City Limit El Viento 2 140 38 5320 R - Residential/Local A - AC 11/12/2020 74 Good
Norma Norma Drive 020 Frances Way Margo Way 2 140 45 6300 R - Residential/Local A - AC 11/13/2020 74 Good
OakPark Oak Park Boulevard 015 1045' S/O City Limit James Way 2 775 52 40300 A - Arterial A - AC 11/13/2020 74 Good
OceanBlvd Ocean Boulevard 020 Windward Avenue Cliff Avenue 2 1204 27 32508 C - Collector A - AC 11/09/2020 74 Good
PriceSt Price Street 110 Dolliver Street Hinds Ave 2 2535 63 159705 A - Arterial A - AC 11/10/2020 74 Good
RanchPisDr Rancho Pismo Drive 010 North End Highland Drive 2 2400 40 96000 R - Residential/Local A - AC 11/10/2020 74 Good
Taft Taft Street 010 N End Longview Avenue 2 420 38 15960 R - Residential/Local A - AC 11/10/2020 74 Good
Effie Effie Way 020 Norma Drive James Way 2 122 36 4392 R - Residential/Local A - AC 11/13/2020 73 Good
Frances Frances Way 010 Norma Drive James Way 2 130 36 4680 R - Residential/Local A - AC 11/13/2020 73 Good
Hollister Hollister Avenue 120 Price Street Dolliver Street (Hwy 1) 2 370 37 13690 R - Residential/Local A - AC 11/11/2020 73 Good
James James Way 030 Ridge Drive 776'' E/O Ridge Drive (COP) 2 2576 40 103040 A - Arterial A - AC 11/13/2020 73 Good
Margo Margo Way 010 Dugan Drive Norma Drive 2 630 36 22680 R - Residential/Local A - AC 11/13/2020 73 Good
Pomeroy Pomeroy Avenue 030 Dolliver Street (Hwy 1) Cypress Street 2 325 42 13650 C - Collector A - AC 11/11/2020 73 Good
San Luis San Luis Avenue 120 Price Street Dolliver Street (Hwy 1) 2 380 38 14440 R - Residential/Local C - AC/PCC 11/12/2020 73 Good
BeachcoN Beachcomber (North) Drive 010 Shell Beach Road S End 2 720 40 28800 R - Residential/Local A - AC 11/09/2020 72 Good
BeachcoS Beachcomber (South) Drive 010 Shell Beach Road Turn 2 630 40 25200 R - Residential/Local A - AC 11/09/2020 72 Good
Clydell Clydell Way 010 Highland Drive El Viento 2 130 35 4550 R - Residential/Local A - AC 11/12/2020 72 Good
Delano Delano Street 010 Longview Avenue E End 2 450 28 12600 R - Residential/Local O - AC/AC 11/10/2020 72 Good
Florin Florin Street 020 Indio Drive S End 2 100 37 3700 R - Residential/Local O - AC/AC 11/09/2020 72 Good
Fresno Fresno Street 020 Longview Avenue E End 2 510 32 16320 R - Residential/Local O - AC/AC 11/10/2020 72 Good
Indio Indio Drive 010 W End @ Bluff Drive E End 2 3600 37 133200 R - Residential/Local A - AC 11/09/2020 72 Good
James James Way 028 Fourth Street (COP) Ridge Drive 2 400 49 19600 C - Collector A - AC 11/13/2020 72 Good
LaColima La Colima 010 La Floricita La Puesta del Sol 2 1000 35 35000 R - Residential/Local A - AC 11/12/2020 72 Good
LaGaviota La Gaviota 010 El Viento Ventana Drive 2 800 35 28000 R - Residential/Local A - AC 11/12/2020 72 Good
Mattie Mattie Road 010 W End @ City Limit Spyglass Drive 2 1280 32 40960 C - Collector A - AC 11/10/2020 72 Good
Cliff Cliff Avenue 010 Shell Beach Road Ocean Boulevard 2 1080 25 27000 C - Collector A - AC 11/09/2020 71 Good
Cypress Cypress Street 020 San Luis Avenue Wadsworth Ave 2 265 32 8480 R - Residential/Local A - AC 11/12/2020 71 Good
ElPortal El Portal Drive 010 Shell Beach Road Indio Drive 2 2280 32 72960 C - Collector O - AC/AC 11/09/2020 71 Good
ShellBeac Shell Beach Road 020 100'' N/El Portal Drive Seacliff Dr 2 6476 44 284944 A - Arterial O - AC/AC 11/10/2020 71 Good
ShellBeac Shell Beach Road 030 Seacliff Drive Terrace 2 1582 36 56952 A - Arterial A - AC 11/10/2020 71 Good
Stimson Stimson Avenue 150 255' W/O Cypress W End 2 200 38 7600 R - Residential/Local A - AC 11/11/2020 71 Good
Topaz Topaz Street 010 Indio Drive S End 2 156 35 5460 R - Residential/Local A - AC 11/09/2020 71 Good
Norma Norma Drive 010 W End Frances Way 2 1150 36 41400 R - Residential/Local A - AC 11/13/2020 70 Fair
VistaPacif Vista Pacific Circle 010 James Way (N) James Way (S) 2 1900 35 66500 R - Residential/Local A - AC 11/13/2020 70 Fair
Encanto Encanto Avenue 010 Indio Drive S End 2 100 37 3700 R - Residential/Local A - AC 11/09/2020 69 Fair
FiveCities Five Cities Drive 030 Hwy 101 Off Ramp @ Prime Outle Fourth Street 2 1595 56 89320 A - Arterial A - AC 11/13/2020 69 Fair
Taft Taft Street 020 Longview Avenue E End 2 380 37 14060 R - Residential/Local A - AC 11/10/2020 69 Fair
City of Pismo Beach - 2021 PMP Update
Street List by PCI (High to Low)
200300
01/21/2021
Street ID Road Name Section
ID Begin Location End Location Lns Length Width Area FC Surface
Type
PCI
Date PCI Condition
Dugan Dugan Drive 010 Houston Way Margo Way 2 950 36 34200 R - Residential/Local A - AC 11/13/2020 68 Fair
Hermosa Hermosa Drive 010 Florin Street Shell Beach Road 2 1120 36 40320 R - Residential/Local O - AC/AC 11/09/2020 68 Fair
Main Main Avenue 020 Price Street Dolliver Street (Hwy 1) 2 500 38 19000 C - Collector O - AC/AC 11/11/2020 68 Fair
OakPark Oak Park Boulevard 010 N City Limit 1045' S/O City Limit 2 1045 46 48070 A - Arterial A - AC 11/13/2020 68 Fair
Searidge Searidge Court 010 Shell Beach Road S End 2 640 40 25600 R - Residential/Local A - AC 11/09/2020 68 Fair
Skyline Skyline Drive 010 Summit Drive Crest Drive 2 475 35 16625 R - Residential/Local A - AC 11/13/2020 68 Fair
Longview Longview Avenue 040 Wadsworth Avenue Hanford Street 2 120 25 3000 C - Collector A - AC 11/10/2020 67 Fair
Palisade Palisade Avenue 010 Shell Beach Road Ocean Boulevard 2 1271 37 47027 R - Residential/Local A - AC 11/10/2020 67 Fair
Pismo Pismo Avenue 110 Hwy 101 Price Street 2 80 38 3040 R - Residential/Local A - AC 11/11/2020 67 Fair
Bakersfld Bakersfield Street 010 N City Limit Longview Avenue 2 520 37 19240 R - Residential/Local O - AC/AC 11/10/2020 66 Fair
Harloe Harloe Avenue 120 Price Street Dolliver Street (Hwy 1) 2 360 38 13680 R - Residential/Local O - AC/AC 11/12/2020 66 Fair
LaPuesta La Puesta del Sol 010 La Gaviota E End 2 640 35 22400 R - Residential/Local A - AC 11/12/2020 66 Fair
Panorama Panorama Drive 010 Shamrock Lane Ridge Drive 2 875 36 31500 R - Residential/Local A - AC 11/12/2020 66 Fair
Pier Pier Avenue 010 Shell Beach Road Ocean Boulevard 2 1187 32 37984 R - Residential/Local A - AC 11/10/2020 66 Fair
Pismo Pismo Avenue 120 Price Street Dolliver Street (Hwy 1) 2 370 38 14060 R - Residential/Local O - AC/AC 11/11/2020 66 Fair
San Luis San Luis Avenue 130 Dolliver Street (Hwy 1) Cypress Street 2 300 39 11700 R - Residential/Local O - AC/AC 11/12/2020 66 Fair
Crest Crest Drive 010 Skyline Drive James Way 2 700 40 28000 R - Residential/Local O - AC/AC 11/13/2020 65 Fair
FradyLane Frady Lane 010 Start Of Pavement (N) End Public Works Yard Entrance 2 570 22 12540 R - Residential/Local O - AC/AC 11/12/2020 65 Fair
LaFloricit La Floricita 010 El Viento La Puesta del Sol 2 860 35 30100 R - Residential/Local A - AC 11/12/2020 65 Fair
PriceCan Price Canyon Road 010 N City Limit 250'' N/Bello Street 4 2345 38 89110 R - Residential/Local A - AC 11/12/2020 65 Fair
Water Water Street 010 Windward Avenue Cliff Avenue 2 1030 33 33990 R - Residential/Local A - AC 11/09/2020 65 Fair
Addie Addie Street 020 Dolliver Street (Hwy 1) Cypress Street 2 300 29 8700 R - Residential/Local A - AC 11/11/2020 64 Fair
LaGaviota La Gaviota 020 Ventana Drive El Viento 2 845 35 29575 R - Residential/Local A - AC 11/12/2020 64 Fair
Leeward Leeward Avenue 010 Shell Beach Road Ocean Boulevard 2 1150 40 46000 R - Residential/Local A - AC 11/10/2020 64 Fair
Main Main Avenue 030 Dolliver Street (Hwy 1) S End 2 550 36 19800 R - Residential/Local A - AC 11/11/2020 64 Fair
OceanView Ocean View Avenue 010 Bello Street Hwy 101 2 1010 26 26260 R - Residential/Local O - AC/AC 11/11/2020 64 Fair
Bello Bello Street 060 Bello Street Bridge N End Waste Water Plant 2 210 20 4200 A - Arterial A - AC 11/11/2020 63 Fair
EbbTide Ebb Tide Way 010 Shell Beach Road S End 2 317 38 12046 R - Residential/Local A - AC 11/09/2020 63 Fair
Hinds Hinds Avenue 030 Dolliver Street (Hwy 1) Price Street 2 540 38 20520 C - Collector A - AC 11/11/2020 63 Fair
Baxter Baxter Street 010 Hanford Street End 2 425 18 7650 R - Residential/Local A - AC 11/10/2020 62 Fair
CapannaCt Capanna Court 010 W End Highland Drive 2 258 35 9030 R - Residential/Local A - AC 11/12/2020 62 Fair
Hanford Hanford Street 010 Baxter Street Longview Avenue 2 600 16 9600 R - Residential/Local O - AC/AC 11/10/2020 62 Fair
San Luis San Luis Avenue 010 E End Bello Street 2 425 40 17000 R - Residential/Local O - AC/AC 11/11/2020 62 Fair
Spyglass Spyglass Drive 010 Shell Beach Road Spyglass Park 2 1180 38 44840 R - Residential/Local A - AC 11/09/2020 62 Fair
Mattie Mattie Road 050 S Side Hwy 101 Bridge Price Street 2 140 34 4760 C - Collector A - AC 11/10/2020 61 Fair
Pomeroy Pomeroy Avenue 040 Cypress Street Pier Parking Lot 2 275 42 11550 R - Residential/Local A - AC 11/11/2020 61 Fair
SeaView Sea View Avenue 010 Shell Beach Road Ocean Boulevard 2 1270 37 46990 R - Residential/Local A - AC 11/10/2020 61 Fair
City of Pismo Beach - 2021 PMP Update
Street List by PCI (High to Low)
200300
01/21/2021
Street ID Road Name Section
ID Begin Location End Location Lns Length Width Area FC Surface
Type
PCI
Date PCI Condition
Solano Solano Road 010 Spyglass Drive (N) Spyglass Drive (S) 2 1080 38 41040 R - Residential/Local A - AC 11/09/2020 61 Fair
Tulare Tulare Street 020 Longview Avenue Visalia Street 2 500 39 19500 R - Residential/Local O - AC/AC 11/10/2020 61 Fair
Hanford Hanford Street 020 Longview Avenue East End 2 250 16 4000 R - Residential/Local O - AC/AC 11/10/2020 60 Fair
Tulare Tulare Street 010 N End Longview Avenue 2 450 37 16650 R - Residential/Local A - AC 11/10/2020 60 Fair
ElViento El Viento 010 Whitecap Street Ventana Drive 2 2280 35 79800 R - Residential/Local A - AC 11/12/2020 59 Fair
Hanford Hanford Street 110 Wadsworth Lemoore Street 2 750 30 22500 R - Residential/Local O - AC/AC 11/10/2020 59 Fair
Harloe Harloe Avenue 130 Dolliver Street (Hwy 1) W End 2 238 30 7140 R - Residential/Local O - AC/AC 11/12/2020 59 Fair
OakPark Oak Park Boulevard 030 300'' N/of Hwy 101 Hwy 101 2 300 84 25200 A - Arterial O - AC/AC 11/13/2020 59 Fair
PriceCan Price Canyon Road 020 250'' N/Bello Street Bello Street 4 250 37 9250 R - Residential/Local A - AC 11/12/2020 59 Fair
SantaFe Santa Fe Avenue 010 Shell Beach Road Ocean Boulevard 2 1603 26 41678 R - Residential/Local A - AC 11/09/2020 59 Fair
PriceSt Price Street 120 Hinds Ave HWY 101 on Ramp 2 715 63 45045 A - Arterial A - AC 11/10/2020 58 Fair
Summit Summit Drive 010 Skyline Drive James Way 2 775 36 27900 R - Residential/Local A - AC 11/13/2020 58 Fair
Wadsworth Wadsworth Avenue 030 Lemoore Street Hanford Street 2 300 38 11400 C - Collector A - AC 11/11/2020 58 Fair
Wilmar Wilmar Avenue 010 Price Street Stairs at S End 2 490 32 15680 R - Residential/Local O - AC/AC 11/10/2020 58 Fair
Bello Bello Street 020 Wadsworth Avenue 450' W/Price Canyon Road 2 900 39 35100 A - Arterial A - AC 11/11/2020 57 Fair
LaGarza La Garza 010 W End Ventana Drive 2 650 35 22750 R - Residential/Local A - AC 11/12/2020 57 Fair
Castaic Castaic Avenue 010 Shell Beach Road Ocean Boulevard 2 1600 26 41600 R - Residential/Local O - AC/AC 11/09/2020 56 Fair
Bello Bello Street 030 450' W/Price Canyon Road Price Canyon Road 2 540 40 21600 A - Arterial O - AC/AC 11/11/2020 55 Fair
FranklinDr Franklin Drive 010 Price Street S End @ Blufftop 2 410 36 14760 R - Residential/Local O - AC/AC 11/10/2020 55 Fair
Montecito Montecito Avenue 010 Shell Beach Road Ocean Boulevard 2 1432 27 38664 R - Residential/Local O - AC/AC 11/09/2020 55 Fair
Palomar Palomar Avenue 010 Shell Beach Road Ocean Boulevard 2 1457 25 36425 C - Collector O - AC/AC 11/09/2020 55 Fair
Park Park Avenue 010 Hwy 101 / E End Dolliver Street (Hwy 1) 2 575 25 14375 R - Residential/Local O - AC/AC 11/11/2020 55 Fair
Selma Selma Street 010 N End Lemoore Street 2 160 28 4480 R - Residential/Local O - AC/AC 11/10/2020 55 Fair
Harloe Harloe Avenue 010 E End Bello Street 2 375 40 15000 R - Residential/Local O - AC/AC 11/11/2020 54 Fair
Hinds Hinds Avenue 040 Price Street S Side Hwy 101 Bridge 2 110 38 4180 A - Arterial O - AC/AC 11/11/2020 54 Fair
Pomeroy Pomeroy Avenue 010 End Price Street 2 80 40 3200 R - Residential/Local O - AC/AC 11/11/2020 54 Fair
Pomeroy Pomeroy Avenue 020 Price Street Dolliver Street (Hwy 1) 2 500 43 21500 R - Residential/Local A - AC 11/11/2020 54 Fair
PriceCan Price Canyon Road 030 Bello Street E Side of Bridge 2 170 39 6630 R - Residential/Local A - AC 11/12/2020 54 Fair
Surf Surf Street 010 Valley View Drive Highland Drive 2 930 35 32550 R - Residential/Local A - AC 11/12/2020 54 Fair
Bay Bay Street 120 Price Street Dolliver Street (Hwy 1) 2 180 38 6840 R - Residential/Local O - AC/AC 11/12/2020 53 Fair
Pearl Pearl Street 010 Windward Avenue Cliff Avenue 2 1028 33 33924 R - Residential/Local A - AC 11/10/2020 53 Fair
San Luis San Luis Avenue 020 Bello Street Hwy 101 / W End 2 70 38 2660 R - Residential/Local O - AC/AC 11/11/2020 53 Fair
Wadsworth Wadsworth Avenue 070 N Side Hwy 101 Bridge S Side Hwy 101 Bridge 2 140 38 5320 C - Collector A - AC 11/11/2020 53 Fair
Windward Windward Avenue 010 Shell Beach Road Ocean Boulevard 2 1360 37 50320 C - Collector A - AC 11/09/2020 53 Fair
FiveCities Five Cities Drive 040 Fourth Street E City Limit 2 950 56 53200 C - Collector A - AC 11/13/2020 52 Fair
Morro Morro Avenue 010 Shell Beach Road Ocean Boulevard 2 1354 27 36558 R - Residential/Local O - AC/AC 11/09/2020 52 Fair
Wadsworth Wadsworth Avenue 060 Bello Street N Side Hwy 101 Bridge 2 75 38 2850 C - Collector A - AC 11/11/2020 52 Fair
City of Pismo Beach - 2021 PMP Update
Street List by PCI (High to Low)
200300
01/21/2021
Street ID Road Name Section
ID Begin Location End Location Lns Length Width Area FC Surface
Type
PCI
Date PCI Condition
Wadsworth Wadsworth Avenue 080 S Side Hwy 101 Bridge Price Street 2 150 38 5700 C - Collector A - AC 11/11/2020 52 Fair
DelCourt Del Court 010 Price Canyon Road E End 2 560 31 17360 R - Residential/Local A - AC 11/11/2020 51 Fair
Capistrano Capistrano Avenue 010 Shell Beach Road Ocean Boulevard 2 1467 26 38142 R - Residential/Local O - AC/AC 11/09/2020 50 Poor
FradyLane Frady Lane 020 Public Works Yard Entrance N Side of Hwy 101 R/W 2 1100 22 24200 R - Residential/Local O - AC/AC 11/12/2020 50 Poor
Portervill Porterville Street 010 Lemoore Street S End 2 325 26 8450 R - Residential/Local A - AC 11/10/2020 50 Poor
Shaffer Shaffer Lane 010 Baxter Street Bay Street 2 1150 18 20700 R - Residential/Local O - AC/AC 11/10/2020 49 Poor
Stratford Stratford Street 020 Longview Avenue E End 2 770 28 21560 R - Residential/Local O - AC/AC 11/10/2020 49 Poor
Wadsworth Wadsworth Avenue 050 Bay Street Bello Street 2 740 37 27380 C - Collector O - AC/AC 11/11/2020 49 Poor
Bay Bay Street 110 E End Price Street 2 40 38 1520 R - Residential/Local O - AC/AC 11/12/2020 48 Poor
Stimson Stimson Avenue 010 Bello Street Hwy 101 / W End 2 515 36 18540 R - Residential/Local O - AC/AC 11/11/2020 48 Poor
Wadsworth Wadsworth Avenue 010 W End Longview Avenue 2 500 38 19000 C - Collector A - AC 11/11/2020 48 Poor
Boeker Boeker Street 010 Shell Beach Road S End 2 1518 34 51612 R - Residential/Local O - AC/AC 11/09/2020 47 Poor
Harloe Harloe Avenue 020 Bello Street Hwy 101 / W End 2 90 38 3420 R - Residential/Local O - AC/AC 11/11/2020 47 Poor
OceanView Ocean View Avenue 110 Price Street Dolliver Street (Hwy 1) 2 585 36 21060 C - Collector O - AC/AC 11/11/2020 47 Poor
ValleyView Valley View Drive 110 El Viento Ventana Drive 2 1180 35 41300 R - Residential/Local O - AC/AC 11/12/2020 47 Poor
Wadsworth Wadsworth Avenue 100 Dolliver Street (Hwy 1) Cypress Street 2 350 38 13300 R - Residential/Local A - AC 11/11/2020 47 Poor
Cuyama Cuyama Avenue 010 Shell Beach Road Ocean Boulevard 2 1175 27 31725 R - Residential/Local O - AC/AC 11/09/2020 46 Poor
Cypress Cypress Street 025 Wadsworth Ave S. End 2 210 32 6720 R - Residential/Local A - AC 11/12/2020 46 Poor
Mattie Mattie Road 030 Corralitas N Side Hwy 101 Bridge 2 5100 37 188700 C - Collector A - AC 11/10/2020 46 Poor
Park Park Avenue 020 Cypress Street Dolliver Street (Hwy 1) 2 300 28 8400 R - Residential/Local O - AC/AC 11/11/2020 46 Poor
Stratford Stratford Street 010 N City Limit Longview Avenue 2 465 32 14880 R - Residential/Local O - AC/AC 11/10/2020 46 Poor
Bay Bay Street 010 Wadsworth Avenue W End 2 1460 27 39420 R - Residential/Local O - AC/AC 11/11/2020 45 Poor
Fourth Fourth Street 010 James Way N End Hwy 101 Underpass 4 320 69 22080 A - Arterial A - AC 11/13/2020 45 Poor
Cypress Cypress Street 060 Stimson Ave (COP) Pismo Creek 2 830 34 28220 C - Collector A - AC 11/11/2020 44 Poor
James James Way 010 Five Cities Drive 470' W/O Five Cities Drive 2 420 44 18480 C - Collector A - AC 11/13/2020 44 Poor
Lemoore Lemoore Street 020 Hanford Street Price Canyon Road 2 500 36 18000 R - Residential/Local A - AC 11/10/2020 44 Poor
Stimson Stimson Avenue 140 Cypress Street 255' W/O Cypress 2 255 38 9690 R - Residential/Local A - AC 11/11/2020 44 Poor
Visalia Visalia Street 020 Longview Avenue Tulare St 2 560 37 20720 R - Residential/Local O - AC/AC 11/10/2020 44 Poor
Wawona Wawona Avenue 010 Shell Beach Road Ocean Boulevard 2 1540 34 52360 R - Residential/Local A - AC 11/09/2020 44 Poor
Lemoore Lemoore Street 010 Wadsworth Avenue Hanford Street 2 850 28 23800 R - Residential/Local O - AC/AC 11/10/2020 43 Poor
OceanView Ocean View Avenue 130 Cypress Street W End 2 700 36 25200 R - Residential/Local A - AC 11/11/2020 43 Poor
Visalia Visalia Street 010 N End Longview Avenue 2 460 38 17480 R - Residential/Local A - AC 11/10/2020 43 Poor
Wadsworth Wadsworth Avenue 040 Hanford Street Bay Street 2 139 38 5282 C - Collector A - AC 11/11/2020 43 Poor
Cypress Cypress Street 010 N.End San Luis Avenue 2 140 17 2380 R - Residential/Local A - AC 11/12/2020 42 Poor
Stimson Stimson Avenue 110 Hwy 101 Price Street 2 80 40 3200 R - Residential/Local A - AC 11/11/2020 42 Poor
Stimson Stimson Avenue 120 Price Street Dolliver Street (Hwy 1) 2 500 38 19000 R - Residential/Local O - AC/AC 11/11/2020 42 Poor
Bettiga Bettiga Street 010 Bello Street Ocean View Avenue 2 250 29 7250 R - Residential/Local O - AC/AC 11/11/2020 41 Poor
City of Pismo Beach - 2021 PMP Update
Street List by PCI (High to Low)
200300
01/21/2021
Street ID Road Name Section
ID Begin Location End Location Lns Length Width Area FC Surface
Type
PCI
Date PCI Condition
Fourth Fourth Street 030 S End Hwy 101 Overpass S City Limit 4 1430 52 74360 R - Residential/Local O - AC/AC 11/13/2020 41 Poor
Main Main Avenue 010 End Price Street 2 80 38 3040 R - Residential/Local A - AC 11/11/2020 41 Poor
ShellBeac Shell Beach Road 010 W City Limit 100'' N/El Portal Drive 2 550 32 17600 A - Arterial O - AC/AC 11/10/2020 41 Poor
Stimson Stimson Avenue 130 Dolliver Street (Hwy 1) Cypress Street 2 300 38 11400 R - Residential/Local A - AC 11/11/2020 41 Poor
OceanView Ocean View Avenue 120 Dolliver Street (Hwy 1) Cypress Street 2 300 36 10800 R - Residential/Local A - AC 11/11/2020 40 Poor
Placentia Placentia Avenue 010 Shell Beach Road Ocean Boulevard 2 1556 25 38900 C - Collector A - AC 11/09/2020 40 Poor
Mattie Mattie Road 020 Spyglass Drive Corralitas 2 5832 40 233280 C - Collector A - AC 11/10/2020 39 Poor
Pismo Pismo Avenue 010 Bello Street Hwy 101 / W End 2 85 38 3230 R - Residential/Local A - AC 11/11/2020 39 Poor
San Luis San Luis Avenue 110 Hwy 101 Price Street 2 70 38 2660 R - Residential/Local P - PCC 11/11/2020 39 Poor
Porter Porter Street 010 W End Harloe Avenue 2 130 38 4940 R - Residential/Local P - PCC 11/13/2020 38 Poor
VistaDelMa Vista del Mar 010 Shell Beach Road Ocean Boulevard 2 1000 38 38000 C - Collector A - AC 11/09/2020 38 Poor
Harloe Harloe Avenue 110 E End Price Street 2 50 38 1900 R - Residential/Local P - PCC 11/11/2020 37 Poor
OceanBlvd Ocean Boulevard 010 W End just E of Placentia 2 2400 32 76800 C - Collector A - AC 11/10/2020 37 Poor
Esparto Esparto Avenue 010 Shell Beach Road Ocean Boulevard 2 1591 35 55685 R - Residential/Local A - AC 11/09/2020 36 Poor
Wadsworth Wadsworth Avenue 020 Longview Avenue Lemoore Street 2 430 38 16340 C - Collector A - AC 11/11/2020 33 Poor
Addie Addie Street 010 E. End Dolliver Street (Hwy 1) 2 300 35 10500 R - Residential/Local A - AC 11/11/2020 31 Poor
Bonita Bonita Street 010 El Portal Drive E End 2 130 27 3510 R - Residential/Local A - AC 11/09/2020 31 Poor
Bonita Bonita Street 020 El Portal West End 2 105 22 2310 R - Residential/Local A - AC 11/09/2020 31 Poor
FradyLane Frady Lane 030 N Side of Hwy 101 R/W S Side of Hwy 101 R/W 2 175 26 4550 R - Residential/Local O - AC/AC 11/12/2020 28 Failed
FradyLane Frady Lane 040 S Side of Hwy 101 R/W Bend 2 550 20 11000 R - Residential/Local O - AC/AC 11/12/2020 28 Failed
FradyLane Frady Lane 050 Bend Dolliver Street (Hwy 1) 2 1375 22 30250 R - Residential/Local O - AC/AC 11/12/2020 25 Failed
Solar Solar Way 010 Bello Street (One-Way) Price Canyon Road 2 540 21 11340 R - Residential/Local A - AC 11/11/2020 25 Failed
Hollister Hollister Avenue 110 Hwy 101 Price Street 2 80 37 2960 R - Residential/Local C - AC/PCC 11/11/2020 23 Failed
Cypress Cypress Street 070 E End Pismo Creek Bridge Dolliver Street (Hwy 1) 2 260 20 5200 C - Collector A - AC 11/11/2020 21 Failed
Hollister Hollister Avenue 010 Bello Street Hwy 101 2 55 37 2035 R - Residential/Local C - AC/PCC 11/11/2020 21 Failed
R e f e r e n c e R e p o r t s P a g e | 60
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Current PCI ConditionPrinted: 3/25/2021
City of Pismo Beach
760 Mattie Road
Pismo Beach, CA 93448
(805)773-4656
Test
Feature Legend
Category I - Very Good
Category II - Good (Non-Load)
Category III - Good (Load)
Category IV - Poor
Category V - Very Poor
0 0.5
Miles
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P a g e | 63S u m m a r i z e d S y s t e m I n f o r m a t i o n
Appendix A
Summarized System Information
P a g e | 64S u m m a r i z e d S y s t e m I n f o r m a t i o n
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City of Pismo Beach Network Summary Statistics
Printed: 1/13/2021
Total Sections Total Center Miles Total Lane Miles Total Area (sq. ft.) PCI
Arterial 23 6.19 12.50 1,469,173 75
Collector 47 9.64 19.28 1,887,872 63
Residential/Local 177 22.38 46.48 4,030,147 65
Total 247 38.21 78.26 7,387,192
Overall Network PCI as of 1/13/2021: 67
** Combined Sections are excluded from totals. These Sections do not have a PCI Date - they have not been inspected or had a Treatment applied.
Criteria: MTC StreetSaver
City of Pismo Beach Network Replacement Cost
Printed: 01/19/2021
Functional Class Surface Type Lane Miles Unit Cost/
Square Foot
Pavement Area/
Square Feet Cost To Replace
Arterial AC 7.9 $25.51 970,288 $24,754,000
AC/AC 4.6 $25.51 498,885 $12,728,000
Collector AC 15.6 $21.98 1,538,069 $33,807,000
AC/AC 3.7 $21.98 349,803 $7,689,000
Residential/Local AC 30.9 $19.23 2,806,309 $53,971,000
AC/AC 14.9 $19.23 1,160,608 $22,321,000
AC/PCC 0.1 $19.23 14,440 $278,000
PCC 0.5 $19.23 48,790 $938,000
Grand Total: 78.3 7,387,192 $156,486,000
Criteria:
SS1012
MTC StreetSaver
City of Pismo Beach Decision Tree
Printed: 01/19/2021
Functional Class and Surface combination not used
Selected Treatment is not a Surface Seal
MTC StreetSaver Criteria:
Functional Class Surface Condition Category Treatment Type Treatment
Cost/Sq Yd,
except Seal
Cracks in LF:
Yrs Between
Crack Seals
Yrs Between
Surface Seals
# of Surface
Seals before
Overlay
Arterial AC I - Very Good Crack Treatment SEAL CRACKS $1.59 3
Surface Treatment LIGHT MAINTENANCE $5.72 7
Restoration Treatment LIGHT REHAB $60.05 2
II - Good, Non-Load Related HEAVY MAINTENANCE $21.20 7
III - Good, Load Related LIGHT REHAB $60.05
IV - Poor HEAVY REHAB $91.85
V - Very Poor RECONSTRUCT STRUCTURE (AC) $229.61
AC/AC I - Very Good Crack Treatment SEAL CRACKS $1.59 3
Surface Treatment LIGHT MAINTENANCE $5.72 7
Restoration Treatment LIGHT REHAB $60.05 2
II - Good, Non-Load Related HEAVY MAINTENANCE $21.20 7
III - Good, Load Related LIGHT REHAB $60.05
IV - Poor HEAVY REHAB $91.85
V - Very Poor RECONSTRUCT STRUCTURE (AC) $229.61
AC/PCC I - Very Good Crack Treatment SEAL CRACKS $1.59 3
Surface Treatment LIGHT MAINTENANCE $5.72 7
Restoration Treatment LIGHT REHAB $60.05 2
II - Good, Non-Load Related HEAVY MAINTENANCE $21.20 7
III - Good, Load Related LIGHT REHAB $60.05
IV - Poor HEAVY REHAB $91.85
V - Very Poor RECONSTRUCT STRUCTURE (AC) $229.61
PCC I - Very Good Crack Treatment DO NOTHING $0.00 3
Surface Treatment DO NOTHING $0.00 99
Restoration Treatment DO NOTHING $0.00 100
II - Good, Non-Load Related DO NOTHING $0.00
III - Good, Load Related DO NOTHING $1.51
IV - Poor HEAVY REHAB $91.85
V - Very Poor RECONSTRUCT STRUCTURE (AC) $229.61
City of Pismo Beach Decision Tree
Printed: 01/19/2021
Functional Class and Surface combination not used
Selected Treatment is not a Surface Seal
MTC StreetSaver Criteria:
Functional Class Surface Condition Category Treatment Type Treatment
Cost/Sq Yd,
except Seal
Cracks in LF:
Yrs Between
Crack Seals
Yrs Between
Surface Seals
# of Surface
Seals before
Overlay
Arterial ST I - Very Good Crack Treatment DO NOTHING $0.00 9
Surface Treatment DO NOTHING $0.00 99
Restoration Treatment DO NOTHING $0.00 100
II - Good, Non-Load Related DO NOTHING $0.00
III - Good, Load Related DO NOTHING $0.00
IV - Poor DO NOTHING $0.00
V - Very Poor DO NOTHING $0.00
City of Pismo Beach Decision Tree
Printed: 01/19/2021
Functional Class and Surface combination not used
Selected Treatment is not a Surface Seal
MTC StreetSaver Criteria:
Functional Class Surface Condition Category Treatment Type Treatment
Cost/Sq Yd,
except Seal
Cracks in LF:
Yrs Between
Crack Seals
Yrs Between
Surface Seals
# of Surface
Seals before
Overlay
Collector AC I - Very Good Crack Treatment SEAL CRACKS $1.27 4
Surface Treatment LIGHT MAINTENANCE $4.57 8
Restoration Treatment LIGHT REHAB $56.52 3
II - Good, Non-Load Related HEAVY MAINTENANCE $17.66 8
III - Good, Load Related LIGHT REHAB $56.52
IV - Poor HEAVY REHAB $84.78
V - Very Poor RECONSTRUCT STRUCTURE (AC) $197.82
AC/AC I - Very Good Crack Treatment SEAL CRACKS $1.27 4
Surface Treatment LIGHT MAINTENANCE $4.57 8
Restoration Treatment LIGHT REHAB $56.52 3
II - Good, Non-Load Related HEAVY MAINTENANCE $17.66 8
III - Good, Load Related LIGHT REHAB $56.52
IV - Poor HEAVY REHAB $84.78
V - Very Poor RECONSTRUCT STRUCTURE (AC) $197.82
AC/PCC I - Very Good Crack Treatment SEAL CRACKS $1.27 4
Surface Treatment LIGHT MAINTENANCE $4.57 8
Restoration Treatment LIGHT REHAB $56.52 3
II - Good, Non-Load Related HEAVY MAINTENANCE $17.66 8
III - Good, Load Related LIGHT REHAB $56.52
IV - Poor HEAVY REHAB $84.78
V - Very Poor RECONSTRUCT STRUCTURE (AC) $197.82
PCC I - Very Good Crack Treatment DO NOTHING $0.00 9
Surface Treatment DO NOTHING $0.00 99
Restoration Treatment DO NOTHING $0.00 100
II - Good, Non-Load Related DO NOTHING $0.00
III - Good, Load Related DO NOTHING $0.00
IV - Poor HEAVY REHAB $84.78
V - Very Poor RECONSTRUCT STRUCTURE (AC) $197.82
City of Pismo Beach Decision Tree
Printed: 01/19/2021
Functional Class and Surface combination not used
Selected Treatment is not a Surface Seal
MTC StreetSaver Criteria:
Functional Class Surface Condition Category Treatment Type Treatment
Cost/Sq Yd,
except Seal
Cracks in LF:
Yrs Between
Crack Seals
Yrs Between
Surface Seals
# of Surface
Seals before
Overlay
Collector ST I - Very Good Crack Treatment DO NOTHING $0.00 9
Surface Treatment DO NOTHING $0.00 99
Restoration Treatment DO NOTHING $0.00 100
II - Good, Non-Load Related DO NOTHING $0.00
III - Good, Load Related DO NOTHING $0.00
IV - Poor DO NOTHING $0.00
V - Very Poor DO NOTHING $0.00
City of Pismo Beach Decision Tree
Printed: 01/19/2021
Functional Class and Surface combination not used
Selected Treatment is not a Surface Seal
MTC StreetSaver Criteria:
Functional Class Surface Condition Category Treatment Type Treatment
Cost/Sq Yd,
except Seal
Cracks in LF:
Yrs Between
Crack Seals
Yrs Between
Surface Seals
# of Surface
Seals before
Overlay
Residential/Local AC I - Very Good Crack Treatment SEAL CRACKS $1.27 5
Surface Treatment LIGHT MAINTENANCE $4.57 9
Restoration Treatment LIGHT REHAB $52.99 3
II - Good, Non-Load Related HEAVY MAINTENANCE $17.66 9
III - Good, Load Related LIGHT REHAB $52.99
IV - Poor HEAVY REHAB $84.78
V - Very Poor RECONSTRUCT STRUCTURE (AC) $173.09
AC/AC I - Very Good Crack Treatment SEAL CRACKS $1.27 5
Surface Treatment LIGHT MAINTENANCE $4.57 9
Restoration Treatment LIGHT REHAB $52.99 3
II - Good, Non-Load Related HEAVY MAINTENANCE $17.66 9
III - Good, Load Related LIGHT REHAB $52.99
IV - Poor HEAVY REHAB $84.78
V - Very Poor RECONSTRUCT STRUCTURE (AC) $173.09
AC/PCC I - Very Good Crack Treatment SEAL CRACKS $1.27 5
Surface Treatment LIGHT MAINTENANCE $4.57 9
Restoration Treatment LIGHT REHAB $52.99 3
II - Good, Non-Load Related HEAVY MAINTENANCE $17.66 9
III - Good, Load Related LIGHT REHAB $52.99
IV - Poor HEAVY REHAB $84.78
V - Very Poor RECONSTRUCT STRUCTURE (AC) $173.09
PCC I - Very Good Crack Treatment DO NOTHING $0.00 4
Surface Treatment DO NOTHING $0.00 99
Restoration Treatment DO NOTHING $0.00 100
II - Good, Non-Load Related DO NOTHING $0.00
III - Good, Load Related DO NOTHING $0.00
IV - Poor HEAVY REHAB $84.78
V - Very Poor RECONSTRUCT STRUCTURE (AC) $173.09
City of Pismo Beach Decision Tree
Printed: 01/19/2021
Functional Class and Surface combination not used
Selected Treatment is not a Surface Seal
MTC StreetSaver Criteria:
Functional Class Surface Condition Category Treatment Type Treatment
Cost/Sq Yd,
except Seal
Cracks in LF:
Yrs Between
Crack Seals
Yrs Between
Surface Seals
# of Surface
Seals before
Overlay
Residential/Local ST I - Very Good Crack Treatment DO NOTHING $0.00 9
Surface Treatment DO NOTHING $0.00 99
Restoration Treatment DO NOTHING $0.00 100
II - Good, Non-Load Related DO NOTHING $0.00
III - Good, Load Related DO NOTHING $0.00
IV - Poor DO NOTHING $0.00
V - Very Poor DO NOTHING $0.00
City of Pismo Beach Decision Tree
Printed: 01/19/2021
Functional Class and Surface combination not used
Selected Treatment is not a Surface Seal
MTC StreetSaver Criteria:
Functional Class
Surface
Condition Category
Treatment Type
Treatment
Cost/Sq Yd,
except Seal
Cracks in LF:
Yrs Between
Crack Seals
Yrs Between
Surface Seals
# of Surface
Seals before
Overlay
Other AC I - Very Good Crack Treatment SEAL CRACKS $1.27 5
Surface Treatment LIGHT MAINTENANCE $4.57 9
Restoration Treatment LIGHT REHAB $52.99 3
II - Good, Non-Load Related HEAVY MAINTENANCE $17.66 9
III - Good, Load Related LIGHT REHAB $52.99
IV - Poor HEAVY REHAB $84.78
V - Very Poor RECONSTRUCT STRUCTURE (AC) $173.09
AC/AC I - Very Good Crack Treatment SEAL CRACKS $1.27 5
Surface Treatment LIGHT MAINTENANCE $4.57 9
Restoration Treatment LIGHT REHAB $52.99 3
II - Good, Non-Load Related HEAVY MAINTENANCE $17.66 9
III - Good, Load Related LIGHT REHAB $52.99
IV - Poor HEAVY REHAB $84.78
V - Very Poor RECONSTRUCT STRUCTURE (AC) $173.09
AC/PCC I - Very Good Crack Treatment SEAL CRACKS $1.27 5
Surface Treatment LIGHT MAINTENANCE $4.57 9
Restoration Treatment LIGHT REHAB $52.99 3
II - Good, Non-Load Related HEAVY MAINTENANCE $17.66 9
III - Good, Load Related LIGHT REHAB $52.99
IV - Poor HEAVY REHAB $84.78
V - Very Poor RECONSTRUCT STRUCTURE (AC) $173.09
PCC I - Very Good Crack Treatment DO NOTHING $0.00 9
Surface Treatment DO NOTHING $0.00 99
Restoration Treatment DO NOTHING $0.00 100
II - Good, Non-Load Related DO NOTHING $0.00
III - Good, Load Related DO NOTHING $0.00
IV - Poor HEAVY REHAB $84.78
V - Very Poor RECONSTRUCT STRUCTURE (AC) $173.09
City of Pismo Beach Decision Tree
Printed: 01/19/2021
Functional Class and Surface combination not used
Selected Treatment is not a Surface Seal
MTC StreetSaver Criteria:
Functional Class Surface Condition Category Treatment Type Treatment
Cost/Sq Yd,
except Seal
Cracks in LF:
Yrs Between
Crack Seals
Yrs Between
Surface Seals
# of Surface
Seals before
Overlay
Other ST I - Very Good Crack Treatment DO NOTHING $0.00 9
Surface Treatment DO NOTHING $0.00 99
Restoration Treatment DO NOTHING $0.00 100
II - Good, Non-Load Related DO NOTHING $0.00
III - Good, Load Related DO NOTHING $0.00
IV - Poor DO NOTHING $0.00
V - Very Poor DO NOTHING $0.00
P a g e | 75B u d g e t S c e n a r i o s
Appendix B
Budget Scenarios
P a g e | 76 B u d g e t S c e n a r i o s
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P a g e | 77B u d g e t S c e n a r i o s
Needs Analysis/ Unconstrained Budget
&
Zero Budget
($34.5 Million over 5 Years)
•Projected PCI/Cost Summary
P a g e | 78 B u d g e t S c e n a r i o s
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City of Pismo Beach Needs - Projected PCI/Cost Summary
Inflation Rate = 0.00 % Printed 01/19/2021
Year PCI Treated PCI Untreated PM Cost Rehab Cost Cost
2021 79 66 $1,133,181 $13,693,991 $14,827,172
2022 78 64 $21,341 $3,124,638 $3,145,979
2023 78 62 $148,367 $4,126,003 $4,274,370
2024 81 59 $2,063 $10,253,304 $10,255,367
2025 81 57 $65,510 $1,934,304 $1,999,814
% PM PM Total Cost Rehab Total Cost Total Cost
3.97% $1,370,462 $33,132,240 $34,502,702
Criteria:
SS1008
MTC StreetSaver
Needs TreatmentsAll Project Periods - Printed: 1/21/2021
City of Pismo Beach
760 Mattie Road
Pismo Beach, CA 93448
(805)773-4656
Test
Feature Legend
HEAVY MAINTENANCE
HEAVY REHAB
LIGHT MAINTENANCE
LIGHT REHAB
RECONSTRUCT STRUCTURE (AC)
0 0.5 1
Miles
P a g e | 81B u d g e t S c e n a r i o s
Projected 5 Year Pavement Plan
(Year 1: $4.0 Million, Year 2-5: Avg $1.7 Million per year)
•Network Condition Summary
•Cost Summary
•Sections Selected for Treatment
•GIS Maps of Treatments by year
P a g e | 82 B u d g e t S c e n a r i o s
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City of Pismo Beach
760 Mattie Road
Pismo Beach, CA 93448
(805)773-4656
Scenarios - Network Condition Summary
Interest: 0% Inflation: 0% Printed: 03/12/2021
Scenario: 2021 PLAN
Year Budget PM Year Budget PM Year Budget PM
2021 $4,336,940 $931,450 2023 $1,597,280 $898,532 2025 $1,583,520 $228,183
2022 $1,832,055 $0 2024 $1,936,770 $767,167
l
Percent Network Area by Functional Class and Condition Category
Condition in base year 2021, prior to applying treatments.
Condition Arterial Collector Res/Loc Other Total
I 15.7% 13.0% 23.2% 0.0% 51.9%
II / III 3.7% 2.9% 20.6% 0.0% 27.2%
IV 0.5% 9.6% 10.1% 0.0% 20.2%
V 0.0% 0.1% 0.6% 0.0% 0.7%
Total 19.9% 25.6% 54.6% 0.0% 100.0%
Condition in year 2021 after schedulable treatments applied.
Condition Arterial Collector Res/Loc Other Total
I 15.7% 19.8% 25.0% 0.0% 60.5%
II / III 3.7% 2.8% 19.4% 0.0% 25.9%
IV 0.5% 2.9% 9.5% 0.0% 12.9%
V 0.0% 0.1% 0.6% 0.0% 0.7%
Total 19.9% 25.6% 54.6% 0.0% 100.0%
Condition in year 2025 after schedulable treatments applied.
Condition Arterial Collector Res/Loc Other Total
I 6.4% 23.0% 33.2% 0.0% 62.6%
II / III 12.0% 1.0% 14.1% 0.0% 27.1%
IV 1.5% 1.3% 6.4% 0.0% 9.3%
V 0.0% 0.3% 0.8% 0.0% 1.1%
Total 19.9% 25.6% 54.6% 0.0% 100.0%
Criteria:
Scenarios Criteria:
SS1035
MTC StreetSaver
Projected Network Average PCI by year
Treated Treated Year Never Treated With Se ected Treatment Centerline Miles Lane Miles
2021 66 72 8.33 16.65
2022 64 72 1.59 3.18
2023 62 72 6.53 13.07
2024 60 72 3.27 6.54
2025 57 72 3.08 6.16
Summary
City of Pismo Beach
760 Mattie Road
Pismo Beach, CA 93448
(805)773-4656
Scenarios - Cost Summary
Interest: .00% Inflation: .00% Printed: 03/12/2021
Scenario: 2021 PLAN
Year PM Budget Rehabilitation
Preventative
Maintenance Surplus PM Deferred Stop Gap
2021 $931,450 $4,336,940 II $0 Non- $0 $4 $5,602,072 Funded $0
III $0 Project Unmet $16,357
IV $0 Project $931,458
V $0
Total $0
Project $3,405,489
2022 $0 $1,832,055 II $0 Non- $0 $0 $5,863,769 Funded $0
III $0 Project Unmet $6,526
IV $0 Project $0
V $0
Total $0
Project $1,832,052
2023 $898,532 $1,597,280 II $0 Non- $0 $0 $7,198,078 Funded $0
III $0 Project Unmet $8,448
IV $0 Project $898,539
V $0
Total $0
Project $698,750
2024 $767,167 $1,936,770 II $0 Non- $0 $1 $6,681,671 Funded $0
III $0 Project Unmet $3,853
IV $0 Project $767,170
V $0
Total $0
Project $1,169,604
2025 $228,183 $1,583,520 II $0 Non- $0 $5 $7,452,706 Funded $0
III $0 Project Unmet $2,374
IV $0 Project $228,187
V $0
Total $0
Project $1,355,340
Functional Class Rehabilitation Prev. Maint.
Funded
Stop Gap
Unmet
Stop Gap
Arterial $378,189 $0 $0 $15,296
Collector $4,811,379 $329,510 $0 $2,881
Residential/Local $3,271,667 $2,495,844 $0 $19,381
Grand Total: $8,461,235 $2,825,354 $0 $37,558
Scenarios Criteria:
SS1034
MTC StreetSaver
City of Pismo Beach
760 Mattie Road
Pismo Beach, CA 93448
(805)773-4656
Scenarios - Sections Selected for Treatment
Interest: .00% Inflation: .00% Printed: 03/12/2021
Scenario: 2021 PLAN
** - Treatment from Project Selection
Scenarios Criteria: SS1026
MTC StreetSaver
Year: 2021
Street Name Begin Location End Location Street ID Section ID Length Width Area FC Surf
Type
Area ID Current
PCI
PCI
Before
PCI
After
Cost Rating Treatment
**Capanna Court W End Highland Drive CapannaCt 010 258 35 9,030 R AC 61 61 72 $17,699 11,036 HEAVY MAINTENANCE
**El Viento Whitecap Street Ventana Drive ElViento 010 2,280 35 79,800 R AC 58 58 69 $156,408 13,230 HEAVY MAINTENANCE
**La Floricita El Viento La Puesta del Sol LaFloricit 010 860 35 30,100 R AC 64 64 74 $58,996 11,445 HEAVY MAINTENANCE
**La Garza W End Ventana Drive LaGarza 010 650 35 22,750 R AC 56 56 68 $44,590 12,649 HEAVY MAINTENANCE
**La Gaviota El Viento Ventana Drive LaGaviota 010 800 35 28,000 R AC 71 71 80 $54,880 12,347 HEAVY MAINTENANCE
**La Gaviota Ventana Drive El Viento LaGaviota 020 845 35 29,575 R AC 63 63 73 $57,967 11,315 HEAVY MAINTENANCE
**La Puesta del Sol La Gaviota E End LaPuesta 010 640 35 22,400 R AC 65 65 75 $43,904 11,597 HEAVY MAINTENANCE
**Mattie Road N Side Hwy 101
Bridge
S Side Hwy
101Bridge
Mattie 040 150 34 5,100 C AC 76 76 84 $9,996 11,073 HEAVY MAINTENANCE
**Surf Street Valley View Drive Highland Drive Surf 010 930 35 32,550 R AC 53 53 66 $63,798 11,891 HEAVY MAINTENANCE
Treatment Total $508,238
**Mattie Road Spyglass Drive Corralitas Mattie 020 5,832 40 233,280 C AC 37 38 100 $1,464,999 19,228 LIGHT REHAB
**Mattie Road Corralitas N Side Hwy 101
Bridge
Mattie 030 5,100 37 188,700 C AC 44 45 100 $1,185,036 18,698 LIGHT REHAB
**Mattie Road S Side Hwy 101
Bridge
Price Street Mattie 050 140 34 4,760 C AC 59 60 100 $29,893 16,627 LIGHT REHAB
**Ocean Boulevard W End just E of Placentia OceanBlvd 010 2,400 32 76,800 C AC 35 36 100 $482,304 19,347 LIGHT REHAB
**Valley View Drive El Viento Ventana Drive ValleyView 110 1,180 35 41,300 R AC/AC 46 46 100 $243,257 19,826 LIGHT REHAB
Treatment Total $3,405,489
**Capanna Street Highland Drive James Way CapannaSt 010 1,325 35 46,375 R AC 77 77 85 $23,652 47,680 LIGHT MAINTENANCE
**Cima De Colina Clydell Ct Rancho Pismo
Drive
Cimadecoli 010 470 36 16,920 R AC 74 74 83 $8,630 48,165 LIGHT MAINTENANCE
**Clydell Way Highland Drive El Viento Clydell 010 130 35 4,550 R AC 71 71 80 $2,321 47,450 LIGHT MAINTENANCE
**Clydell Court West End Highland Drive ClydellCt 010 1,540 36 55,440 R AC 73 73 82 $28,275 48,052 LIGHT MAINTENANCE
**Coral Circle Highland Drive End CoralCirc 010 196 38 7,448 R AC 77 77 85 $3,799 47,680 LIGHT MAINTENANCE
**Coral Court W End Highland Drive CoralCt 010 1,200 35 42,000 R AC 74 74 83 $21,420 48,165 LIGHT MAINTENANCE
**El Viento Ventana Drive E End ElViento 110 680 35 23,800 R AC 75 75 84 $12,138 48,222 LIGHT MAINTENANCE
**Highland Drive N City Limit James Way Highland 010 3,130 40 125,200 C AC/AC 77 77 85 $63,852 74,116 LIGHT MAINTENANCE
**La Colima La Floricita La Puesta del Sol LaColima 010 1,000 35 35,000 R AC 71 71 80 $17,850 47,450 LIGHT MAINTENANCE
**Mattie Road W End @ City Limit Spyglass Drive Mattie 010 1,280 32 40,960 C AC 71 71 80 $20,890 38,702 LIGHT MAINTENANCE
**Miguelito Lane Clydell Ct Rancho Pismo
Drive
Miguelito 010 260 36 9,360 R AC 74 74 83 $4,774 48,166 LIGHT MAINTENANCE
**Morgan Drive N City Limit El Viento Morgan 010 140 38 5,320 R AC 73 73 82 $2,714 48,052 LIGHT MAINTENANCE
**Princessa Lane Clydell Ct Rancho Pismo
Drive
Princessa 010 350 36 12,600 R AC 74 74 83 $6,426 48,166 LIGHT MAINTENANCE
Year Budget PM Year Budget PM Year Budget PM
2021 $4,336,940 $931,450 2023 $1,597,280 $898,532 2025 $1,583,520 $228,183
2022 $1,832,055 $0 2024 $1,936,770 $767,167
Treatment
City of Pismo Beach
760 Mattie Road
Pismo Beach, CA 93448
(805)773-4656
Scenarios - Sections Selected for Treatment
Interest: .00% Inflation: .00% Printed: 03/12/2021
Scenario: 2021 PLAN
Year: 2021 Treatment
** - Treatment from Project Selection
Scenarios Criteria: SS1026
MTC StreetSaver
Street Name Begin Location End Location Street ID Section ID Length Width Area FC Surf
Type
Area ID Current
PCI
PCI
Before
PCI
After
Cost Rating Treatment
**Rancho Pismo Drive North End Highland Drive RanchPisDr 010 2,400 40 96,000 R AC 73 73 82 $48,960 48,049 LIGHT MAINTENANCE
**Reef Court W End Coral Court Reef 010 400 36 14,400 R AC 74 74 83 $7,344 48,165 LIGHT MAINTENANCE
**Santos Way Clydell Ct Rancho Pismo
Drive
Santos 010 285 36 10,260 R AC 74 74 83 $5,233 48,166 LIGHT MAINTENANCE
**Valley View Drive Coral Court Highland Drive ValleyView 010 1,630 35 57,050 R AC 74 74 83 $29,096 48,165 LIGHT MAINTENANCE
**Ventana Drive N City Limit 100'' N/James
Way
Ventana 010 2,200 50 110,000 C AC 77 77 85 $56,100 43,264 LIGHT MAINTENANCE
**Ventana Drive 100'' N/James Way James Way Ventana 020 260 24 6,240 C AC 74 74 83 $3,183 41,046 LIGHT MAINTENANCE
**Villa Court W End Capanna Street VillaCourt 010 485 35 16,975 R AC 78 78 86 $8,658 47,136 LIGHT MAINTENANCE
**Vincente Court Clydell Ct S End Vincente 010 180 36 6,480 R AC 74 74 83 $3,305 48,165 LIGHT MAINTENANCE
**Wave Avenue Valley View Drive Highland Drive Wave 010 730 35 25,550 R AC 74 74 83 $13,031 48,165 LIGHT MAINTENANCE
**Whitecap Street Valley View Drive Highland Drive Whitecap 010 660 35 23,100 C AC 76 76 84 $11,781 42,560 LIGHT MAINTENANCE
**Whitecap Street Highland Drive Ventana Drive Whitecap 020 970 40 38,800 C AC 74 74 83 $19,788 41,046 LIGHT MAINTENANCE
Year: 2022 Treatment
Street Name Begin Location End Location Street ID Section ID Length Width Area FC Surf
Type
Area ID Current
PCI
PCI
Before
PCI
After
Cost Rating Treatment
**Esparto Avenue Shell Beach Road Ocean Boulevard Esparto 010 1,591 35 55,685 R AC 35 32 100 $524,553 13,449 HEAVY REHAB
Treatment Total $524,553
**Morro Avenue Shell Beach Road Ocean Boulevard Morro 010 1,354 27 36,558 R AC/AC 51 49 100 $215,327 19,276 LIGHT REHAB
**Placentia Avenue Shell Beach Road Ocean Boulevard Placentia 010 1,556 25 38,900 C AC 38 34 100 $229,121 20,711 LIGHT REHAB
**Vista del Mar Shell Beach Road Ocean Boulevard VistaDelMa 010 1,000 38 38,000 C AC 36 32 100 $238,640 19,512 LIGHT REHAB
**Wawona Avenue Shell Beach Road Ocean Boulevard Wawona 010 1,540 34 52,360 R AC 43 41 100 $308,401 20,761 LIGHT REHAB
**Windward Avenue Shell Beach Road Ocean Boulevard Windward 010 1,360 37 50,320 C AC 51 48 100 $316,010 18,379 LIGHT REHAB
Year: 2023 Treatment
Street Name Begin Location End Location Street ID Section ID Length Width Area FC Surf Area ID
Type
Current
PCI
PCI
Before
PCI
After
Cost Rating Treatment
**Hollister Avenue Bello Street Hwy 101 Hollister 010 55 37 2,035 R AC/PCC 20 14 100 $19,170 13,691 HEAVY REHAB
Treatment Total $19,170
**Leeward Avenue Shell Beach Road Ocean Boulevard Leeward 010 1,150 40 46,000 R AC 63 59 70 $23,460 41,526 HEAVY MAINTENANCE
**Ocean View Avenue Bello Street Hwy 101 OceanView 010 1,010 26 26,260 R AC/AC 63 60 71 $51,470 13,944 HEAVY MAINTENANCE
Treatment Total $423,220
Year 2021 Area Total 1,633,973 Year 2021 Total $4,336,947
Treatment Total $1,307,499
Year 2022 Area Total 271,823 Year 2022 Total $1,832,052
City of Pismo Beach
760 Mattie Road
Pismo Beach, CA 93448
(805)773-4656
Scenarios - Sections Selected for Treatment
Interest: .00% Inflation: .00% Printed: 03/12/2021
Scenario: 2021 PLAN
Year: 2023 Treatment
** - Treatment from Project Selection
Scenarios Criteria: SS1026
MTC StreetSaver
Street Name Begin Location End Location Street ID Section ID Length Width Area FC Surf
Type
Area ID Current
PCI
PCI
Before
PCI
After
Cost Rating Treatment
**Palisade Avenue Shell Beach Road Ocean Boulevard Palisade 010 1,271 37 47,027 R AC 66 63 73 $92,173 11,223 HEAVY MAINTENANCE
**Panorama Drive Shamrock Lane Ridge Drive Panorama 010 875 36 31,500 R AC 65 62 72 $61,740 11,079 HEAVY MAINTENANCE
**Pearl Street Windward Avenue Cliff Avenue Pearl 010 1,028 33 33,924 R AC 52 48 62 $66,492 11,105 HEAVY MAINTENANCE
**Pier Avenue Shell Beach Road Ocean Boulevard Pier 010 1,187 32 37,984 R AC 65 62 72 $74,449 11,078 HEAVY MAINTENANCE
**Sea View Avenue Shell Beach Road Ocean Boulevard SeaView 010 1,270 37 46,990 R AC 60 56 68 $92,101 10,439 HEAVY MAINTENANCE
**White Oak Boulevard Oakwood Drive Ridge Drive WhiteOak 010 715 36 25,740 R AC 78 75 83 $50,451 12,546 HEAVY MAINTENANCE
Treatment Total $512,336
**Bello Street Wadsworth Avenue 450' W/Price
Canyon Road
Bello 020 900 39 35,100 A AC 56 50 100 $234,117 19,359 LIGHT REHAB
**Bello Street 450' W/Price
Canyon Road
Price Canyon
Road
Bello 030 540 40 21,600 A AC/AC 54 49 100 $144,072 19,558 LIGHT REHAB
**Bettiga Street Bello Street Ocean View
Avenue
Bettiga 010 250 29 7,250 R AC/AC 40 36 100 $42,703 21,200 LIGHT REHAB
**Bonita Street El Portal Drive E End Bonita 010 130 27 3,510 R AC 30 24 100 $20,674 21,845 LIGHT REHAB
**Bonita Street El Portal West End Bonita 020 105 22 2,310 R AC 30 24 100 $13,606 21,845 LIGHT REHAB
**Del Court Price Canyon Road E End DelCourt 010 560 31 17,360 R AC 50 46 100 $102,251 20,039 LIGHT REHAB
**Pismo Avenue Bello Street Hwy 101 / W End Pismo 010 85 38 3,230 R AC 38 33 100 $19,025 21,476 LIGHT REHAB
**Solar Way Bello Street (One-
Way)
Price Canyon
Road
Solar 010 540 21 11,340 R AC 23 18 100 $66,793 21,897 LIGHT REHAB
**Stimson Avenue Bello Street Hwy 101 / W End Stimson 010 515 36 18,540 R AC/AC 47 43 100 $36,339 61,077 LIGHT REHAB
Treatment Total $679,580
**Cliff Avenue Shell Beach Road Ocean Boulevard Cliff 010 1,080 25 27,000 C AC 70 65 75 $13,770 42,135 LIGHT MAINTENANCE
**El Portal Drive Shell Beach Road Indio Drive ElPortal 010 2,280 32 72,960 C AC/AC 70 67 77 $37,210 67,938 LIGHT MAINTENANCE
**Encanto Avenue Indio Drive S End Encanto 010 100 37 3,700 R AC 68 65 75 $1,887 44,279 LIGHT MAINTENANCE
**Florin Street Hermosa Drive Indio Drive Florin 010 1,110 36 39,960 R AC/AC 75 73 82 $20,380 68,405 LIGHT MAINTENANCE
**Florin Street Indio Drive S End Florin 020 100 37 3,700 R AC/AC 71 69 78 $1,887 57,919 LIGHT MAINTENANCE
**Hermosa Drive Florin Street Shell Beach Road Hermosa 010 1,120 36 40,320 R AC/AC 67 64 74 $20,564 50,037 LIGHT MAINTENANCE
**Indio Drive W End @ Bluff
Drive
E End Indio 010 3,600 37 133,200 R AC 71 68 77 $67,932 45,935 LIGHT MAINTENANCE
**Irish Way Shamrock Lane Shamrock Lane Irish 010 2,690 35 94,150 R AC 78 75 83 $48,017 48,216 LIGHT MAINTENANCE
**Limerick Lane Shamrock Lane (N) Shamrock Lane
(S)
Limerick 010 500 36 18,000 R AC 86 83 90 $9,180 40,802 LIGHT MAINTENANCE
**Oakwood Drive Shamrock Lane James Way Oakwood 010 375 36 13,500 R AC 86 83 90 $6,885 40,802 LIGHT MAINTENANCE
**Ocean Boulevard Windward Avenue Cliff Avenue OceanBlvd 020 1,204 27 32,508 C AC 73 68 77 $16,580 36,193 LIGHT MAINTENANCE
**Palomar Avenue Shell Beach Road Ocean Boulevard Palomar 010 1,457 25 36,425 C AC/AC 54 49 63 $18,577 40,030 LIGHT MAINTENANCE
**Ridge Drive E City Limit James Way Ridge 010 1,007 40 40,280 C AC 79 75 83 $20,543 41,396 LIGHT MAINTENANCE
**Shamrock Lane Ridge Drive James Way Shamrock 010 2,100 36 75,600 R AC 81 78 86 $38,556 47,215 LIGHT MAINTENANCE
**Shamrock Lane James Way Irish Way Shamrock 020 500 40 20,000 R AC 81 78 86 $10,200 47,215 LIGHT MAINTENANCE
**Topaz Street Indio Drive S End Topaz 010 156 35 5,460 R AC 70 67 76 $2,785 45,446 LIGHT MAINTENANCE
City of Pismo Beach
760 Mattie Road
Pismo Beach, CA 93448
(805)773-4656
Scenarios - Sections Selected for Treatment
Interest: .00% Inflation: .00% Printed: 03/12/2021
Scenario: 2021 PLAN
Year: 2023 Treatment
** - Treatment from Project Selection
Scenarios Criteria: SS1026
MTC StreetSaver
Street Name Begin Location End Location Street ID Section ID Length Width Area FC Surf
Type
Area ID Current
PCI
PCI
Before
PCI
After
Cost Rating Treatment
**Vista Pacific Circle James Way (N) James Way (S) VistaPacif 010 1,900 35 66,500 R AC 69 66 75 $33,915 44,813 LIGHT MAINTENANCE
**Water Street Windward Avenue Cliff Avenue Water 010 1,030 33 33,990 R AC 64 61 71 $17,335 42,035 LIGHT MAINTENANCE
Year: 2024 Treatment
Street Name Begin Location End Location Street ID Section ID Length Width Area FC Surf
Type
Area ID Current
PCI
PCI
Before
PCI
After
Cost Rating Treatment
**Christine Way Dugan Drive Norma Drive Christine 010 575 36 20,700 R AC 73 68 78 $40,572 12,016 HEAVY MAINTENANCE
**Crest Drive Skyline Drive James Way Crest 010 700 40 28,000 R AC/AC 64 59 70 $54,880 11,649 HEAVY MAINTENANCE
**Dugan Drive Houston Way Margo Way Dugan 010 950 36 34,200 R AC 67 62 72 $67,032 11,110 HEAVY MAINTENANCE
**Effie Way Dugan Drive Norma Drive Effie 010 600 36 21,600 R AC 77 72 81 $42,336 12,454 HEAVY MAINTENANCE
**Effie Way Norma Drive James Way Effie 020 122 36 4,392 R AC 72 67 77 $8,609 11,865 HEAVY MAINTENANCE
**Elaine Way Dugan Drive Norma Drive Elaine 010 615 36 22,140 R AC 73 68 78 $43,395 12,016 HEAVY MAINTENANCE
**Frances Way Norma Drive James Way Frances 010 130 36 4,680 R AC 72 67 77 $9,173 11,865 HEAVY MAINTENANCE
**Houston Way Dugan Drive Norma Drive Houston 010 630 36 22,680 R AC 73 68 78 $44,453 12,016 HEAVY MAINTENANCE
**Main Avenue Price Street Dolliver Street
(Hwy 1)
Main 020 500 38 19,000 C AC/AC 67 61 72 $37,240 12,422 HEAVY MAINTENANCE
**Margo Way Dugan Drive Norma Drive Margo 010 630 36 22,680 R AC 72 67 77 $44,453 11,865 HEAVY MAINTENANCE
**Norma Drive W End Frances Way Norma 010 1,150 36 41,400 R AC 69 64 74 $81,144 11,408 HEAVY MAINTENANCE
**Norma Drive Frances Way Margo Way Norma 020 140 45 6,300 R AC 73 68 78 $12,348 12,016 HEAVY MAINTENANCE
**Pismo Avenue Hwy 101 Price Street Pismo 110 80 38 3,040 R AC 66 61 71 $5,959 10,971 HEAVY MAINTENANCE
**Pismo Avenue Price Street Dolliver Street
(Hwy 1)
Pismo 120 370 38 14,060 R AC/AC 65 61 72 $27,558 14,912 HEAVY MAINTENANCE
**Skyline Drive Summit Drive Crest Drive Skyline 010 475 35 16,625 R AC 67 62 72 $32,585 11,110 HEAVY MAINTENANCE
**Summit Drive Skyline Drive James Way Summit 010 775 36 27,900 R AC 57 52 65 $164,331 3,915 HEAVY MAINTENANCE
Treatment Total $716,068
**Boeker Street Shell Beach Road S End Boeker 010 1,518 34 51,612 R AC/AC 46 40 100 $303,995 20,761 LIGHT REHAB
**Ebb Tide Way Shell Beach Road S End EbbTide 010 317 38 12,046 R AC 62 56 100 $70,951 18,102 LIGHT REHAB
**Main Avenue End Price Street Main 010 80 38 3,040 R AC 40 32 100 $17,906 21,508 LIGHT REHAB
**Main Avenue Dolliver Street (Hwy
1)
S End Main 030 550 36 19,800 R AC 63 58 100 $116,622 17,834 LIGHT REHAB
**Searidge Court Shell Beach Road S End Searidge 010 640 40 25,600 R AC 67 62 100 $150,784 16,642 LIGHT REHAB
**Stratford Street N City Limit Longview Avenue Stratford 010 465 32 14,880 R AC/AC 45 39 100 $29,165 62,764 LIGHT REHAB
**Stratford Street Longview Avenue E End Stratford 020 770 28 21,560 R AC/AC 48 42 100 $42,258 61,543 LIGHT REHAB
**Tulare Street N End Longview Avenue Tulare 010 450 37 16,650 R AC 59 53 100 $98,069 18,841 LIGHT REHAB
**Tulare Street Longview Avenue Visalia Street Tulare 020 500 39 19,500 R AC/AC 60 56 100 $114,855 17,555 LIGHT REHAB
Treatment Total $386,203
Year 2023 Area Total 1,174,953 Year 2023 Total $1,597,289
City of Pismo Beach
760 Mattie Road
Pismo Beach, CA 93448
(805)773-4656
Scenarios - Sections Selected for Treatment
Interest: .00% Inflation: .00% Printed: 03/12/2021
Scenario: 2021 PLAN
Year: 2024 Treatment
** - Treatment from Project Selection
Scenarios Criteria: SS1026
MTC StreetSaver
Street Name Begin Location End Location Street ID Section ID Length Width Area FC Surf
Type
Area ID Current
PCI
PCI
Before
PCI
After
Cost Rating Treatment
**Visalia Street N End Longview Avenue Visalia 010 460 38 17,480 R AC 42 35 100 $102,958 21,351 LIGHT REHAB
**Visalia Street Longview Avenue Tulare St Visalia 020 560 37 20,720 R AC/AC 43 37 100 $122,041 21,115 LIGHT REHAB
Treatment Total $1,169,604
**Beachcomber (North)
Drive
Shell Beach Road S End BeachcoN 010 720 40 28,800 R AC 71 66 76 $14,688 45,014 LIGHT MAINTENANCE
**Beachcomber (South)
Drive
Shell Beach Road Turn BeachcoS 010 630 40 25,200 R AC 71 67 76 $12,852 57,235 LIGHT MAINTENANCE
**Beachcomber (South)
Drive
Turn N End BeachcoS 020 375 40 15,000 R AC 75 72 80 $7,650 67,783 LIGHT MAINTENANCE
**Silver Shoals Drive Shell Beach Road Bend SilverSho 010 540 40 21,600 R AC 76 71 80 $11,016 47,526 LIGHT MAINTENANCE
**Silver Shoals Drive Bend E End SilverSho 020 240 40 9,600 R AC 77 72 81 $4,896 47,861 LIGHT MAINTENANCE
Year: 2025 Treatment
Street Name Begin Location End Location Street ID Section ID Length Width Area FC Surf
Type
Area ID Current
PCI
PCI
Before
PCI
After
Cost Rating Treatment
**Cypress Street E End Pismo Creek
Bridge
Dolliver Street
(Hwy 1)
Cypress 070 260 20 5,200 C AC 19 0 100 $48,984 13,165 HEAVY REHAB
**Wadsworth Avenue Longview Avenue Lemoore Street Wadsworth 020 430 38 16,340 C AC 31 9 100 $153,923 13,165 HEAVY REHAB
Treatment Total $202,907
**Porterville Street Lemoore Street S End Portervill 010 325 26 8,450 R AC 49 40 58 $16,562 10,159 HEAVY MAINTENANCE
**Taft Street N End Longview Avenue Taft 010 420 38 15,960 R AC 73 67 76 $31,282 11,777 HEAVY MAINTENANCE
**Taft Street Longview Avenue E End Taft 020 380 37 14,060 R AC 68 61 71 $27,558 11,010 HEAVY MAINTENANCE
Treatment Total $75,402
**Cypress Street Stimson Ave (COP) Pismo Creek Cypress 060 830 34 28,220 C AC 42 23 100 $177,222 19,687 LIGHT REHAB
**Hanford Street Wadsworth Lemoore Street Hanford 110 750 30 22,500 R AC/AC 58 50 100 $132,525 19,376 LIGHT REHAB
**Lemoore Street Wadsworth Avenue Hanford Street Lemoore 010 850 28 23,800 R AC/AC 42 33 100 $140,182 21,414 LIGHT REHAB
**Lemoore Street Hanford Street Price Canyon
Road
Lemoore 020 500 36 18,000 R AC 43 33 100 $106,020 21,458 LIGHT REHAB
**Selma Street N End Lemoore Street Selma 010 160 28 4,480 R AC/AC 54 45 100 $26,388 20,164 LIGHT REHAB
**Stimson Avenue Hwy 101 Price Street Stimson 110 80 40 3,200 R AC 41 31 100 $6,272 64,916 LIGHT REHAB
**Stimson Avenue Price Street Dolliver Street
(Hwy 1)
Stimson 120 500 38 19,000 R AC/AC 41 32 100 $37,240 64,628 LIGHT REHAB
**Stimson Avenue Dolliver Street (Hwy
1)
Cypress Street Stimson 130 300 38 11,400 R AC 40 30 100 $22,344 65,092 LIGHT REHAB
**Stimson Avenue Cypress Street 255' W/O Cypress Stimson 140 255 38 9,690 R AC 43 33 100 $18,993 64,481 LIGHT REHAB
**Wadsworth Avenue W End Longview Avenue Wadsworth 010 500 38 19,000 C AC 46 29 100 $119,320 19,620 LIGHT REHAB
Treatment Total $51,102
Year 2024 Area Total 632,485 Year 2024 Total $1,936,774
City of Pismo Beach
760 Mattie Road
Pismo Beach, CA 93448
(805)773-4656
Scenarios - Sections Selected for Treatment
Interest: .00% Inflation: .00% Printed: 03/12/2021
Scenario: 2021 PLAN
Year: 2025 Treatment
** - Treatment from Project Selection
Scenarios Criteria: SS1026
MTC StreetSaver
Street Name Begin Location End Location Street ID Section ID Length Width Area FC Surf
Type
Area ID Current
PCI
PCI
Before
PCI
After
Cost Rating Treatment
**Wadsworth Avenue Lemoore Street Hanford Street Wadsworth 030 300 38 11,400 C AC 56 42 100 $71,592 18,972 LIGHT REHAB
**Wadsworth Avenue Hanford Street Bay Street Wadsworth 040 139 38 5,282 C AC 41 22 100 $35,284 18,527 LIGHT REHAB
**Wadsworth Avenue Bay Street Bello Street Wadsworth 050 740 37 27,380 C AC/AC 48 36 100 $171,947 19,155 LIGHT REHAB
**Wadsworth Avenue Bello Street N Side Hwy 101
Bridge
Wadsworth 060 75 38 2,850 C AC 50 34 100 $17,898 19,437 LIGHT REHAB
**Wadsworth Avenue N Side Hwy 101
Bridge
S Side Hwy 101
Bridge
Wadsworth 070 140 38 5,320 C AC 51 35 100 $33,410 19,385 LIGHT REHAB
**Wadsworth Avenue S Side Hwy 101
Bridge
Price Street Wadsworth 080 150 38 5,700 C AC 50 34 100 $35,796 19,437 LIGHT REHAB
Treatment Total $1,152,433
**Baker Avenue Coburn Lane Seacliff Drive Baker 010 760 38 28,880 R AC 85 79 87 $14,729 46,632 LIGHT MAINTENANCE
**Coburn Lane Seacliff Drive Baker Avenue Coburn 010 830 35 29,050 R AC 92 84 91 $14,816 37,510 LIGHT MAINTENANCE
**Coburn Lane Baker Avenue Shell Beach Road Coburn 020 460 38 17,480 R AC/AC 93 86 92 $8,915 39,783 LIGHT MAINTENANCE
**Naomi Avenue Baker Avenue Seacliff Drive Naomi 010 900 34 30,600 R AC/AC 86 80 88 $15,606 49,936 LIGHT MAINTENANCE
**Paddock Avenue Coburn Lane Seacliff Drive Paddock 010 820 33 27,060 R AC 89 82 90 $13,801 42,002 LIGHT MAINTENANCE
**Ruby Court Seacliff Drive E End Ruby 010 192 31 5,952 R AC/AC 86 80 88 $3,036 49,936 LIGHT MAINTENANCE
**Seacliff Drive Shell Beach Road Naomi Avenue Seacliff 010 1,765 38 67,070 R AC 82 76 84 $34,206 48,073 LIGHT MAINTENANCE
**Solano Road Spyglass Drive (N) Spyglass Drive (S) Solano 010 1,080 38 41,040 R AC 60 52 65 $20,931 38,576 LIGHT MAINTENANCE
**Spyglass Drive Shell Beach Road Spyglass Park Spyglass 010 1,180 38 44,840 R AC 61 53 66 $22,869 38,982 LIGHT MAINTENANCE
**Stimson Avenue 255' W/O Cypress W End Stimson 150 200 38 7,600 R AC 70 63 73 $3,876 43,493 LIGHT MAINTENANCE
Treatment Total $152,785
Year 2025 Area Total 576,804 Year 2025 Total $1,583,527
Total Section Area: 4,290,038 Grand Total $11,286,589
5 Year Pavement Plan
Year 2021: Map 1 of 2
City of Pismo Beach
760 Mattie Road
Pismo Beach, CA 93448
(805)773-4656
Test
Feature Legend
HEAVY MAINTENANCE
LIGHT MAINTENANCE
LIGHT REHAB
0 0.1 0.2 0.3 0.4
Miles
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City of Pismo Beach
760 Mattie Road
Pismo Beach, CA 93448
(805)773-4656
Test
Feature Legend
HEAVY MAINTENANCE
LIGHT MAINTENANCE
LIGHT REHAB
0 0.1 0.2
Miles
5 Year Pavement Plan
Year 2021: Map 2 of 2
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City of Pismo Beach
760 Mattie Road
Pismo Beach, CA 93448
(805)773-4656
Test
Feature Legend
HEAVY REHAB
LIGHT REHAB
0 0.1 0.2
Miles
5 Year Pavement Plan
Year 2022: Map 1 of 1
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City of Pismo Beach
760 Mattie Road
Pismo Beach, CA
93448 (805) 773-4656
Test
Feature Legend
HEAVY MAINTENANCE
HEAVY REHAB
LIGHT MAINTENANCE
LIGHT REHAB
0 0.1 0.2 0.3 0.4 0.5
Miles
5 Year Pavement Plan
Year 2023: Map 1 of 2
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City of Pismo Beach
760 Mattie Road
Pismo Beach, CA 93448
(805)773-4656
Test
Feature Legend
HEAVY MAINTENANCE
HEAVY REHAB
LIGHT MAINTENANCE
LIGHT REHAB
0 0.1 0.2 0.3
Miles
5 Year Pavement Plan
Year 2023: Map 2 of 2
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City of Pismo Beach
760 Mattie Road
Pismo Beach, CA 93448
(805)773-4656
Test
Feature Legend
HEAVY MAINTENANCE
LIGHT MAINTENANCE
LIGHT REHAB
0 0.1 0.2 0.3 0.4
Miles
5 Year Pavement Plan
Year 2024: Map 1 of 2
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City of Pismo Beach
760 Mattie Road
Pismo Beach, CA 93448
(805)773-4656
Test
Feature Legend
HEAVY MAINTENANCE
LIGHT MAINTENANCE
LIGHT REHAB
0 0.1 0.2 0.3 0.4
Miles
5 Year Pavement Plan
Year 2024: Map 2 of 2
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City of Pismo Beach
760 Mattie Road
Pismo Beach, CA 93448
(805)773-4656
Test
Feature Legend
HEAVY MAINTENANCE
HEAVY REHAB
LIGHT MAINTENANCE
LIGHT REHAB
0 0.1
Miles
5 Year Pavement Plan
Year 2025: Map 1 of 2
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City of Pismo Beach
760 Mattie Road
Pismo Beach, CA 93448
(805)773-4656
Test
Feature Legend
HEAVY MAINTENANCE
HEAVY REHAB
LIGHT MAINTENANCE
LIGHT REHAB
0 0.1 0.2 0.3
Miles
5 Year Pavement Plan
Year 2025: Map 2 of 2
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P a g e | 109B u d g e t S c e n a r i o s
Maintain 67 PCI
($11.5 Million over 5 Years)
•Pavement Network Condition Lane Miles
•Network Condition Summary
•Cost Summary
P a g e | 110B u d g e t S c e n a r i o s
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Scenarios Criteria:
SS1067
MTC StreetSaver
Scenario: MAINTAIN 67 PCI
Objective: Minimum Network Average PCI Target: Overall 67
City of Pismo Beach Target-Driven Scenarios
Pavement Network Condition Lane Miles
Interest: .00% Inflation: .00% Printed: 01/19/2021
Annual budget needs to meet target objectives Preventative
Year Arterial Collector Res/Loc Other Maintenance Total
2021 $0 $70,810 $204,972 $0 $275,782 $275,782
2022 $238,102 $246,720 $1,088,787 $0 $878,740 $1,573,609
2023 $1,370,263 $458,189 $1,470,588 $0 $148,367 $3,299,040
2024 $817,925 $474,015 $2,324,898 $0 $0 $3,616,838
2025 $258,606 $168,218 $2,306,313 $0 $62,256 $2,733,137
Average Yearly Total: $2,299,681
Pavement Network prior to treatments in lane miles.
Percentage of the
Network in Very
Grand Total:
Percentage of the
Network in Poor or
$11,498,406
Remaining
Functional Class PCI Good Condition Very Poor Condition Life
Arterial 75 15.7% 0.5% 18
Collector 63 13.0% 9.7% 12
Residential 65 23.1% 10.8% 19
Pavement Network after schedulable treatments applied in lane miles.
2021
Functional Class PCI
Percentage of the
Network in Very
Good Condition
Percentage of the
Network in Poor or
Very Poor Condition
Remaining
Life
Arterial 75 15.7% 0.5% 18
Collector 64 13.0% 9.7% 12
Residential 66 23.1% 10.8% 19
2022
Functional Class PCI
Percentage of the
Network in Very
Good Condition
Percentage of the
Network in Poor or
Very Poor Condition
Remaining
Life
Arterial 74 11.1% 0.5% 17
Collector 62 10.8% 11.3% 12
Residential 67 24.4% 11.5% 20
2023
Functional Class PCI
Percentage of the
Network in Very
Good Condition
Percentage of the
Network in Poor or
Very Poor Condition
Remaining
Life
Arterial 76 11.8% 0.5% 19
Collector 60 10.6% 11.8% 12
Residential 67 23.9% 11.5% 20
Scenarios Criteria:
SS1067
MTC StreetSaver
Pavement Network after schedulable treatments applied in lane miles.
2024
Functional Class
PCI
Percentage of the
Network in Very
Good Condition
Percentage of the
Network in Poor or
Very Poor Condition
Remaining
Life
Arterial 76 12.9% 0.5% 19
Collector 58 11.3% 11.3% 11
Residential 68 27.2% 9.3% 21
2025
Functional Class PCI
Percentage of the
Network in Very
Good Condition
Percentage of the
Network in Poor or
Very Poor Condition
Remaining
Life
Arterial 75 13.3% 0.5% 19
Collector 56 11.4% 11.4% 11
Residential 69 30.2% 6.9% 22
Scenario: MAINTAIN 67 PCI
Objective: Minimum Network Average PCI Target: Overall 67
City of Pismo Beach Target-Driven Scenarios
Network Condition Summary
Interest: 0% Inflation: 0% Printed: 01/19/2021
Projected Network Average PCI by year
Year Never Treated With Selected Treatment
2021 66 67
2022 64 67
2023 62 67
2024 59 67
2025 57 67
Percent Network Area by Functional Classification and Condition Class
Condition in base year 2021, prior to applying treatments.
Condition Class Arterial Collector Res/Loc Other Total
I 15.7% 13.0% 23.1% 0.0% 51.7%
II / III 3.7% 2.9% 20.7% 0.0% 27.3%
IV 0.5% 9.6% 10.2% 0.0% 20.3%
V 0.0% 0.1% 0.6% 0.0% 0.7%
Total 19.9% 25.6% 54.6% 0.0% 100.0%
Condition in year 2021 after schedulable treatments applied.
Condition Class Arterial Collector Res/Loc Other Total
I 15.7% 13.0% 23.1% 0.0% 51.7%
II / III 3.7% 2.9% 20.7% 0.0% 27.3%
IV 0.5% 9.6% 10.2% 0.0% 20.3%
V 0.0% 0.1% 0.6% 0.0% 0.7%
Total 19.9% 25.6% 54.6% 0.0% 100.0%
Condition in year 2025 after schedulable treatments applied.
Condition Class Arterial Collector Res/Loc Other Total
I 13.3% 11.4% 30.2% 0.0% 54.9%
II / III 6.1% 2.7% 17.5% 0.0% 26.3%
IV 0.5% 5.2% 5.1% 0.0% 10.8%
V 0.0% 6.2% 1.8% 0.0% 8.0%
Total 19.9% 25.6% 54.6% 0.0% 100.0%
Criteria:
Scenarios Criteria:
SS1062
MTC StreetSaver
City of Pismo Beach Target-Driven Scenarios - Cost Summary
Interest: 0% Inflation: 0% Printed: 01/19/2021
Year Rehabilitation Preventive Maintenance Total Cost Deferred
2021
2022
2023
2024
2025
II
III
IV
V
Total
Project
II
III
IV
V
Total
Project
II
III
IV
V
Total
Project
II
III
IV
V
Total
Project
II
$0
$0
$0
$0
$0
$0
$26,844
$668,025
$0
$0
$694,869
$0
$980,647
$828,852
$1,341,174
$0
$3,150,673
$0
$0
$0
$3,616,838
$0
$3,616,838
$0
$0
Non-
Project
Project
Non-
Project
Project
Non-
Project
Project
Non-
Project
Project
Non-
Project
Project
$275,782
$0
$878,740
$0
$148,367
$0
$0
$0
$62,256
$0
$275,782 $14,551,340
$1,573,609 $13,632,559
$3,299,040 $10,677,795
$3,616,838 $16,236,743
$2,733,137 $15,960,258
Functional Class Rehabilitation Prev. Maint. Summary
Arterial $2,358,165 $326,731
Collector $1,058,432 $359,520
Residential/Local $6,716,664 $678,894
Total: $10,133,261 $1,365,145 Grand Total: $11,498,406
Scenarios Criteria:
SS1063
MTC StreetSaver
Scenario: MAINTAIN 67 PCI
Objective: Minimum Network Average PCI Target: Overall 67
III $0
IV $2,670,881
V $0
Total $2,670,881
Project $0
Increase PCI by 5
($19.4 Million over 5 Years)
•Pavement Network Condition Lane Miles
•Network Condition Summary
•Cost Summary
P a g e | 115B u d g e t S c e n a r i o s
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Scenarios Criteria:
SS1067
MTC StreetSaver
Target: By Year
Scenario: INCREASE BY 5
Objective: Minimum Network Average PCI
City of Pismo Beach Target-Driven Scenarios
Pavement Network Condition Lane Miles
Interest: .00% Inflation: .00% Printed: 01/19/2021
Year Value
Year 1 68
Year 5 72
Year Value
Year 2 69
Year Value
Year 3 70
Year Value
Year 4 71
Annual budget needs to meet target objectives Preventative
Year Arterial Collector Res/Loc Other Maintenance Total
2021 $62,387 $190,323 $528,089 $0 $780,799 $780,799
2022 $1,392,990 $164,490 $2,333,979 $0 $373,723 $3,891,459
2023 $378,327 $458,189 $3,549,569 $0 $148,367 $4,386,085
2024 $818,180 $1,277,402 $2,842,008 $0 $255 $4,937,590
2025 $1,108,353 $639,810 $3,626,055 $0 $65,001 $5,374,218
Average Yearly Total: $3,874,030
Pavement Network prior to treatments in lane miles.
Percentage of the
Network in Very
Grand Total:
Percentage of the
Network in Poor or
$19,370,151
Remaining
Functional Class PCI Good Condition Very Poor Condition Life
Arterial 75 15.7% 0.5% 18
Collector 63 13.0% 9.7% 12
Residential 65 23.1% 10.8% 19
Pavement Network after schedulable treatments applied in lane miles.
2021
Functional Class PCI
Percentage of the
Network in Very
Good Condition
Percentage of the
Network in Poor or
Very Poor Condition
Remaining
Life
Arterial 75 15.7% 0.5% 18
Collector 65 13.0% 9.7% 13
Residential 67 23.1% 10.8% 20
2022
Functional Class PCI
Percentage of the
Network in Very
Good Condition
Percentage of the
Network in Poor or
Very Poor Condition
Remaining
Life
Arterial 78 15.9% 0.2% 19
Collector 63 11.1% 11.3% 12
Residential 69 27.9% 9.7% 21
2023
Functional Class PCI
Percentage of the
Network in Very
Good Condition
Percentage of the
Network in Poor or
Very Poor Condition
Remaining
Life
Arterial 77 12.1% 0.2% 19
Collector 61 10.9% 11.8% 12
Residential 72 29.1% 6.3% 23
Scenarios Criteria:
SS1067
MTC StreetSaver
Pavement Network after schedulable treatments applied in lane miles.
2024
Functional Class
PCI
Percentage of the
Network in Very
Good Condition
Percentage of the
Network in Poor or
Very Poor Condition
Remaining
Life
Arterial 77 13.2% 0.2% 19
Collector 61 12.7% 10.2% 13
Residential 74 36.1% 4.1% 24
2025
Functional Class PCI
Percentage of the
Network in Very
Good Condition
Percentage of the
Network in Poor or
Very Poor Condition
Remaining
Life
Arterial 79 18.4% 0.2% 20
Collector 59 14.9% 10.1% 13
Residential 76 41.2% 2.3% 25
Target: By Year
Scenario: INCREASE BY 5
Objective: Minimum Network Average PCI
City of Pismo Beach Target-Driven Scenarios
Network Condition Summar y
Interest: 0% Inflation: 0% Printed: 01/19/2021
Year Value
Year 1 68
Year 5 72
Year Value
Year 2 69
Year Value
Year 3 70
Year Value
Year 4 71
Projected Network Average PCI by year
Year Never Treated With Selected Treatment
2021 66 68
2022 64 69
2023 62 70
2024 59 71
2025 57 72
Percent Network Area by Functional Classification and Condition Class
Condition in base year 2021, prior to applying treatments.
Condition Class Arterial Collector Res/Loc Other Total
I 15.7% 13.0% 23.1% 0.0% 51.7%
II / III 3.7% 2.9% 20.7% 0.0% 27.3%
IV 0.5% 9.6% 10.2% 0.0% 20.3%
V 0.0% 0.1% 0.6% 0.0% 0.7%
Total 19.9% 25.6% 54.6% 0.0% 100.0%
Condition in year 2021 after schedulable treatments applied.
Condition Class Arterial Collector Res/Loc Other Total
I 15.7% 13.0% 23.1% 0.0% 51.7%
II / III 3.7% 2.9% 20.7% 0.0% 27.3%
IV 0.5% 9.6% 10.2% 0.0% 20.3%
V 0.0% 0.1% 0.6% 0.0% 0.7%
Total 19.9% 25.6% 54.6% 0.0% 100.0%
Condition in year 2025 after schedulable treatments applied.
Condition Class Arterial Collector Res/Loc Other Total
I 18.4% 14.9% 41.2% 0.0% 74.5%
II / III 1.2% 0.6% 11.1% 0.0% 12.8%
IV 0.2% 3.9% 2.3% 0.0% 6.5%
V 0.0% 6.2% 0.0% 0.0% 6.2%
Total 19.9% 25.6% 54.6% 0.0% 100.0%
Criteria:
Scenarios Criteria:
SS1062
MTC StreetSaver
Target: By Year
Scenario: INCREASE BY 5
Objective: Minimum Network Average PCI
City of Pismo Beach Target-Driven Scenarios - Cost Summary
Interest: 0% Inflation: 0% Printed: 01/19/2021
Year Value
Year 1 68
Year 5 72
Year Value
Year 2 69
Year Value
Year 3 70
Year Value
Year 4 71
Year Rehabilitation Preventive Maintenance Total Cost Deferred
2021
2022
2023
2024
2025
II
III
IV
V
Total
Project
II
III
IV
V
Total
Project
II
III
IV
V
Total
Project
II
III
IV
V
Total
Project
II
$0
$0
$0
$0
$0
$0
$964,675
$1,038,688
$1,514,373
$0
$3,517,736
$0
$113,457
$458,189
$3,666,072
$0
$4,237,718
$0
$535,695
$0
$4,401,640
$0
$4,937,335
$0
$1,540,551
Non-
Project
Project
Non-
Project
Project
Non-
Project
Project
Non-
Project
Project
Non-
Project
Project
$780,799
$0
$373,723
$0
$148,367
$0
$255
$0
$65,001
$0
$780,799 $14,046,334
$3,891,459 $10,809,697
$4,386,085 $8,315,620
$4,937,590 $12,554,077
$5,374,218 $10,007,538
Functional Class Rehabilitation Prev. Maint. Summary
Arterial $3,431,498 $328,739
Collector $2,369,702 $360,512
Residential/Local $12,200,806 $678,894
Total: $18,002,006 $1,368,145 Grand Total: $19,370,151
Scenarios Criteria:
SS1063
MTC StreetSaver
III $0
IV $1,074,554
V $2,694,112
Total $5,309,217
Project $0
P a g e | 121A p p e n d i x C
Appendix C
Definitions
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P a g e | 122A p p e n d i x C
A p p e n d i x C P a g e | 123
DEFINITIONS
This section is intended to define important pavement design acronyms and terms used
when discussing a Pavement Management Program (PMP).
GENERAL TERMS
PMP - Pavement Management Program - A program to aid in tracking the condition of
roads and a means to help quantify the cost of maintaining the roads in a given area.
TI - Traffic Index - Cars and light trucks have little impact on the pavement structure.
Larger/Heavier trucks have very significant impacts on the pavement due to the high
axle weights. The total EALs is converted into a design Traffic Index (TI). The design TI
is the total number of EALs that the pavement will support before it begins to fail,
regardless of the passage of time. Normally for a new pavement, the EALs over a 20_year
period are used. For rehabilitation procedures such as overlays, 10 years is generally
used.
PCI - Pavement Condition Index - A rating scale for the condition of a road segment. 100
represents no defects and recent major rehabilitation.
CRITICAL PCI - The PCI value at which the rate of loss increases with time, or the cost
of applying a maintenance treatment increases significantly.
CLS / FC - Functional Classification is the process by which streets and highways are
grouped into classes, or systems, according to the character of traffic service that they
are intended to provide. There are three highway functional classifications: arterial,
collector, and local roads. All streets and highways are grouped into one of these classes,
depending on the character of the traffic.
Arterials - provide the highest level of service at the greatest speed for the longest
uninterrupted distance, with some degree of access control.
Collectors - provide a less highly developed level of service at a lower speed for shorter
distances by collecting traffic from local roads and connecting them with arterials.
Residential/Local - consists of all roads not defined as arterials or collectors and
primarily provides access to land with little or no through movement.
•(Excerpted from the U.S. Department of Transportation, Federal Highway
Administration web site on “Functional Classification”.)
EMULSION - A chemical added to water and asphalt that keeps the asphalt in a stable
suspension in the water.
AC - Asphaltic Concrete - A plant mixed asphalt binder (asphalt cement that is classified
according to the Standard Specification for Performance Graded Asphalt Binder) and
aggregate (rocks) thoroughly mixed and compacted into a mass.
A p p e n d i x C P a g e | 124
PCC - Portland Cement Concrete
OVERLAY - The placement of asphaltic concrete mix over an existing asphaltic concrete
or portland cement concrete surface.
Light Overlay - would include any overlay of less than 2 inches of asphalt.
Heavy Overlay - is a thicker layer of asphalt and might include such
items/operations as, but not limited to fabric, milling/grinding and reconstruction.
PREVENTIVE MAINTENANCE - Provides budget dollars for localized pavement repairs
such as digouts and crack filling.
SLURRY SEAL - Includes a graded aggregate along with emulsion and water. Generally
squeegeed and generally consists of two layers.
REFLECTIVE CRACKING - Cracks that occur in new “thin” overlays that are identical to
the cracks that were present in the existing pavement.
ALLIGATOR CRACKING - Alligator or fatigue cracking is a series of interconnecting
cracks caused by fatigue failure of the asphalt concrete surface under repeated traffic
loading. Cracking begins at the bottom of the asphalt surface (or stabilized base) where
the stress and strain are highest under a wheel load. The cracks propagate to the surface
initially as a series of parallel longitudinal cracks. After repeated traffic loading, the cracks
connect, forming many sided, sharp-angled pieces that develop a pattern resembling
chicken wire or the skin of an alligator. Alligator cracking occurs only in areas subjected
to repeated traffic loading, such as wheel paths. (Pattern-type cracking that occurs over
an entire area not subjected to loading is called “block cracking,” which is not a load-
associated distress.)
BLOCK CRACKING - Block cracks are interconnected cracks that divide the pavement
into approximately rectangular pieces. Block cracking is caused mainly by shrinkage of
the asphalt concrete and daily temperature cycling (which results in daily stress/strain
cycling). It is not load-associated. Block cracking usually indicates that the asphalt has
hardened significantly. Block cracking normally occurs over a large portion of the
pavement area, but sometimes will occur only in non-traffic areas. This type of distress
differs from alligator cracking in that alligator cracks form smaller, many-sided pieces with
sharp angles. Also, unlike block, alligator cracks are caused by repeated traffic loadings,
and are therefore found only in traffic areas (i.e., wheel paths).
LONGITUDINAL / TRANSVERSE CRACKING - Longitudinal cracks are parallel to the
pavement’s centerline or laydown direction. Transverse cracks extend across the
pavement at approximately right angles to the pavement centerline or direction of
laydown. These types of cracks are not usually load-associated.
A p p e n d i x C P a g e | 125
WEATHERING & RAVELING - Weathering and raveling is the wearing away of the
pavement surface due to a loss of asphalt or tar and dislodged aggregate particles. These
distresses indicate that either the asphalt binder has hardened appreciably or that a poor
quality mixture is present. In addition, raveling may be caused by certain types of traffic,
i.e., tracked vehicles. Softening of the surface and dislodging of the aggregates due to
oil spillage are also included under raveling.
BUMPS & SAGS - Bumps are small, localized, upward displacements of the pavement
surface. They are different from shoves in that shoves are caused by unstable pavement.
Sags are small, abrupt, downward displacements of the pavement surface. If bumps
appear in pattern perpendicular to traffic flow and are spaced at less than 3 m (10 ft), the
distress is called corrugation. Distortion and displacement that occur over large areas of
the pavement surface causing large and/or long dips in the pavement should be recorded
at “swelling.”
RUTTING / SHOVING - A rut is a surface depression in the wheel paths. Pavement uplift
may occur along the sides of the rut, but, in many instances, ruts are noticeable only after
a rainfall when the paths are filled with water. Rutting stems from a permanent
deformation in any of the pavement layers or subgrades, usually caused by consolidated
or lateral movement of the materials due to traffic load.
Shoving is a permanent, longitudinal displacement of a localized area of the pavement
surface caused by traffic loading. When traffic pushes against the pavement, it produces
a short, abrupt wave in the pavement surface. This distress normally occurs only in
unstable liquid asphalt mix (cutback or emulsion) pavements.
PATCHING & UTILITY CUTS - A patch is an area of pavement that has been replaced
with new material to repair the existing pavement. A patch is considered a defect no
matter how well it is performing (a patched area or adjacent area usually does not perform
as well as an original pavement section). Generally, some roughness is associated with
this distress.
POTHOLES - Most often are structurally related distresses and should not be confused
with raveling and weathering.
PAVEMENT PRESERVATION - Applying the Right Treatment to the Right Pavement at
the Right Time using the Right Materials.
R-VALUE - A test to evaluate the base, subbase and subgrades of an area to be used in
pavement designing for thickness of asphalt.
ESAL - The impact of trucks is measured in equivalent single
18,000 pound axle loads (EALs).
A p p e n d i x C P a g e | 126
STREETSAVER DEFINITIONS
MANAGEMENT SECTION - This is used to maintain an inventory of all the roads and
road sections in your jurisdiction.
EVENTS – This provides for viewing and maintaining of Events or changes that have
been made on a management section. The Events that are included are:
•Management Section Creation.
•Results from Maintenance and Rehabilitation treatments that have been applied
to the Management Section.
•Results from Visual Inspections of Management Sections.
•Listing of changes/edits of information on a Management Section.
DETERIORATION CURVE - This provides a graphical representation of the current
pavement condition index and the historical PCIs for each section of road in your
jurisdiction.
MAINTENANCE/REHABILITATION - This is used to review the proposed maintenance,
new maintenance, and rehabilitation for any road section in your jurisdiction.
BRANCH - Generally a road name or a road name with a direction of travel.
SECTION - Usually a branch or road is large and needs to be divided into smaller pieces
to maintain. These smaller pieces are labeled as “sections” and designated with a
number and a beginning and ending location.
DISTRESSES - Defects found in asphalt concrete pavements or portland cement
concrete. These defects degrade the condition of the road.
RATING - The rating is the weight cost - effectiveness ratio of the recommended
treatment.
% OF ENVIRONMENT - The percentage of the pavement distress in a management
section that is an environment related distress.
% LOAD RELATED - The percentage of the pavement distress in a management section
that is load related distress (caused by excessive weight on the pavement surface).
% OTHER - Is the percentage of the pavement section that is not a load related or
environment related distress.
ACTIVE - Indicates whether or not the current record is active.
A p p e n d i x C P a g e | 127
AREA - Contains the area of a section in square feet. This is automatically calculated
using the values that are entered in the Length and Width fields. However, if the section
is irregularly shaped the area can be entered by the user.
AREA ID - Is an optional, jurisdiction defined field to identify the area in which the section
is located. For example, each neighborhood or subdivision, or each geographic type
(mountain, valley, coast, etc.) in the jurisdiction may be assigned a letter of the alphabet.
BASE BUDGET - Provides an area for you to enter the dollar amount of your base
budget.
BASE BUDGET INCREASE FACTOR - Stores the percent that the base budget will
increase each year.
BASE PM SPLIT - Percent of the base budget that has been set aside for preventive
maintenance.
BEGINNING LOCATION - Identifies the point that defines the beginning of the section.
This is generally the name of a cross road or other landmark.
CONDITION - Column lists the condition levels (2-5) that require stop-gap treatments.
COST/ SQ YD - Indicates the cost per square yard of road for the suggested treatment.
CURRENT PCI - Calculated from either a visual inspection or a maintenance treatment.
DESCRIPTION - Displays a description of the item named in the previous column in a
grid.
DISTRESS - Contains the type of distress present on a section of a road.
END LOCATION - Identifies the point that defines the end of the section. This is generally
the name of a cross road or other landmark.
EVENT ACTIVE - Indicates whether an Event is currently part of the active history for the
current Section.
EVENT PCI - The PCI after the selected Event occurred.
EVENT TRANSACTION TYPE - Includes: Creation, Inspection, Treatment, Split,
Combine, Attribute Change and Core Data Change.
EVENT VALID - Indicates if an Event can be activated and made part of the valid events
for the current section.
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FUNDING SOURCE - Is an optional, jurisdiction defined field to identify the funding
source for the section; an example might be G for general fund.
GENERAL CODE - Is an optional, jurisdiction defined field used to identify sections of
pavement sharing common characteristics, i.e., drainage type.
INFLATION RATE - Is the inflation used throughout your jurisdiction. You may wish to
consult your financial department with this value.
INSPECTION AREA - Is the total area of the inspection unit.
INTEREST RATE - Contains the interest rate used throughout your jurisdiction.
LIFE EXTENSION - Is the number of years that a maintenance treatment extends the life
of a pavement surface.
MAINTENANCE DATE - Displays the date the maintenance was completed.
MANAGEMENT UNIT - Relates a project to a management unit.
MILEPOSTS - Display the beginning and ending points of a management section.
NEW PCI - Stores the PCI value that was calculated after a treatment was applied.
NUMBER OF SURFACE SEALS BEFORE OVERLAY - Displays the recommended
number of surface seals before the application of an overlay.
OLD PCI - Displays the pavement condition index before a treatment was applied.
OTHER - Displays the weighting factor applied to management sections with functional
classes other than arterial, collector, and residential.
OVERLAY - Displays the overlay code that corresponds to an overlay procedure.
OVERLAY CODE - Is an identifier for the treatment type; use one of the six codes from
the pop-up list that appears when this is activated.
PCI CAP - Stores the maximum PCI value that will be included in needs and scenario
calculations. If a PCI value is larger than the PCI Cap value, it will not be included.
PCI EFFECTIVENESS CUT-OFF - Contains the minimum PCI value used in calculating
the area under the projected performance curve. That area is used in ranking sections
needing work, and the area below the PCI Cut-Off value is not included in that area. It
should generally be the lowest PCI value that defines the minimum acceptable condition
for all of the pavement types and functional classification groupings.
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PCI HIGH - LOW > 25 - Is marked if the difference between the high and low PCI values
is greater than 25.
PCI HIGH VALUE - Is the maximum PCI value for an inspection unit used in the last PCI
calculation for a management unit.
PCI LOW VALUE - Is the minimum PCI value for an inspection unit used in the last PCI
calculation for a management unit.
PM% - Scenarios based on a yearly budget, this column stores the percent that has been
set aside for preventive maintenance.
REPLACEMENT COST - Is the cost per square yard to install a new pavement surface.
RESIDENTIAL $ - Indicates the cost of a stop-gap treatment per square yard when
applied to a road with a residential functional class and a given condition.
ROAD ID - Contains a two-character identifier that was assigned to the road. The
combination of Road Number, Road Name, and Road ID must be unique for each road
section.
ROAD NAME - Displays the name of the road that corresponds to the road number and
road ID. The combination of Road Number, Road Name, and Road ID must be unique
for each road section.
ROAD NUMBER - Contains the number that was assigned to a road. The combination of
Road Number, Road Name, and Road ID must be unique for each road section.
SECTION ID - Is an identifier that is unique for each section of a given street. Note that
the Street ID and the Section ID combined describe the individual section. Therefore, that
combination must be unique. The same Section ID can be reused as long as it is used in
conjunction with a different Street ID each time.
SEGMENT LENGTH - Is the length in feet of the management section.
SELECT MANAGEMENT SECTIONS - Allows you to calculate PCI values based on
selected management sections. If this button is marked, the management sections that
have had records updated since the last calculations are displayed in a grid. Select the
management sections you want included in the calculations from this grid.
SPECIAL - Check box is marked if the displayed inspection unit is non-representative of
a section as a whole.
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SPECIAL UNIT - The information will either be Y or blank. Y is an indication that this
inspection unit is in some way non-representative of the section as a whole, and would
receive a different maintenance/rehabilitation treatment from the rest of the section.
STANDARD INSPECTION UNITS - Is the typical number of inspection units that would
be used for a particular management section.
STOP-GAP APPLICATION INTERVAL - Indicates the number of years between the
applications of stop-gap treatments.
STREET ID - Is an identifier that is unique for each street. The Street ID usually bears
some similarity to the actual street name.
STREET NAME - Is the full name of the street including “Street”, “Way”, “Court” etc.
TREATMENT - Contains the type of treatment the road received or will receive.
TREATMENT COST - Is an optional field giving the cost in dollars and cents of the
treatment.
UNIT OF MEASURE - Displays the units of measure used to measure an item.
UNIT PRICE - Displays the price paid for an inventory item.
VISUAL PCI - Used to identify PCI calculations that have been determined based upon
a visual inspection. If this check box is blank, then the PCI was extrapolated based upon
the maintenance treatment that has been applied to a management section.
WEIGHTING FACTORS - Section displays the weighting factors established by your
jurisdiction for the functional classes.
YEAR OF MAINTENANCE - Stores the proposed year of a treatment.
YEARS BETWEEN CRACK SEALS - Displays the number of years between the
application of crack seals for the functional class with a specific severity.
YEARS BETWEEN SURFACE SEALS - Displays the recommended number of years
that should come between surface seal application for the functional class with the
indicated severity.
YEARS TO CALCULATE - Stores the number of years you want to include in the Budget
Needs calculation. The number of years cannot be less than 5 or more than 20.
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REPORT DEFINITIONS
ZONES - Geographical areas of the city defined by city staff to aid in the development of
a maintenance plan for residential roads.
CL - Centerline Mile - a measuring of the length of a road regardless of the width of the
road.
LM - Lane Mile - a measurement of the length of all the lanes for a given FC or area.
ACTION / TREATMENT - A proposed type of rehabilitation work that should be used on
a given road segment, based on PCI, FC and engineering evaluation.
ANNUAL BUDGET - The amount of money that is available each year to be used for
pavement maintenance. These funds can come from various sources and can vary from
year to year, although it is generally a fixed figure.