2016 Pavement Mgmt Update1

Pavement Management System Update FINAL REPORT (ELECTRONIC COPY) County of San Benito PROJECT NO. 160122 August 2016 P...

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Pavement Management System Update FINAL REPORT (ELECTRONIC COPY)

County of San Benito PROJECT NO. 160122 August 2016

Pavement Engineering Inc. You can ride on our reputation

County of San Benito 2016 PAVEMENT MANAGEMENT SYSTEM UPDATE TABLE OF CONTENTS Section

Description

I.

Executive Summary (PDF Page 3) Introduction Work Performed Findings Budget Analysis Conclusions and Recommendations

II.

Background (PDF Page 13) Pavement Design Basics Pavement Deterioration Typical Pavement Defects Pavement Maintenance Procedures Pavement Rehabilitation Procedures

III.

Pavement Management System Specifics (PDF Page 25) Background (StreetSaver) System Assumptions System Inventory Pavement Maintenance & Rehabilitation (M&R) Units Costs Annual Pavement Maintenance Rehabilitation Program Visual Evaluations System Reports System Updates

IV.

(PDF Page 32) Reference Reports Street Name Alphabetical Listing Street Name PCI

V.

GIS Toolbox (PDF Page 71)

Appendix A

Summarized System Information (PDF Page 74) Network Summary Statistics Network Replacement Cost Decision Tree

Appendix B

Budget Scenarios (5 & 10 Year) (PDF Page 92) Needs / Zero Budget Current Budget Maintain Current PCI Increase PCI by 5 Points

Appendix C

Definitions (PDF Page 131)

EXECUTIVE SUMMARY The County of San Benito currently maintains approximately 337.63 centerline miles of roads representing 39,315,883 square feet of pavement asset with a replacement value of approximately $389,002,000 as calculated by StreetSaver. Pavement Engineering Inc. (PEI) updated the County’s Pavement Management System using the Metropolitan Transportation Commission's (MTC) StreetSaver program. The purpose of a Pavement Management System is to track inventory, store work history and furnish budget estimates to optimize funding for improving the county’s pavement system. INTRODUCTION A Pavement Management System has several distinctive uses: • As a budgeting tool, a Pavement Management System uses treatment costs that are based on recently bid projects, by the participating agency, so that budgets reflect historical costs for the area. • As an inventory tool, a Pavement Management System provides a quick and easy reference for pavement areas and use. • As a pavement condition record, a Pavement Management System provides age, load-related, non-load related and climate-related pavement condition and deterioration information. The Pavement Management System uses pavement deterioration curves, based on nationwide research, which allow the program to predict a pavement’s future condition. A Pavement Management System is not capable of providing detailed engineering designs for a street. The Pavement Management System 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 County’s pavement management dollars. Project level engineering examines the pavements in significantly more detail than the visual evaluation required for the Pavement Management System Update and optimizes designs for all of the peculiar constraints of a set of project streets. When updating the Pavement Management System for the County of San Benito, PEI had three primary goals: 1. Provide an accurate and complete inventory of the County’s pavements and their condition. 2. Identify and quantify maintenance and rehabilitation needs and costs for the street system. 3. Provide on-going training and assistance

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WORK PERFORMED Pavement Distress Survey and Database Update For this update, PEI performed inspections on all County-maintained streets. inspections were completed in June 2016.

Field

PEI measured the following distress types as part of our review: alligator cracking (fatigue), block cracking, distortions, longitudinal & transverse cracking, patching & utility cut patching, rutting / depressions, weathering, and raveling. All the collected data were entered into the County’s StreetSaver® database. 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 County to determine if corrections were needed. PEI performed a quality control (QC) check on our work. PEI’s QC check usually consists of performing a field review of any street segment where the Pavement Condition Index (PCI) showed a decrease of 10 or more points or an increase of 5 or more PCI points when compared to the last inspection for the same road segment. PEI reviewed the 10 percent of the system. Each segment 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 and the street’s PCI was recalculated. FINDINGS The updated Pavement Management System showed that the County's overall average PCI is 37. The breakdown by functional classification is as follows: Functional Class Centerline Miles

Area Percent of System Average PCI (Square Feet)

Arterial

42.87

6,719,299

17.1%

46

Collector

230.06

25,769,240

65.5%

33

Local

64.71

6,827,344

17.4%

33

Total

337.63

39,315,883

100%

37

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The pie chart below shows the percentage of each functional classification and the bar chart on the following page shows function classification by PCI ranges.

Residentials 17.4% 6,827,344

Arterials 17.1% 6,719,299

Collectors 65.54% 25,769,240

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The breakdown by PCI point range is shown below.

Total System by Functional Class by PCI 13,500,000

12,225,427 31.10%

12,000,000

Arterials

9,600,877 24.42%

10,500,000

Collectors

Area (SqFt)

9,000,000

Local 7,500,000 6,000,000 4,500,000 3,000,000 1,500,000

5,587,511 14.21%

5,366,036 13.65% 3,352,320 8.53% 1,400,000 603,138 1.53% 872,654 3.56% 116,545 2.22% 0.30%

191,375 0.49%

0 100-91

90-81

80-71

70-61

60-51

50-41

40-31

30-21

20-11

10-0

PCI Range

CONDITION

PCI RANGE

% OF TOTAL

SQUARE FEET

EXCELLENT

100-91

0.30%

116,545

GOOD

90-71

3.75%

1,475,792

FAIR

70-51

12.09%

4,752,320

POOR

50-31

38.07%

14,966,913

FAILED

30-0

45.79%

18,004,313

The analysis shows that 83.86% of the County's pavement is in Poor to Failed condition. Details of each street segment are provided in the Reference Reports.

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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. Jurisdictions can outline their maintenance and rehabilitation strategy by choosing a treatment for each branch. Decision Tree Unit Prices As a minimum, recent bid tabulations should be used to determine the appropriate unit costs. Further, the unit costs include other costs such as design, construction management, contingencies or other related construction costs (ADA ramps, curb & gutters, striping etc.) to form a more comprehensive unit cost for the selected treatments. For the County of San Benito the unit costs, on the following table, were used:

TREATMENT

ARTERIAL

COLLECTOR

LOCAL

(COST/ SQYD)

(COST/ SQYD)

(COST/ SQYD)

CRACK SEAL (LF)

$1.32

$1.32

$1.32

$3.96

$2.97

$2.97

$13.66

$13.66

$13.66

LIGHT REHAB

$40.99

$31.42

$31.42

HEAVY REHAB

$61.48

$47.82

$47.82

RECONSTRUCT

$124.02

$81.84

$81.84

LIGHT MAINTENANCE HEAVY MAINTENANCE

StreetSaver assigns a treatment action and estimated cost to each street segment based on the pavement's current PCI. For this update, PEI analyzed several scenarios, which are summarized below. Unconstrained or Needs Budget As an initial starting point, it is always helpful to calculate the overall needs of the entire system. For the “Needs” analysis, the PMS computes the next recommended treatment for each street segment, the year the treatment would be applied and the estimated cost of the treatment. The total “Needs” cost for 5 years is $312,016,065. Spending this amount of money would bring the total system to a PCI of 88 over the next 5 years. We have found that this level of funding is typically far beyond available resources

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To gain a more realistic analysis of the impact on various levels of funding, PEI prepared additional budget scenarios. These include: • • • • •

Unconstrained needs Amount of funds needed to maintain current PCI Impact of the current funding amount Budget needed to increase the overall PCI level by 5 points What happens if zero dollars are spent on the City’s street system?

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For each of these scenarios, PEI performed Five-year projections, represented graphically below.

5 YEAR PROJECTION 88

85

Needs Budget (S1) AVG $62.4M/Yr

75

Increase PCI by 5 (S4) AVG $20.2M/Yr

PCI Range

65

Maintain PCI (S2) AVG $16M/Yr

55 45

42 35

37

37

25

20

Projected Budget (S3) $500K/Yr Zero Budget (S5)

15 -

2016

2017

2018

2019

2020

Year

A brief summary of the Five-year scenarios are as follows: Scenario 1 (S1):

Represents the budget required based on the “Needs” of the system. Assumes all pavements are treated at their optimum timing. (Approximately - $62.4M/yr; increases the PCI from 37 to 88.

Scenario 2 (S2):

Amount of funding to maintain current PCI of 37 – 16M/yr

Scenario 3 (S3):

Impact of the projected funding amount (averaging around $500K/yr) - Using 7% of the money for preventative maintenance, the current PCI would decline from 37 to 20, a 17 point overall drop.

Scenario 4 (S4):

Budget to increase overall PCI level by 5 points - $20.2M/yr (raises the PCI from 37 to 42).

Scenario 5 (S5):

Represents the impact to the PCI if Zero dollars are spent.

The full report for various budget scenarios can be found in Appendix B.

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For each of these scenarios, PEI performed Ten-year projections, represented graphically below.

10 YEAR PROJECTION 87

85

Needs Budget (S1) AVG $34.6M/Yr

75

Increase PCI by 5 (S4) AVG $14.5M/Yr

PCI Range

65

55

45

42 35

37 37

25

Maintain PCI (S2) AVG $12.2M/Yr Projected Budget (S3) $500K/Yr Zero Budget (S5)

15

7

5 -

2016

2017

2018

2019

2020

2021

2022

2023

2024

2025

Year

A brief summary of the 10-year scenarios are as follows: Scenario 1 (S1):

Represents the budget required based on the “Needs” of the system. Assumes all pavements are treated at their optimum timing. (Approximately - $34.6M/yr; increases the PCI from 37 to 87).

Scenario 2 (S2):

Amount of funding to maintain current PCI of 37 - $12.2M/yr

Scenario 3 (S3):

Impact of the current funding amount (averaging around $500K/yr) - Using 7% of the money for preventative maintenance, the current PCI would decline from 37 to 8, a 29 point overall drop.

Scenario 4 (S4):

Budget to increase overall PCI level by 5 points - $14.5M/yr (raises the PCI from 37 to 42).

Scenario 5 (S5):

Represents the impact to the PCI if Zero dollars are spent.

The full report for various budget scenarios can be found in Appendix B. Page |8

The following graphs illustrates the consequences of the County’s overall weighted PCI based on the projected funding.

10 Year Current Budget Consequences $500K/ year Budget $500.0 37

33

Deferred Maintenance

$400.0

$400M

35

$416M

$373M

29

30

$339.5M

$350.0

24

$307M

$256M

20

$300.0 $250.0

$222M

$200.0

25 20

17 14

$172M

11 $120M

PCI

$450.0

$150.0

40

$444M

15

10 8

10

$100.0 5

$50.0 $-

0 2016

2017

2018

2019

2020

2021

Year Deferred Maintenance (Millions fo Dollars)

2022

2023

2024

2025

Pavement Condition Index

CONCLUSIONS AND RECOMMENDATIONS This Executive Summary provides a review of the 2016 Pavement Management System Update performed by PEI. PEI inspected all of the County maintained roads and performed QC on 10 percent of the road segments in the County. The average overall PCI for the County is 37. 84% of the County's pavement is in Poor to Failed condition. To maintain the system at its current overall PCI of 37, the County will need to spend an average of $12.2M annually over the next ten years. Maintaining the projected funding level of approximately $500K annually will result in a PCI loss of 29 points in ten years to a PCI of 8. A review of the County’s street system, by functional classification, shows that the Arterial streets have the highest average PCI of 46, the Collector streets follow with an average PCI of 33, and the Local streets have an average PCI of 33. As a general rule, agencies typically try to keep their arterials in the best condition because they carry the bulk of the traffic and loading, followed by collectors, then the local streets. Moving forward, PEI recommends the County carefully evaluate the overall annual budget to determine the amount it wants to commit to pavement maintenance and rehabilitation Page |9

projects. We recommend the County set priorities for each functional classification and perhaps certain streets within each classification. This Pavement Management System will assist the County in its efforts to monitor treatments and track their effectiveness and help the County in setting future priorities and treatment policies. PEI suggests the County update it’s Pavement Management System on a regular basis and review entire system every two to three years. As the County maintains and updates its Pavement Management System, the program will become a valuable tool in its efforts to maximize performance and minimize the spending for pavements. In addition, the County will find the Pavement Management System is a great tool to communicate to the public and decision makers the condition of the pavement and the impact that the allocated funding is or will have on the County’s pavement in the future.

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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 System (PMS) 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 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. 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 methods used in California is based on a 50 percent reliability. This means that the average pavement life of all pavements constructed using the design procedure will last the design life. It also means that about half will not last that long and the other half will last longer. To express this concept, a design life is often expressed in a span of years, such as 17 to 23 years for 20-year design life.

PAVEMENT DETERIORATION Pavement deteriorates from two processes. There are fatigue and aging. The processes 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 aging process has its own set of pavement defects, which are related to the process. Fatigue The first deterioration process is fatigue from heavy axle loads. As the pavement structure flexes or bends from heavy wheel loads, the asphalt concrete layer’s ability to flex is 1

consumed. With sufficient bending, the asphalt concrete layer begins to break at the bottom. This cracking progresses upward until it reaches the surface and appears 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 is repaired with digouts. Generally, when total cumulative quantity of digouts reaches approximately 10 percent of the total area, the pavement is considered to have reached its design 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 is composed of aggregates and asphalt cement. The aggregates used are generally of fair quality and do experience some breakdown over time. Aggregate aging problems need to be addressed in maintenance procedures. The asphalt concrete binder ages as well. As the asphalt binder ages, it loses volume through loss of volatile components in the asphalt. As the volume decreases, the pavement will progressively crack from the resulting tensile strain in the layer. Normally, these cracks first show up as transverse cracks. They also show up as weak areas such as paving joints. These cracks widen and increase over time until the pavement has a checkerboard appearance. The aging process also causes the pavement to become more 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. The carrier of the oxygen is water. Water enters the pavement either from the surface or as water vapor from underneath.

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TYPICAL PAVEMENT DEFECTS StreetSaver identifies eight different Asphalt Concrete distress types. These are: 1. 2. 3. 4. 5. 6. 7. 8.

Alligator Cracking (Fatigue) Block Cracking Distortions Longitudinal and Transverse Cracking Patching and Utility Cut Patching Rutting and Depression Raveling Weathering

These defects are common to virtually the entire pavement as aging progresses. Age cracking begins with longitudinal and transverse cracking and progresses to block shrinkage cracking. For purposes of understanding the levels of these distresses, the condition level descriptions from the rating manual are included herein:

Alligator Cracking (Fatigue) 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 loadassociated 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.

3

H

Network or pattern cracking has progressed so that the pieces are well defined and spalled at the edges. Some of the pieces may rock under traffic.

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 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 cracks, alligator cracks are caused by repeated traffic loadings and therefore found only in traffic areas (i.e., wheel paths).

Severity Levels: L

Blocks are defined by low-severity* cracks.

M

Blocks are defined by medium-severity* cracks.

H

Blocks are defined by high-severity* cracks.

*See definitions of longitudinal transverse cracking.

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.

4

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.

Longitudinal and Transverse Cracking (Non-PCC Slab Joint Reflective) Description: Longitudinal cracks are parallel to the pavement’s centerline or laydown direction. They may be caused by: 1. 2.

A poorly constructed paving lane joint. 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-filling crack width is less than 10 mm (3/8 in.) or (2) filled crack of any width (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 5

(3)

A crack of any width where approximately 100 mm (4 in.) of pavement around the crack is severely broken.

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.

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: Mean Rut or Depression Depth; L

1/2" to less than 1” (13 to 25mm). 6

M

1” to less than 2” (25 to 50mm).

H

equal to or greater than 2” (over 50mm).

Raveling Description: 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.

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 mix. 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).

7

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.

8

PAVEMENT MAINTENANCE PROCEDURES Pavement maintenance procedures are designed to slow the pavement aging process. Mainly, the procedures are designed to protect the pavement from the adverse effects of water and to some extent vehicle traffic. Maintenance procedures, 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 procedures: 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. Chip seals are placed over low to moderate alligator cracks and block shrinkage cracking. Due to the distress covered by the chip seal, small areas of disbanding or failure may occur and will require patching. Cape sealed surfaces are fairly coarse compared to new paving. Due to this characteristic, they may not be acceptable to some segments of the public. 9

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. The common holding measures used by City 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 3/4 to 1 inch think and 3/8 inch aggregate is used.

PAVEMENT REHABILITATION PROCEDURES Pavement rehabilitation consists of procedures used to restore the existing pavement quality or to add additional structural support to the pavement. Rehabilitation procedures 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 procedures: Conventional Overlays Conventional overlays generally consist of surface preparation, pavement fabric and varying thicknesses of asphalt concrete. Surface preparation can consist of crack filling, pavement repairs of base failures and leveling courses. Pavement fabric is often used as a water inhibiting membrane and to retard reflective cracking. Care must be used with fabric to avoid intersections with heavy truck breaking, steep grades (generally over 8 percent), and areas where subsurface water might be trapped. 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.

10

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 RHMA is the shortened reference for Rubberized Hot Mix Asphalt. This new material uses crumb rubber mixed with 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 two inches of conventional hot mix asphalt. This is true for both structural and 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.

11

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.

12

PAVEMENT MANAGEMENT SYSTEM SPECIFICS This section discusses the characteristics of the Pavement Management System and its application for the County of San Benito. 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 System (PMS); 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 PMS if it was to be adopted and used by cities and counties. In 1983, a consultant was retained to assist MTC in determining PMS needs, PMS resources, and problems. In addition, they were to develop three basic elements of a standardized prototype PMS: 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 PMS. Since that time the program has evolved into StreetSaver. Today, the Metropolitan Transportation Commission (MTC) for California's San Francisco Bay Area 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 system 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. (FHWD) 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 1

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 a number of steps involved in implementing an effective Pavement Management System. These tasks should be completed on a periodic basis. These tasks include: 1. 2. 3. 4. 5. 6. 7.

Collect pavement condition and maintenance/rehabilitation data. Enter re-inspection data and/or applied maintenance and rehabilitation information. Check/update maintenance treatment definitions and pavement category definitions. Calculate Pavement Condition Index (PCI) Evaluate system and current Maintenance/Rehabilitation strategies. Determine Budget needs and if necessary develop alternate Budget Summaries. Present analysis outputs to funding bodies. Acquire funds and apply maintenance/rehabilitation treatments.

SYSTEM ASSUMPTIONS The goal of the Pavement Management System 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 maximum economical affect for a given subset of the system to be maintained. Using the Pavement Management System, management is able to realistically budget for economically maintaining the City’s pavement system. Annually updating maintenance activity and costs keeps the system current.

2

PAVEMENT MAINTENANCE AND REHABILITATION (M&R) UNIT COSTS The reliability and accuracy of any PMS is based on the information contained in its Decision Tree. The Decision Trees contain treatments used by the City and the costs incurred to put that treatment down. 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, soils testing and 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. Pavement Maintenance and Rehabilitation Unit Costs The following costs were used to develop the indicated budget numbers for each street segment PEI reviewed. The costs include miscellaneous work such as transitions, striping, dig outs, etc. The costs are averages. Small programs will have higher unit costs and large programs will have lower unit costs. The larger the annual program 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. The unit costs include a 15% allowance to account for engineering design fees and inspection and a 10% contingency. These prices are in today’s dollars (2016) and do not account for inflation. PAVEMENT MAINTENANCE & REHABILITATION UNIT COSTS

TREATMENT CRACK SEAL (LF)

ARTERIAL

COLLECTOR

LOCAL

(COST/ SQYD)

(COST/ SQYD)

(COST/ SQYD)

$1.32

$1.32

$1.32

$3.96

$2.97

$2.97

$13.66

$13.66

$13.66

LIGHT REHAB

$40.99

$31.42

$31.42

HEAVY REHAB

$61.48

$47.82

$47.82

RECONSTRUCT

$124.02

$81.84

$81.84

LIGHT MAINTENANCE HEAVY MAINTENANCE

*All Costs Include Surface Preparation, Design and Inspection 3

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 termed 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 Restoration 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 County of San Benito 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 overlays, light overlays, heavy maintenance, light maintenance and no action. Specifying a general treatment category allows the user to stay focused on a budget level analysis rather than moving to a project level analysis. The PMS 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 County of San Benito can be found in Appendix A of this report.

4

ANNUAL PAVEMENT MAINTENANCE / REHABILITATION PROGRAM DEVELOPMENT The PCI range of 0 to 100 is broken down into five categories for budget calculation purposes. StreetSaver default PCI breakpoints were used in the development of the County of San Benito Pavement Management System. These breakpoints are as follows:

Maintenance Treatment Type

PCI Category

PCI Ranges

Preventive Maintenance Rehabilitation

I II

Rehabilitation

III

Rehabilitation Rehabilitation

IV V

100 – 70 70> - 50 (Non-load related distresses) 70> - 50 (Non-load related distresses) 50> - 25 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. For sections falling within the preventive maintenance category (PCI 100 - 70), a time sequence is used to identify the appropriate treatment and cost. For those sections falling into rehabilitation (PCI <70), 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) 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 5

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 agencydefined 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-time curve. 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 Jacob Seely, and David Tran of PEI’s technical staff evaluated all of the pavements. The streets were rated based on the StreetSaver system described in the Background. Once the data was entered into the program, Ted Moranda completed a quality assurance review of the system and verified the results in the field. The street inventory was based on visual evaluations. SYSTEM UPDATES 6

The Pavement Management System 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 a particular street segment.

7

San Benito County Street List Alphabetical Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

ACQUISTAPACE RD

58-010

FAIRVIEW RD

END

9

2750

RMiC

ANZAR RD

5-010

CARR AVE

COLE RD

40

1960

RMaC

ANZAR RD

5-020

COLE AVE

FOREST RD

39

3550

RMaC

ANZAR RD

5-030

FOREST RD

CANNON RD

47

6625

RMaC

ANZAR RD

5-040

CANNON RD

SERLE RD

28

5280

RMaC

ANZAR RD

5-050

SERLE RD

SAN JUAN HWY

33

4890

RMaC

AROMITAS RD

18-010

QUARRY RD

COP

39

3115

RMiC

AROMITAS RD

18-020

COP

ANZAR RD

0

3650

RMiC

ARROYO SECO DR

59A-010

COMSTOCK

END

20

2128

RL

BARNES LN

161-010

SANTA ANA RD

END

36

1299

RL

BARNHEISEL RD

143-010

SHWY 156

END

11

3818

RL

BENITO RD

65-010

MCMAHON

SPRING GROVE RD

16

1695

RMiC

BEST RD

79-010

SHWY 25

0.109 N/SHWY 25

2

576

RMiC

BEST RD

79-020

0.109 N/SHWY 25

HARBERN WAY

21

3400

RMiC

BEST RD

79-030

HARBERN WAY

JOHN SMITH RD

19

3668

RMiC

BETABEL RD

163-010

NORTH END

HWY 101

39

4940

RL

BETABEL RD

163-020

HWY 101

SOUTH END

54

4055

RL

BEVERLY DR

77B-010

SUNNYSLOPE RD

SOUTH END

60

270

RL

BIXBY RD

30-010

SHWY 156

FREITAS RD

23

2660

RMaC

BIXBY RD

30-020

FREITAS RD

DUNCAN AVE

52

2700

RMaC

BLOSSOM LN

89-010

END

SOUTHSIDE RD

21

2534

RL

BOLADO RD

91-010

SOUTHSIDE RD

QUIEN SABE RD

31

3045

RMiC

BOLADO RD

91-020

QUIEN SABE RD

SHWY 25

39

2500

RMiC

BONNIEVIEW RD

128-010

SUNNYSLOPE RD

END

27

1764

RL

1

San Benito County Street List Alphabetical Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

BREEN RD

38-010

SHWY 156

END

21

4425

RL

BRIGGS RD

141-010

N HWY 25

SHWY 25

17

2769

RL

BRIGGS RD

141-020

S HWY 25

WRIGHT RD

14

1048

RL

BROWN RD

7-010

CANNON RD

MERRIL RD

51

4250

RL

BROWNS VALLEY RD

99-010

PANOCHE RD

END OF PAVEMENT

47

500

RMiC

BUENA VISTA RD

34-010

WEST END

HWY 156 W/S

23

3290

RMaC

BUENA VISTA RD

34-020

HWY 156 E/S

4535 E/O HWY 156

46

4535

RMaC

BUENA VISTA RD (1/2 CITY)

34-030

4535' E/O HWY 156

MILLER RD

77

3565

RMaC

BUENA VISTA RD (1/2 CITY)

34-040

MILLER RD

LOCUST AVE

3275

RMaC

CAGNEY RD

39-010

BREEN RD

NORTH END

34

2825

RL

CANNON RD

8-010

HWY 101

CHATEAU DR

42

2500

RMiC

CANNON RD

8-020

CHATEAU DR

BROWN ROAD

37

3325

RMiC

CANNON RD

8-030

BROWN RD

ANZAR RD

28

4320

RMiC

CARPENTER DR

162-010

FALLON RD

MCMAHON RD

17

4578

RMiC

CARR AVE

14-010

CARPENTERIA AVE

ARRIBA DR

24

4175

RMaC

CARR AVE

14-020

ARRIBA DR

ANZAR RD

39

4325

RMaC

CHAPPELL RD

72-010

75' N/O MAPLE ST

PRIMAVERA DR

66

590

RMiC

CHAPPELL RD

72-030

PACIFIC WAY

END

13

710

RMiC

CHAPPELL RD - (1/2 CITY)

72-020

PRIMAVERA DR

PACIFIC WAY

65

910

RMiC

CHURCHILL RD

57-010

END

FAIRVIEW RD

21

3125

RMiC

CIENEGA RD

83-010

UNION RD

COP 1475' S/O UNION RD

50

1460

RMaC

CIENEGA RD

83-020

COP 1475' S/O UNION RD

CIENEGA RD EXTENSION

95

550

RMaC

CIENEGA RD

83-030

CIENEGA RD EXTENSION

MONTE BELLO CT

37

2525

RMaC

CIENEGA RD

83-040

MONTE BELLO CT

HOSPITAL RD

40

2900

RMaC

2

San Benito County Street List Alphabetical Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

CIENEGA RD

83-050

HOSPITAL RD

HIDDEN VALLEY RD

60

3915

RMaC

CIENEGA RD

83-060

HIDDEN VALLEY RD

1 MI S/O HIDDEN VALLEY RD

21

5280

RMaC

CIENEGA RD

83-070

1 MI S/O HIDDEN VALLEY RD

2 MI S/O HIDDEN VALLEY RD

42

5280

RMaC

CIENEGA RD

83-080

2 MI S/O HIDDEN VALLEY RD

3 MI S/O HIDDEN VALLEY RD

38

5280

RMaC

CIENEGA RD

83-090

3 MI S/O HIDDEN VALLEY RD

4 MI S/O HIDDEN VALLEY RD

49

5280

RMaC

CIENEGA RD

83-100

4 MI S/O HIDDEN VALLEY RD

5 MI S/O HIDDEN VALLEY RD

32

5280

RMaC

CIENEGA RD

83-110

5 MI S/O HIDDEN VALLEY RD

6 MI S/O HIDDEN VALLEY RD

49

5280

RMaC

CIENEGA RD

83-120

6 MI S/O HIDDEN VALLEY RD

7 MI S/O HIDDEN VALLEY RD

35

5280

RMaC

CIENEGA RD

83-130

7 MI S/O HIDDEN VALLEY RD

8 MI S/O HIDDEN VALLEY RD

39

5280

RMaC

CIENEGA RD

83-140

8 MI S/O HIDDEN VALLEY RD

9 MI S/O HIDDEN VALLEY RD

49

5280

RMaC

CIENEGA RD

83-150

9 MI S/O HIDDEN VALLEY RD

10 MI S/O HIDDEN VALLEY RD

48

5280

RMaC

CIENEGA RD

83-160

10 MI S/O HIDDEN VALLEY RD

E/S PCC BRIDGE

42

4015

RMaC

CIENEGA RD

83-170

E/S PCC BRIDGE

THOUSAND TRAIL ENTRANCE

54

4850

RMaC

CIENEGA RD

83-180

THOUSAND TRAIL ENTRANCE

1 MI S/O THOUSAND TRAIL ENTRANCE

46

5280

RMaC

CIENEGA RD

83-190

1 MI S/O THOUSAND TRAIL ENTRANCE

2 MI S/O THOUSAND TRAIL ENTRANCE

32

5280

RMaC

CIENEGA RD

83-200

2 MI S/O THOUSAND TRAIL ENTRANCE

3 MI S/O THOUSAND TRAIL ENTRANCE

44

5280

RMaC

CIENEGA RD

83-210

3 MI S/O THOUSAND TRAIL ENTRANCE

4 MI S/O THOUSAND TRAIL ENTRANCE

36

5280

RMaC

CIENEGA RD

83-220

4 MI S/O THOUSAND TRAIL ENTRANCE

AIRLINE HWY

22

1400

RMaC

CIENEGA RD

83-400

NEVADA ST

PROMISE WAY

42

1350

RMaC

CIENEGA RD EXTENSION

83-300

0.4M S/ UNION ROAD

HOSPITAL RD

92

3115

RMaC

COALINGA RD

109-010

SHWY 25

1 MILE

23

5280

RMiC

COALINGA RD

109-020

1 MILE

2 MILE

26

5280

RMiC

COALINGA RD

109-030

2 MILE

3 MILE

27

5280

RMiC

COALINGA RD

109-040

3 MILE

4 MILE

40

5280

RMiC

3

San Benito County Street List Alphabetical Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

COALINGA RD

109-050

4 MILE

5 MILE

22

5280

RMiC

COALINGA RD

109-060

5 MILE

6 MILE

28

5280

RMiC

COALINGA RD

109-070

6 MILE

7 MILE

27

5280

RMiC

COALINGA RD

109-080

7 MILE

8 MILE

28

5280

RMiC

COALINGA RD

109-090

8 MILE

9 MILE

20

5280

RMiC

COALINGA RD

109-100

9 MILE

10 MILE

30

5280

RMiC

COALINGA RD

109-110

10 MILE

11 MILE

16

5280

RMiC

COALINGA RD

109-120

11 MILE

12 MILE

22

5280

RMiC

COALINGA RD

109-130

12 MILE

13 MILE

22

5280

RMiC

COALINGA RD

109-140

13 MILE

14 MILE

18

5280

RMiC

COALINGA RD

109-150

14 MILE

15 MILE

14

5280

RMiC

COALINGA RD

109-160

15 MILE

16 MILE

31

5280

RMiC

COALINGA RD

109-170

16 MILE

17 MILE

22

5280

RMiC

COALINGA RD

109-180

17 MILE

18 MILE

23

5280

RMiC

COALINGA RD

109-190

18 MILE

19 MILE

22

5280

RMiC

COALINGA RD

109-200

19 MILE

20 MILE

17

5280

RMiC

COALINGA RD

109-210

20 MILE

21 MILE

19

5280

RMiC

COALINGA RD

109-220

21 MILE

22 MILE

16

5280

RMiC

COALINGA RD

109-230

22 MILE

23 MILE

21

5280

RMiC

COALINGA RD

109-240

23 MILE

24 MILE

21

5280

RMiC

COALINGA RD

109-250

24 MILE

FRESNO COUNTY LINE

28

4870

RMiC

COLE RD

11-010

ANZAR RD

1 MI S/O ANZAR RD

51

5280

RMiC

COLE RD

11-020

1 MI S/O ANZAR RD

RICARDO DR

32

5600

RMiC

COLE RD

11-030

RICARDO DR

SAN JUAN RD

85

3750

RMiC

4

San Benito County Street List Alphabetical Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

COMSTOCK RD

59-010

FAIRVIEW RD

ASUYMAS CT

32

3875

RMiC

COMSTOCK RD

59-020

ASUYMAS CT

CANYON DR

54

4300

RMiC

COMSTOCK RD

59-030

CANYON DR

1 MI E/O CANYON DR

19

5280

RMiC

COMSTOCK RD

59-040

1 MI E/O CANYON DR

2 MI E/O CANYON DR

20

5280

RMiC

COMSTOCK RD

59-050

2 MI E/O CANYON DR

END

15

5716

RMiC

COTTONWOOD RD

100-010

PANOCHE RD

1 MI E/O PANOCHE

46

5280

RL

COTTONWOOD RD

100-020

1 MI E/O PANOCHE RD

2 MI E/O PANOCHE RD

78

5280

RL

COUNTY LABOR CAMP RD

41-010

SOUTHSIDE RD

650' S/O SOUTHSIDE RD

50

650

RL

COWDEN RD

90-010

HOSPITAL RD

END

47

3880

RL

CRESTVIEW LN

146-010

VALLEY VIEW RD

END

78

1056

RL

D STREET - TP

129A-010 FIFTH ST

FOURTH ST

22

350

RL

DOOLING RD

68A-010

ROSA MORADA RD

FALLON RD

18

4552

RMiC

DUNCAN AVE

26-010

LUCY BROWN LN

BIXBY RD

52

5280

RMiC

EL CAMINO PARAISO

156-010

HILLCREST RD

END

71

1300

RL

EL TORO DR

42-010

CL N / HILLCREST

N / POPPYLANE

38

1759

RL

ENTERPRISE RD

85-010

SOUTHSIDE RD

HWY 25

31

5245

RMiC

F STREET - TP

129F-010 3RD STREET

NORTH END

18

1352

RL

F STREET - TP

129F-020 END

QUIEN SABE RD

20

626

RL

FAIRVIEW RD

53-010

SAN FELIPE RD

LUDIS LN

66

5190

RPA

FAIRVIEW RD

53-020

LUDIS LN

HWY 156

50

1960

RPA

FAIRVIEW RD

53-030

HWY 156

LOS VIBORAS

38

4098

RPA

FAIRVIEW RD

53-040

LOS VIBORAS

ACQUISTAPACE RD

44

2510

RPA

FAIRVIEW RD

53-050

ACQUISTAPACE RD

SPRING GROVE RD

27

3507

RPA

FAIRVIEW RD

53-060

SPRING GROVE RD

FALLON RD

39

3545

RPA

5

San Benito County Street List Alphabetical Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

FAIRVIEW RD

53-070

FALLON RD

ROSA MORADA RD

48

3070

RPA

FAIRVIEW RD

53-080

ROSA MORADA RD

DIXIE DR

36

5700

RPA

FAIRVIEW RD

53-090

DIXIE DR

MCCLOSKY RD

33

3450

RPA

FAIRVIEW RD

53-100

MCCLOSKY RD

SANTA ANA RD

25

4775

RPA

FAIRVIEW RD

53-110

SANTA ANA RD

HILLCREST RD

24

3115

RPA

FAIRVIEW RD

53-120

HILLCREST RD

SUNNYSLOPE RD

54

2668

RPA

FAIRVIEW RD

53-130

SUNNYSLOPE RD

JOHN SMITH RD

34

2334

RPA

FAIRVIEW RD

53-140

JOHN SMITH RD

OLD RANCH RD

27

3417

RPA

FAIRVIEW RD

53-150

OLD RANCH RD

HWY 25

58

2539

RPA

FALLON RD

60-010

HOLLISTER CITY LIMIT

SCAGLIOTTI RD

36

2920

RMaC

FALLON RD

60-020

SCAGLIOTTI RD

GRANT RD

52

3613

RMaC

FALLON RD

60-030

GRANT RD

FAIRVIEW RD

43

3255

RMaC

FALLON RD

60-040

FAIRVIEW RD

CARPENTER DR

31

4530

RMiC

FALLON RD

60-050

CARPENTER DR

SPRING GROVE RD

37

2900

RMiC

FIFTH STREET - TP

129C-010 SHWY 25

D STREET - TP

39

450

RL

FIFTH STREET - TP

129D-010 F STREET

SOUTHSIDE RD

20

227

RL

FIRST STREET - TP

129G-010 END

SHWY 25

40

375

RL

FLINT RD

32-010

HWY 156

FREITAS RD

40

2675

RL

FLINT RD

32-020

FREITAS RD

NORTH END

33

1338

RL

FLYNN RD

44-010

HWY 25

COUNTY LINE

52

830

RMiC

FOOTHILL RD

55-010

ORCHARD RD

END

15

5725

RL

FOREST RD

19-010

ANZAR RD

SCHOOL RD

55

2400

RMiC

FOURTH ST

160-010

SAN JUAN HOLLISTER RD

SBT RIVER

36

4050

RPA

SHWY 25

32

360

RL

FOURTH STREET

129B-010 D STREET - TP

6

San Benito County Street List Alphabetical Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

FRAZIER LAKE RD

47-010

SHORE RD

1 MI N/O SHORE RD

41

5280

RMaC

FRAZIER LAKE RD

47-020

1 MI N/O SHORE RD

2 MI N/O SHORE RD

61

5280

RMaC

FRAZIER LAKE RD

47-030

2 MI N/O SHORE RD

3 MI N/O SHORE RD

59

5280

RMaC

FRAZIER LAKE RD

47-040

3 MI N/O SHORE RD

SCL CO LN

56

2102

RMaC

FREITAS RD

31-010

BIXBY RD

FLINT RD

49

5280

RMaC

FREITAS RD

31-020

FLINT RD

MITCHELL RD

33

4700

RMaC

FRYE LANE

51-010

SHORE RD

SOUTH END

21

3180

RMiC

GARDEN AVE

16-010

CARPENTERIA AVE

END

33

480

RL

GARDENIA LN

73B-010

SANTA ANA RD

SOUTH END

54

740

RL

GRANT RD

62-010

FALLON RD

NORTH END

21

4784

RL

GRASS VALLEY RD

87-010

CIENEGA RD

1 MI W/O CIENEGA RD

20

5280

RL

GRASS VALLEY RD

87-020

1 MI W/O CIENEGA RD

END

19

4150

RL

HARBERN WAY

79A-010

END

BEST RD

18

2398

RL

HIGHLAND DR

124-010

FARRAGOT DR

SUNNYSLOPE RD

17

1200

RL

HILL TOP RD

135-010

VALLEY VIEW RD

EAST END

13

507

RL

HILLCREST RD

76-010

CL .04 E/BUSBY CT

CL 0.3M W/FAIRVIEW RD

84

3532

RPA

HILLSIDE RD

140-010

SAN JUAN CYN RD NORTH

SAN JUAN CYN RD SOUTH

39

4340

RL

HOSPITAL RD

84-010

CIENEGA RD

EAST END

28

2331

RMiC

HOSPITAL RD

84-020

WEST END

SOUTHSIDE RD

78

1445

RMiC

HUDNER LN

46-010

HWY 25

RR TRACKS

31

4550

RL

HUDNER LN

46-020

RR TRACKS

END COUNTY LINE

25

830

RL

JOHN SMITH RD

78-010

FAIRVIEW RD

COP

48

2450

RMaC

JOHN SMITH RD

78-020

COP

BEST RD

89

5230

RMaC

JOHN SMITH RD

78-030

BEST RD

COP E/O LANDFILL ENTRANCE

87

4240

RMaC

7

San Benito County Street List Alphabetical Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

JOHN SMITH RD

78-040

COP E/O LANDFILL ENTRANCE

1 MI E/LANDFILL ENT.

24

5280

RMaC

JOHN SMITH RD

78-050

1 MI E/LANDFILL ENT.

2 MI E/LANDFILL ENT.

26

5280

RMaC

JOHN SMITH RD

78-060

2 MI E/LANDFILL ENT.

SANTA ANA VALLEY RD

43

3620

RMaC

KING CITY RD

113-010

MONTEREY CO LINE

1 MI E MO CO LN

31

5280

RMiA

KING CITY RD

113-020

1 MI E MO CO LN

2 MI E MO CO LN

29

5280

RMiA

KING CITY RD

113-030

2 MI E MO CO LN

3 MI E MO CO LN

37

5280

RMiA

KING CITY RD

113-040

3 MI E MO CO LN

4 MI E MO CO LN

29

5280

RMiA

KING CITY RD

113-050

4 MI E MO CO LN

5 MI E MO CO LN

40

5280

RMiA

KING CITY RD

113-060

5 MI E MO CO LN

HWY 25

41

3240

RMiA

KT ROAD

139-010

THOMAS RD

SOUTH END

37

2900

RL

LADD LANE

136-010

SOUTHSIDE RD

SOUTH END

78

680

RL

LAKE ROAD

48-010

SHORE RD

NORTH END

10

4901

RL

LEWIS CREEK RD

133-010

SHWY 25

1 MI E/O HWY 25

44

5280

RL

LEWIS CREEK RD

133-020

1 MI E/O HWY 25

2 MI E/O HWY 25

36

5280

RL

LEWIS CREEK RD

133-030

2 MI E/O HWY 25

3 MI E/O HWY 25

29

5280

RL

LEWIS CREEK RD

133-040

3 MI E/O HWY 25

4 MI E/O HWY 25

37

5280

RL

LEWIS CREEK RD

133-050

4 MI E/O HWY 25

5 MI E/O HWY 25

45

5280

RL

LEWIS CREEK RD

133-060

5 MI E/O HWY 25

END CO RD

34

1723

RL

LIMEKILN RD

95-010

CIENEGA RD

1 MI S/ CIENEGA RD

34

5280

RL

LIMEKILN RD

95-020

1 MI S/ CIENEGA RD

SOUTH END

31

2400

RL

LITTLE MERRILL RD

10-010

ROCKS RD

NORTH END

23

1730

RL

LITTLE PANOCHE RD

101-010

PANOCHE RD

1 MI N/ PANOCHE RD

22

5280

RMaC

LITTLE PANOCHE RD

101-020

1 MI N/ PANOCHE RD

2 MI N/ PANOCHE RD

11

5280

RMaC

LITTLE PANOCHE RD

101-030

2 MI N/ PANOCHE RD

3 MI N/ PANOCHE RD

17

5280

RMaC

8

San Benito County Street List Alphabetical Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

LITTLE PANOCHE RD

101-040

3 MI N/ PANOCHE RD

4 MI N/ PANOCHE RD

17

5280

RMaC

LITTLE PANOCHE RD

101-050

4 MI N/ PANOCHE RD

5 MI N/ PANOCHE RD

27

5280

RMaC

LITTLE PANOCHE RD

101-060

5 MI N/ PANOCHE RD

6 MI N/ PANOCHE RD

23

5280

RMaC

LITTLE PANOCHE RD

101-070

6 MI N/ PANOCHE RD

FRESNO CO LN

23

1033

RMaC

LIVE OAK RD

137-010

HWY 25

WEST END

29

1483

RL

LOMA VISTA AVE

145-010

VALLEY VIEW RD

END

18

1051

RL

LONE TREE RD

69-010

FAIRVIEW RD

MAGLADRY RD

35

2650

RMiC

LONE TREE RD

69-020

MAGLADRY RD

1 MI E/O MAGLADRY RD

46

5280

RMiC

LONE TREE RD

69-030

1 MI E/O MAGLADRY RD

2 MI E/O MAGLADRY RD

34

5280

RMiC

LONE TREE RD

69-040

2 MI E/O MAGLADRY RD

3 MI E/O MAGLADRY RD

17

5280

RMiC

LONE TREE RD

69-050

3 MI E/O MAGLADRY RD

4 MI E/O MAGLADRY RD

18

5280

RMiC

LONE TREE RD

69-060

4 MI E/O MAGLADRY RD

5 MI E/O MAGLADRY RD

19

5280

RMiC

LONE TREE RD

69-070

5 MI E/O MAGLADRY RD

6 MI E/O MAGLADRY RD

17

5280

RMiC

LONE TREE RD

69-080

6 MI E/O MAGLADRY RD

7 MI E/O MAGLADRY RD

19

5280

RMiC

LONE TREE RD

69-090

7 MI E/O MAGLADRY RD

8 MI E/O MAGLADRY RD

12

5280

RMiC

LONE TREE RD

69-100

8 MI E/O MAGLADRY RD

9 MI E/O MAGLADRY RD

14

5280

RMiC

LONE TREE RD

69-110

9 MI E/O MAGLADRY RD

10 MI E/O MAGLADRY RD

20

5280

RMiC

LONE TREE RD

69-120

10 MI E/O MAGLADRY RD

11 MI E/O MAGLADRY RD

8

820

RMiC

LONOAK/KING CITY RD

152-010

MON CO LN WEST

1 MI E/O MON CO LN

21

5280

RMiA

LONOAK/KING CITY RD

152-020

1 MI E/O MON CO LN

2 MI E/O MON CO LN

20

5280

RMiA

LONOAK/KING CITY RD

152-030

2 MI E/O MON CO LN

3 MI E/O MON CO LN

26

5280

RMiA

LONOAK/KING CITY RD

152-040

3 MI E/O MON CO LN

4 MI E/O MON CO LN

23

5280

RMiA

LONOAK/KING CITY RD

152-050

4 MI E/O MON CO LN

MON CO LN EAST

17

3240

RMiA

LOS VIBORAS RD

56-010

FAIRVIEW RD

JENNY LN

35

2850

RMiC

9

San Benito County Street List Alphabetical Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

LOS VIBORAS RD

56-020

FAIRVIEW RD

END

35

2907

RMiC

LOVERS LANE RD

50-010

SHORE RD

1 MI N/O SHORE RD

31

5280

RMiC

LOVERS LANE RD

50-020

1 MI N/O SHORE RD

2 MI N/O SHORE RD

33

5280

RMiC

LOVERS LANE RD

50-030

2 MI N/O SHORE RD

SANTA CLARA CO LINE

35

1485

RMiC

LUCY BROWN LN

25-010

HWY 156

OLYMPIA AVE

37

3905

RMaC

LUCY BROWN LN

25-020

OLYMPIA AVE

SAN JUSTO RD

49

1725

RMaC

LUCY BROWN LN

25-030

SAN JUSTO RD

END

13

975

RL

MAGLADRY RD

70-010

RODRIQUEZ CT

LONE TREE RD

63

3650

RL

MAGLADRY RD

70-020

LONE TREE RD

SOUTH END

33

2639

RL

MANSFIELD RD

75-010

FAIRVIEW RD

END

22

2662

RL

MCCLOSKEY RD

71-010

1000' E/O SAN FELIPE RD

1 MILE FROM START

26

5280

RMaC

MCCLOSKEY RD

71-020

1 MILE FROM START

FAIRVIEW RD

33

4525

RMaC

MCCONNELL RD

45-010

HWY 25

HWY 156

3

300

RL

MCMAHON RD

64-010

FALLON RD

END

30

4315

RL

MERIDIAN ST

53A-010

END

FAIRVIEW RD

70

1500

RL

MERRILL RD

6-010

SEARLE RD

BROWN RD

40

4475

RL

MERRILL RD

6-020

BROWN RD

HWY 156

41

4000

RL

MILLER RD

35-010

BUENA VISTA RD

WEST SIDE RD

11

1188

RMiC

MISSION VINEYARD RD

28-010

THE ALAMEDA

SAN JUAN HOLLISTER

38

5650

RMiC

MITCHELL RD

33-010

HWY 156

FREITAS RD

45

2556

RMaC

MITCHELL RD

33-020

FREITAS RD

END

47

740

RL

MONTEREY ST

29-010

HWY 156

CL @ MUCKLEMI ST

74

212

RMiA

DOOLING RD

END

16

2400

RL

SHWY 25

1 MI E/O HWY 25

27

5280

RL

MORADA LN

68B-010

MURPHY RD

93-010

10

San Benito County Street List Alphabetical Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

13

3580

RL

MURPHY RD

93-020

1 MI E/O HWY 25

WEST END

NASH RD

82-010

RIVERSIDE RD

PCC BRIDGE

2150

RMiC

NASH RD

82-020

S/PCC BRIDGE

N/PCC BRIDGE

310

RMiC

NASH RD

82-030

PCC BRIDGE

CITY LIMIT

380

RMiC

NEW IDRIA RD

107-010

PANOCHE RD

1 MI S/ PANOCHE RD

23

5280

RMiC

NEW IDRIA RD

107-020

1 MI S/ PANOCHE RD

2 MI S/ PANOCHE RD

20

5280

RMiC

NEW IDRIA RD

107-030

2 MI S/ PANOCHE RD

3 MI S/ PANOCHE RD

25

5280

RMiC

NEW IDRIA RD

107-040

3 MI S/ PANOCHE RD

4 MI S/ PANOCHE RD

15

5280

RMiC

NEW IDRIA RD

107-050

4 MI S/ PANOCHE RD

5 MI S/ PANOCHE RD

25

5280

RMiC

NEW IDRIA RD

107-060

5 MI S/ PANOCHE RD

6 MI S/ PANOCHE RD

14

5280

RMiC

NEW IDRIA RD

107-070

6 MI S/ PANOCHE RD

7 MI S/ PANOCHE RD

17

5280

RMiC

NEW IDRIA RD

107-080

7 MI S/ PANOCHE RD

8 MI S/ PANOCHE RD

14

5280

RMiC

NEW IDRIA RD

107-090

8 MI S/ PANOCHE RD

9 MI S/ PANOCHE RD

15

5280

RMiC

NEW IDRIA RD

107-100

9 MI S/ PANOCHE RD

10 MI S/ PANOCHE RD

16

5280

RMiC

NEW IDRIA RD

107-110

10 MI S/ PANOCHE RD

11 MI S/ PANOCHE RD

14

5280

RMiC

NEW IDRIA RD

107-120

11 MI S/ PANOCHE RD

12 MI S/ PANOCHE RD

14

5280

RMiC

NEW IDRIA RD

107-130

12 MI S/ PANOCHE RD

13 MI S/ PANOCHE RD

12

5280

RMiC

NEW IDRIA RD

107-140

13 MI S/ PANOCHE RD

14 MI S/ PANOCHE RD

8

5280

RMiC

NEW IDRIA RD

107-150

14 MI S/ PANOCHE RD

15 MI S/ PANOCHE RD

45

5280

RMiC

NEW IDRIA RD

107-160

15 MI S/ PANOCHE RD

16 MI S/ PANOCHE RD

68

5280

RMiC

NEW IDRIA RD

107-170

16 MI S/ PANOCHE RD

17 MI S/ PANOCHE RD

11

5280

RMiC

NEW IDRIA RD

107-180

17 MI S/ PANOCHE RD

18 MI S/ PANOCHE RD

18

5280

RMiC

NEW IDRIA RD

107-190

18 MI S/ PANOCHE RD

19 MI S/ PANOCHE RD

17

5280

RMiC

NEW IDRIA RD

107-200

19 MI S/ PANOCHE RD

20 MI S/ PANOCHE RD

20

5280

RMiC

11

San Benito County Street List Alphabetical Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

NEW IDRIA RD

107-210

20 MI S/ PANOCHE RD

END AT CATTLE GUARD

23

2950

RMiC

NORTH CHAPPELL RD - (1/2 CITY)

72-040

0.04M E/KIRKPATRICK DR

END

13

725

RMiC

NORTH FORK RD

67-010

END OF PAVEMENT

W/S BRIDGE (MON CO LN)

21

5500

RL

NORTH FORK RD

67-020

W/S BRIDGE (MON CO LN)

1 MI E/O BRIDGE

20

5280

RL

NORTH FORK RD

67-030

1 MI E/O BRIDGE

HWY 198

14

4715

RL

OLD AIRLINE HWY

150-010

CIENEGA RD

1 MI S/O CIENEGA RD

22

5280

RMiC

OLD AIRLINE HWY

150-020

1 MI S/O CIENEGA RD

2 MI S/O CIENEGA RD

24

5280

RMiC

OLD AIRLINE HWY

150-030

2 MI S/O CIENEGA RD

SHWY 25

24

1368

RMiC

OLD HERNANDEZ RD

110-010

WILLOW CREEK RD

1 MI E/O WILL CREEK RD

26

5280

RMiC

OLD HERNANDEZ RD

110-020

1 MI E/O WILLOW CREEK RD

2 MI E/O WILLOW CREEK RD

25

5280

RMiC

OLD HERNANDEZ RD

110-030

2 MI E/O WILLOW CREEK RD

3 MI E/O WILLOW CREEK RD

31

5280

RMiC

OLD HERNANDEZ RD

110-040

3 MI E/O WILLOW CREEK RD

END OF PAVEMENT

24

2080

RMiC

OLD HERNANDEZ RD

110-210

START OF PAVEMENT

1 MI S/ PAVEMENT

24

5070

RMiC

OLD HERNANDEZ RD

110-220

1 MI S/ PAVEMENT

2 MI S/ PAVEMENT

21

5280

RMiC

OLD HERNANDEZ RD

110-230

2 MI S/ PAVEMENT

3 MI S/ PAVEMENT

23

5280

RMiC

OLD HERNANDEZ RD

110-240

3 MI S/ PAVEMENT

4 MI S/ PAVEMENT

30

5280

RMiC

OLD HERNANDEZ RD

110-250

4 MI S/ PAVEMENT

COALINGA RD

24

5425

RMiC

OLYMPIA RD

27-010

LUCY BROWN LN

BIXBY RD

52

5280

RMiC

ORCHARD RD

54-010

FAIRVIEW RD

1 MI N/ FAIRVIEW RD

53

5280

RMiC

ORCHARD RD

54-020

1 MI N/ FAIRVIEW RD

FOOTHILL RD

32

3450

RMiC

ORCHARD RD

54-030

FOOTHILL RD

PRIVATE ROAD

12

3117

RMiC

PACHECO HWY

159-010

PAVEMENT END NORTH

FAIRVIEW RD

27

3739

RL

PACHECO HWY

159-020

FAIRVIEW RD

1 MI S FAIRVIEW RD

36

5280

RL

PACHECO HWY

159-030

1 MI S FAIRVIEW RD

ROAD Q

33

1670

RL

12

San Benito County Street List Alphabetical Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

PAJARO RD

142-010

HWY 129

END

52

415

RL

PAN TEMPO WAY

69A-010

LONE TREE RD

SOUTH END

17

2308

RL

PANOCHE RD

98-010

SHWY RTE 25

1 MI E/SHWY 25

28

5280

RMaC

PANOCHE RD

98-020

1 MI E/SHWY 25

2 MI E/SHWY 25

27

5280

RMaC

PANOCHE RD

98-030

2 MI E/SHWY 25

3 MI E/SHWY 25

31

5280

RMaC

PANOCHE RD

98-040

3 MI E/SHWY 25

4 MI E/SHWY 25

41

5280

RMaC

PANOCHE RD

98-050

4 MI E/SHWY 25

5 MI E/SHWY 25

28

5280

RMaC

PANOCHE RD

98-060

5 MI E/SHWY 25

6 MI E/SHWY 25

33

5280

RMaC

PANOCHE RD

98-070

6 MI E/SHWY 25

7 MI E/SHWY 25

38

5280

RMaC

PANOCHE RD

98-080

7 MI E/SHWY 25

8 MI E/SHWY 25

37

5280

RMaC

PANOCHE RD

98-090

8 MI E/SHWY 25

9 MI E/SHWY 25

29

5280

RMaC

PANOCHE RD

98-100

9 MI E/SHWY 25

10 MI E/SHWY 25

36

5280

RMaC

PANOCHE RD

98-110

10 MI E/SHWY 25

11 MI E/SHWY 25

51

5280

RMaC

PANOCHE RD

98-120

11 MI E/SHWY 25

12 MI E/SHWY 25

59

5280

RMaC

PANOCHE RD

98-130

12 MI E/SHWY 25

13 MI E/SHWY 25

60

5280

RMaC

PANOCHE RD

98-140

13 MI E/SHWY 25

14 MI E/SHWY 25

26

5280

RMaC

PANOCHE RD

98-150

14 MI E/SHWY 25

15 MI E/SHWY 25

32

5280

RMaC

PANOCHE RD

98-160

15 MI E/SHWY 25

16 MI E/SHWY 25

23

5280

RMaC

PANOCHE RD

98-170

16 MI E/SHWY 25

17 MI E/SHWY 25

18

5280

RMaC

PANOCHE RD

98-180

17 MI E/SHWY 25

18 MI E/SHWY 25

20

5280

RMaC

PANOCHE RD

98-190

18 MI E/SHWY 25

19 MI E/SHWY 25

17

5280

RMaC

PANOCHE RD

98-200

19 MI E/SHWY 25

20 MI E/SHWY 25

23

5280

RMaC

PANOCHE RD

98-210

20 MI E/SHWY 25

21 MI E/SHWY 25

32

5280

RMaC

PANOCHE RD

98-220

21 MI E/SHWY 25

22 MI E/SHWY 25

28

5280

RMaC

13

San Benito County Street List Alphabetical Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

PANOCHE RD

98-230

22 MI E/SHWY 25

23 MI E/SHWY 25

23

5280

RMaC

PANOCHE RD

98-240

23 MI E/SHWY 25

24 MI E/SHWY 25

24

5280

RMaC

PANOCHE RD

98-250

24 MI E/SHWY 25

25 MI E/SHWY 25

20

5280

RMaC

PANOCHE RD

98-260

25 MI E/SHWY 25

26 MI E/SHWY 25

19

5280

RMaC

PANOCHE RD

98-270

26 MI E/SHWY 25

27 MI E/SHWY 25

19

5280

RMaC

PANOCHE RD

98-280

27 MI E/SHWY 25

LITTLE PANOCHE RD

19

4850

RMaC

PANOCHE RD

98-290

LITTLE PANOCHE RD

NORTON RD

21

5240

RMaC

PANOCHE RD

98-300

NORTON RD

1 MI E/ NORTON RD

13

5280

RMaC

PANOCHE RD

98-310

1 MI E/ NORTON RD

NEW IDRIA RD

22

5496

RMaC

PANOCHE RD

98-320

NEW IDRIA RD

1 MI E/ NEW IDRIA RD

35

5280

RMaC

PANOCHE RD

98-330

1 MI E/ NEW IDRIA RD

2 MI E/ NEW IDRIA RD

19

5280

RMaC

PANOCHE RD

98-340

2 MI E/ NEW IDRIA RD

END OF PAVEMENT

31

3425

RMaC

PAYNE RD

21-010

SCHOOL RD

END

27

1700

RL

PINE TREE AVE

117-010

CARPENTERIA AVE

END

27

550

RL

PRESCOTT RD

24-010

SAN JUAN HWY

SAN JUSTO RD

54

2545

RMiC

QUARRY RD

17-010

CARPENTERIA AVE

END CO ROAD

43

3375

RMaC

QUIEN SABE RD

92-010

BOLADO RD

SHWY 25

34

1405

RMiC

QUIEN SABE RD

92-020

SHWY 25

1 MI E/ HWY 25

33

5280

RMiC

QUIEN SABE RD

92-030

1 MI E/ HWY 25

2 MI E/ HWY 25

29

5280

RMiC

QUIEN SABE RD

92-040

2 MI E/ HWY 25

3 MI E/ HWY 25

20

5280

RMiC

QUIEN SABE RD

92-050

3 MI E/ HWY 25

SANTA ANA VALLEY RD

19

2164

RMiC

QUIEN SABE RD

92-060

SANTA ANA VALLEY RD

1 MI E/ SANTA ANA VALLEY RD

24

5280

RMiC

QUIEN SABE RD

92-070

1 MI E/ SANTA ANA VALLEY RD

2 MI E/ SANTA ANA VALLEY RD

36

5280

RMiC

QUIEN SABE RD

92-080

2 MI E/ SANTA ANA VALLEY RD

3 MI E/ SANTA ANA VALLEY RD

29

5280

RMiC

14

San Benito County Street List Alphabetical Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

QUIEN SABE RD

92-090

3 MI E/ SANTA ANA VALLEY RD

4 MI E/ SANTA ANA VALLEY RD

21

5280

RMiC

QUIEN SABE RD

92-100

4 MI E/ SANTA ANA VALLEY RD

5 MI E/ SANTA ANA VALLEY RD

23

5280

RMiC

QUIEN SABE RD

92-110

5 MI E/ SANTA ANA VALLEY RD

QUIEN SABE RANCH RD

28

1200

RMiC

QUIEN SABE RD

92L-010

FIRST STREET

HWY 25

45

383

RL

RIVEROAKS RD

158-010

HWY 129

HWY 129

35

597

RL

RIVERSIDE RD

81-010

NORTH END

NASH ROAD

35

3140

RMiC

RIVERSIDE RD

81-020

NASH ROAD

UNION RD

26

3375

RMiC

ROCKS ROAD

9-010

HWY 101

LITTLE MERRILL RD

36

4400

RMiC

ROCKS ROAD

9-020

LITTLE MERRILL RD

1 MI E/ LITTLE MERRILL RD

36

5280

RMiC

ROCKS ROAD

9-030

1 MI E/ LITTLE MERRILL RD

END OF PAVEMENT

44

2340

RMiC

ROSA MORADA RD

68-010

FAIRVIEW RD

DOOLING RD

21

2655

RMiC

ROSA MORADA RD

68-020

DOOLING RD

END

28

2700

RMiC

ROSE AVE

15-010

CARPENTERIA AVE

END

34

950

RL

SALINAS RD

3-010

CL @ SAN JUAN-HOLLISTER RD

MISSION VINEYARD

26

1225

RMaC

SALINAS RD

3-020

SAN JUAN CYN RD

1 MI W/ SAN JUAN CYN RD

38

5280

RMaC

SALINAS RD

3-030

1 MI W/ SAN JUAN CYN RD

2 MI W/ SAN JUAN CYN RD

22

5280

RMaC

SALINAS RD

3-040

2 MI W/ SAN JUAN CYN RD

3 MI W/ SAN JUAN CYN RD

22

5280

RMaC

SALINAS RD

3-050

3 MI W/ SAN JUAN CYN RD

4 MI W/ SAN JUAN CYN RD

28

5280

RMaC

SALINAS RD

3-060

4 MI W/ SAN JUAN CYN RD

MON CO LN

18

1162

RMaC

SAN BENITO LATERAL

111-010

SHWY 25

OLD HERNANDEZ RD

29

3428

RL

SAN BENITO ST.

122-010

CL S/ NASH

SOUTHSIDE RD

43

3575

RPA

SAN BENITO ST.

122-020

SOUTHSIDE RD

UNION RD

51

775

RPA

SAN FELIPE RD (NB)

52N-010

0.9 N/FALLON RD

HWY 156

62

3170

RPA

SAN FELIPE RD (NB)

52N-020

HWY 156

1 MI N/ HWY 156

62

5280

RMaC

15

San Benito County Street List Alphabetical Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

SAN FELIPE RD (NB)

52N-030

1 MI N/ HWY 156

2 MI N/ HWY 156

59

5280

RMaC

SAN FELIPE RD (NB)

52N-040

2 MI N/ HWY 156

FAIRVIEW RD

43

1575

RMaC

SAN FELIPE RD (NB)

52N-050

FAIRVIEW RD

1 MI N/ FAIRVIEW RD

38

5280

RMaC

SAN FELIPE RD (NB)

52N-060

1 MI N/ FAIRVIEW RD

SANTA CLARA CO LINE

37

1910

RMaC

SAN FELIPE RD (SB)

52S-010

HWY 156

3160' S/ HWY 156

54

3160

RPA

SAN JUAN CYN RD

2-010

SALINAS RD

END PCC

50

1800

RMaC

SAN JUAN CYN RD

2-020

END PCC

1 MI S/O PCC

23

5280

RMaC

SAN JUAN CYN RD

2-030

1 MI S/O PCC

2 MI S/O PCC

25

5280

RMaC

SAN JUAN CYN RD

2-040

2 MI S/O PCC

3 MI S/O PCC

30

5280

RMaC

SAN JUAN CYN RD

2-050

3 MI S/O PCC

4 MI S/O PCC

25

5280

RMaC

SAN JUAN CYN RD

2-060

4 MI S/O PCC

5 MI S/O PCC

28

5280

RMaC

SAN JUAN CYN RD

2-070

5 MI S/O PCC

6 MI S/O PCC

38

5280

RMaC

SAN JUAN CYN RD

2-080

6 MI S/O PCC

7 MI S/O PCC

27

5280

RMaC

SAN JUAN CYN RD

2-090

7 MI S/O PCC

8 MI S/O PCC

40

5280

RMaC

SAN JUAN CYN RD

2-100

8 MI S/O PCC

9 MI S/O PCC

38

5280

RMaC

SAN JUAN CYN RD

2-110

9 MI S PCC

STATE PARK GATE

40

3245

RMaC

SAN JUAN HWY

4-010

CL 0.3M S/PRESCOTT R

1 MI N/ CL

59

5280

RPA

SAN JUAN HWY

4-020

1 MI N/ CL

ANZAR RD

63

4250

RPA

SAN JUAN HWY

4-030

ANZAR RD

HWY 101

55

4175

RPA

SAN JUSTO RD

23-010

SAN JUAN HWY

1 MI S/ SAN JUAN HWY

59

5280

RMaC

SAN JUSTO RD

23-020

1 MI S/ SAN JUAN HWY

PRESCOTT RD

62

1870

RMaC

SAN JUSTO RD

23-030

PRESCOTT RD

1 MI S/ PRESCOTT RD

49

5280

RMaC

SAN JUSTO RD

23-040

1 MI S/ PRESCOTT RD

LUCY BROWN LN

25

4190

RMaC

SANTA ANA RD

73-010

CL E/ SCHOOL

W/C W/ CAREY WAY

32

4530

RMaC

16

San Benito County Street List Alphabetical Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

SANTA ANA RD

73-020

W/C W/ CAREY WAY

FAIRVIEW RD

39

1458

RMaC

SANTA ANA VALLEY RD

130-010

FAIRVIEW RD

RODEO DR

27

5375

RMiC

SANTA ANA VALLEY RD

130-020

RODEO DR

1 MI S/ RODEO DR

18

5280

RMiC

SANTA ANA VALLEY RD

130-030

1 MI S/ RODEO DR

2 MI S/ RODEO DR

18

5280

RMiC

SANTA ANA VALLEY RD

130-040

2 MI S/ RODEO DR

3 MI S/ RODEO DR

22

5280

RMiC

SANTA ANA VALLEY RD

130-050

3 MI S/ RODEO DR

4 MI S/ RODEO DR

21

5280

RMiC

SANTA ANA VALLEY RD

130-060

4 MI S/ RODEO DR

JOHN SMITH RD

20

3550

RMiC

SANTA ANA VALLEY RD

130-070

JOHN SMITH RD

1 MI S/ JOHN SMITH RD

26

5280

RMiC

SANTA ANA VALLEY RD

130-080

1 MI S/ JOHN SMITH RD

QUIEN SABE RD

19

4100

RMiC

SANTA ANITA RD

74-010

QUIEN SABE RD

1 MI S/ QUIEN SABE RD

23

5280

RL

SANTA ANITA RD

74-020

1 MI S/ QUIEN SABE RD

2 MI S/ QUIEN SABE RD

29

5280

RL

SANTA ANITA RD

74-030

2 MI S/ QUIEN SABE RD

3 MI S/ QUIEN SABE RD

24

5280

RL

SANTA ANITA RD

74-040

3 MI S/ QUIEN SABE RD

4 MI S/ QUIEN SABE RD

25

5280

RL

SANTA ANITA RD

74-050

4 MI S/ QUIEN SABE RD

5 MI S/ QUIEN SABE RD

30

5280

RL

SANTA ANITA RD

74-060

5 MI S/ QUIEN SABE RD

6 MI S/ QUIEN SABE RD

34

5280

RL

SANTA ROSA DR

157-010

FALLON RD

END

84

825

RL

SCAGLIOTTI RD

61-010

END

FALLON RD

10

4930

RL

SCHOOL RD

20-010

HWY 129

FOREST RD

34

4305

RL

SCHOOL RD

20-020

FOREST RD

1 MI S/ FOREST RD

19

5280

RL

SCHOOL RD

20-030

1 MI S/ FOREST RD

2 MI S/ FOREST RD

35

5280

RL

SCHOOL RD

20-040

2 MI S/ FOREST RD

ANZAR RD

36

2760

RL

SEARLE RD

154-010

HWY 129

ANZAR RD

11

3830

RMiC

SEARLE RD

154-020

ANZAR RD

1 MI S/ ANZAR RD

42

5280

RMiC

SEARLE RD

154-030

1 MI S/ ANZAR RD

HWY 156

53

1000

RMiC

17

San Benito County Street List Alphabetical Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

SEELY AVE

13-010

CARPENTERIA AVE

END

34

3625

RL

SHORE RD

49-010

HWY 25

1 MI E/ HWY 25

59

5280

RMiA

SHORE RD

49-020

1 MI E/ HWY 25

2 MI E/ HWY 25

46

5280

RMiA

SHORE RD

49-030

2 MI E/ HWY 25

3 MI E/ HWY 25

34

5280

RMiA

SHORE RD

49-040

3 MI E/ HWY 25

SAN FELIPE RD

53

4250

RMiA

SJ/HOLL (JUNKYD - PONDS)

151-010

FOURTH ST W

FOURTH ST E

38

3460

RL

SJ/HOLL (SJ CYN RD - 156)

151C-010 THE ALAMEDA

MISSION VINEYARD

26

3975

RL

SJ/HOLL (UNION-4TH ST.)

151B-010 UNION RD

HWY 156

44

5590

RL

SNYDER AVE

12-010

CARPENTERIA AVE

END

35

3596

RL

SOUTHSIDE RD

86-010

CAROUSEL DR

UNION RD

63

1150

RMiA

SOUTHSIDE RD

86-020

UNION RD

ENTERPRISE RD

50

1180

RMiA

SOUTHSIDE RD

86-030

ENTERPRISE RD

CO LABOR CAMP RD

44

2350

RMiA

SOUTHSIDE RD

86-040

CO LABOR CAMP RD

BLOSSOM LN NORTH

66

3625

RMiA

SOUTHSIDE RD

86-050

BLOSSOM LN NORTH

BLOSSOM RD SOUTH

71

5540

RMiA

SOUTHSIDE RD

86-060

BLOSSOM RD SOUTH

1 MI S/ BLOSSOM RD SOUTH

77

5280

RMiA

SOUTHSIDE RD

86-070

1 MI S/ BLOSSOM RD SOUTH

W/S PCC BRIDGE

84

2425

RMiA

SOUTHSIDE RD

86-080

W/S PCC BRIDGE

E/S PCC BRIDGE

89

350

RMiA

SOUTHSIDE RD

86-090

E/S PCC BRIDGE

1 MI E/ PCC BRIDGE

37

5280

RMiA

SOUTHSIDE RD

86-100

1 MI E/ PCC BRIDGE

W/S PCC BRIDGE

27

3640

RMiA

SOUTHSIDE RD

86-110

W/S PCC BRIDGE

E/S PCC BRIDGE

77

620

RMiA

SOUTHSIDE RD

86-120

E/S PCC BRIDGE

SHWY 25

56

1775

RMiA

SPRING GROVE RD

63-010

FAIRVIEW RD

FALLON RD

44

3850

RL

SPRING GROVE RD

63-020

FALLON RD

BENITO RD

28

4115

RL

SPRING GROVE RD

63-030

BENITO RD

END

19

1775

RL

18

San Benito County Street List Alphabetical Street Name SUNNYSLOPE RD THIRD STREET - TP

Section ID 77-010

Inspected PCI

Length

Functional Class

FAIRVIEW RD

79

1701

RPA

END

22

390

RL

From

To

CITY LIMIT

129 E-010 F STREET

THOMAS RD

88-010

SOUTHSIDE RD

1 MI S/ SOUTHSIDE RD

22

5280

RL

THOMAS RD

88-020

1 MI S/ SOUTHSIDE RD

2 MI S/ SOUTHSIDE RD

26

5280

RL

THOMAS RD

88-030

2 MI S/ SOUTHSIDE RD

SOUTHSIDE RD

24

3850

RL

UNION RD

80-010

SHWY 156

1 MI S/ SHWY 156

37

5280

RPA

UNION RD

80-020

1 MI S/ SHWY 156

UNION HEIGHTS

42

5030

RPA

UNION RD

80-030

UNION HEIGHTS

1 MI S/ UNION HEIGHTS

47

5280

RPA

UNION RD

80-040

1 MI S/ UNION HEIGHTS

W/S PCC BRIDGE

48

3700

RPA

UNION RD

80-050

W/S PCC BRIDGE

E/S PCC BRIDGE

81

630

RPA

UNION RD

80-060

E/S PCC BRIDGE

SOUTHSIDE RD

59

3915

RPA

UNION RD

80-070

SOUTHSIDE RD

SHWY 25

51

1625

RPA

VALLEY VIEW RD

96-010

CL 530' S/ CRESCENT LN

CRESTVIEW LN

9

856

RMiC

WESTSIDE RD

66-010

MILLER RD

BUENA VISTA RD

46

2970

RL

WILLOW CREEK RD

112-010

OLD HERNANDEZ RD

1 MI N OLD HERNANDEZ RD

26

5280

RL

WILLOW CREEK RD

112-020

1 MI N OLD HERNANDEZ RD

2 MI N OLD HERNANDEZ RD

22

5280

RL

WILLOW CREEK RD

112-030

2 MI N OLD HERNANDEZ RD

3 MI N OLD HERNANDEZ RD

28

5280

RL

WILLOW CREEK RD

112-040

3 MI N OLD HERNANDEZ RD

END CO RD

30

2625

RL

WILLOW GROVE SCHOOL RD

94-010

SHWY 25

END

25

724

RL

WRIGHT RD

37-010

BUENA VISTA RD

1 MI E/ BUENA VISTA

39

5280

RMaC

WRIGHT RD

37-020

1 MI E/ BUENA VISTA

2 MI E/ BUENA VISTA

49

5280

RMaC

WRIGHT RD

37-030

2 MI E/ BUENA VISTA

HWY 25

34

1515

RMaC

Y ROAD

40-010

SOUTH END

END PCC

53

1250

RMiA

Y ROAD

40-020

END PCC / START AC

5560 N/O PCC (STOP SIGN)

39

5560

RMiA

19

San Benito County Street List Alphabetical Street Name Y ROAD

Section ID 40-030

From

To

STOP SIGN

GATE

20

Inspected PCI

Length

Functional Class

41

995

RMiA

San Benito County Street List PCI High-Low Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

CIENEGA RD

83-020

COP 1475' S/O UNION RD

CIENEGA RD EXTENSION

95

550

RMaC

CIENEGA RD EXTENSION

83-300

0.4M S/ UNION ROAD

HOSPITAL RD

92

3115

RMaC

JOHN SMITH RD

78-020

COP

BEST RD

89

5230

RMaC

SOUTHSIDE RD

86-080

W/S PCC BRIDGE

E/S PCC BRIDGE

89

350

RMiA

JOHN SMITH RD

78-030

BEST RD

COP E/O LANDFILL ENTRANCE

87

4240

RMaC

COLE RD

11-030

RICARDO DR

SAN JUAN RD

85

3750

RMiC

HILLCREST RD

76-010

CL .04 E/BUSBY CT

CL 0.3M W/FAIRVIEW RD

84

3532

RPA

SANTA ROSA DR

157-010

FALLON RD

END

84

825

RL

SOUTHSIDE RD

86-070

1 MI S/ BLOSSOM RD SOUTH

W/S PCC BRIDGE

84

2425

RMiA

UNION RD

80-050

W/S PCC BRIDGE

E/S PCC BRIDGE

81

630

RPA

SUNNYSLOPE RD

77-010

CITY LIMIT

FAIRVIEW RD

79

1701

RPA

COTTONWOOD RD

100-020

1 MI E/O PANOCHE RD

2 MI E/O PANOCHE RD

78

5280

RL

CRESTVIEW LN

146-010

VALLEY VIEW RD

END

78

1056

RL

HOSPITAL RD

84-020

WEST END

SOUTHSIDE RD

78

1445

RMiC

LADD LANE

136-010

SOUTHSIDE RD

SOUTH END

78

680

RL

BUENA VISTA RD (1/2 CITY)

34-030

4535' E/O HWY 156

MILLER RD

77

3565

RMaC

SOUTHSIDE RD

86-060

BLOSSOM RD SOUTH

1 MI S/ BLOSSOM RD SOUTH

77

5280

RMiA

SOUTHSIDE RD

86-110

W/S PCC BRIDGE

E/S PCC BRIDGE

77

620

RMiA

MONTEREY ST

29-010

HWY 156

CL @ MUCKLEMI ST

74

212

RMiA

EL CAMINO PARAISO

156-010

HILLCREST RD

END

71

1300

RL

SOUTHSIDE RD

86-050

BLOSSOM LN NORTH

BLOSSOM RD SOUTH

71

5540

RMiA

MERIDIAN ST

53A-010

END

FAIRVIEW RD

70

1500

RL

NEW IDRIA RD

107-160

15 MI S/ PANOCHE RD

16 MI S/ PANOCHE RD

68

5280

RMiC

CHAPPELL RD

72-010

75' N/O MAPLE ST

PRIMAVERA DR

66

590

RMiC

FAIRVIEW RD

53-010

SAN FELIPE RD

LUDIS LN

66

5190

RPA

1

San Benito County Street List PCI High-Low Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

SOUTHSIDE RD

86-040

CO LABOR CAMP RD

BLOSSOM LN NORTH

66

3625

RMiA

CHAPPELL RD - (1/2 CITY)

72-020

PRIMAVERA DR

PACIFIC WAY

65

910

RMiC

MAGLADRY RD

70-010

RODRIQUEZ CT

LONE TREE RD

63

3650

RL

SAN JUAN HWY

4-020

1 MI N/ CL

ANZAR RD

63

4250

RPA

SOUTHSIDE RD

86-010

CAROUSEL DR

UNION RD

63

1150

RMiA

SAN FELIPE RD (NB)

52N-010

0.9 N/FALLON RD

HWY 156

62

3170

RPA

SAN FELIPE RD (NB)

52N-020

HWY 156

1 MI N/ HWY 156

62

5280

RMaC

SAN JUSTO RD

23-020

1 MI S/ SAN JUAN HWY

PRESCOTT RD

62

1870

RMaC

FRAZIER LAKE RD

47-020

1 MI N/O SHORE RD

2 MI N/O SHORE RD

61

5280

RMaC

SUNNYSLOPE RD

SOUTH END

60

270

RL

BEVERLY DR

77B-010

CIENEGA RD

83-050

HOSPITAL RD

HIDDEN VALLEY RD

60

3915

RMaC

PANOCHE RD

98-130

12 MI E/SHWY 25

13 MI E/SHWY 25

60

5280

RMaC

FRAZIER LAKE RD

47-030

2 MI N/O SHORE RD

3 MI N/O SHORE RD

59

5280

RMaC

PANOCHE RD

98-120

11 MI E/SHWY 25

12 MI E/SHWY 25

59

5280

RMaC

52N-030

1 MI N/ HWY 156

2 MI N/ HWY 156

59

5280

RMaC

SAN FELIPE RD (NB) SAN JUAN HWY

4-010

CL 0.3M S/PRESCOTT R

1 MI N/ CL

59

5280

RPA

SAN JUSTO RD

23-010

SAN JUAN HWY

1 MI S/ SAN JUAN HWY

59

5280

RMaC

SHORE RD

49-010

HWY 25

1 MI E/ HWY 25

59

5280

RMiA

UNION RD

80-060

E/S PCC BRIDGE

SOUTHSIDE RD

59

3915

RPA

FAIRVIEW RD

53-150

OLD RANCH RD

HWY 25

58

2539

RPA

FRAZIER LAKE RD

47-040

3 MI N/O SHORE RD

SCL CO LN

56

2102

RMaC

SOUTHSIDE RD

86-120

E/S PCC BRIDGE

SHWY 25

56

1775

RMiA

FOREST RD

19-010

ANZAR RD

SCHOOL RD

55

2400

RMiC

SAN JUAN HWY

4-030

ANZAR RD

HWY 101

55

4175

RPA

HWY 101

SOUTH END

54

4055

RL

BETABEL RD

163-020

2

San Benito County Street List PCI High-Low Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

CIENEGA RD

83-170

E/S PCC BRIDGE

THOUSAND TRAIL ENTRANCE

54

4850

RMaC

COMSTOCK RD

59-020

ASUYMAS CT

CANYON DR

54

4300

RMiC

FAIRVIEW RD

53-120

HILLCREST RD

SUNNYSLOPE RD

54

2668

RPA

GARDENIA LN

73B-010

SANTA ANA RD

SOUTH END

54

740

RL

PRESCOTT RD

24-010

SAN JUAN HWY

SAN JUSTO RD

54

2545

RMiC

HWY 156

3160' S/ HWY 156

54

3160

RPA

SAN FELIPE RD (SB)

52S-010

ORCHARD RD

54-010

FAIRVIEW RD

1 MI N/ FAIRVIEW RD

53

5280

RMiC

SEARLE RD

154-030

1 MI S/ ANZAR RD

HWY 156

53

1000

RMiC

SHORE RD

49-040

3 MI E/ HWY 25

SAN FELIPE RD

53

4250

RMiA

Y ROAD

40-010

SOUTH END

END PCC

53

1250

RMiA

BIXBY RD

30-020

FREITAS RD

DUNCAN AVE

52

2700

RMaC

DUNCAN AVE

26-010

LUCY BROWN LN

BIXBY RD

52

5280

RMiC

FALLON RD

60-020

SCAGLIOTTI RD

GRANT RD

52

3613

RMaC

FLYNN RD

44-010

HWY 25

COUNTY LINE

52

830

RMiC

OLYMPIA RD

27-010

LUCY BROWN LN

BIXBY RD

52

5280

RMiC

PAJARO RD

142-010

HWY 129

END

52

415

RL

BROWN RD

7-010

CANNON RD

MERRIL RD

51

4250

RL

COLE RD

11-010

ANZAR RD

1 MI S/O ANZAR RD

51

5280

RMiC

PANOCHE RD

98-110

10 MI E/SHWY 25

11 MI E/SHWY 25

51

5280

RMaC

SAN BENITO ST.

122-020

SOUTHSIDE RD

UNION RD

51

775

RPA

UNION RD

80-070

SOUTHSIDE RD

SHWY 25

51

1625

RPA

CIENEGA RD

83-010

UNION RD

COP 1475' S/O UNION RD

50

1460

RMaC

COUNTY LABOR CAMP RD

41-010

SOUTHSIDE RD

650' S/O SOUTHSIDE RD

50

650

RL

FAIRVIEW RD

53-020

LUDIS LN

HWY 156

50

1960

RPA

SAN JUAN CYN RD

2-010

SALINAS RD

END PCC

50

1800

RMaC

3

San Benito County Street List PCI High-Low Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

SOUTHSIDE RD

86-020

UNION RD

ENTERPRISE RD

50

1180

RMiA

CIENEGA RD

83-090

3 MI S/O HIDDEN VALLEY RD

4 MI S/O HIDDEN VALLEY RD

49

5280

RMaC

CIENEGA RD

83-110

5 MI S/O HIDDEN VALLEY RD

6 MI S/O HIDDEN VALLEY RD

49

5280

RMaC

CIENEGA RD

83-140

8 MI S/O HIDDEN VALLEY RD

9 MI S/O HIDDEN VALLEY RD

49

5280

RMaC

FREITAS RD

31-010

BIXBY RD

FLINT RD

49

5280

RMaC

LUCY BROWN LN

25-020

OLYMPIA AVE

SAN JUSTO RD

49

1725

RMaC

SAN JUSTO RD

23-030

PRESCOTT RD

1 MI S/ PRESCOTT RD

49

5280

RMaC

WRIGHT RD

37-020

1 MI E/ BUENA VISTA

2 MI E/ BUENA VISTA

49

5280

RMaC

CIENEGA RD

83-150

9 MI S/O HIDDEN VALLEY RD

10 MI S/O HIDDEN VALLEY RD

48

5280

RMaC

FAIRVIEW RD

53-070

FALLON RD

ROSA MORADA RD

48

3070

RPA

JOHN SMITH RD

78-010

FAIRVIEW RD

COP

48

2450

RMaC

UNION RD

80-040

1 MI S/ UNION HEIGHTS

W/S PCC BRIDGE

48

3700

RPA

ANZAR RD

5-030

FOREST RD

CANNON RD

47

6625

RMaC

BROWNS VALLEY RD

99-010

PANOCHE RD

END OF PAVEMENT

47

500

RMiC

COWDEN RD

90-010

HOSPITAL RD

END

47

3880

RL

MITCHELL RD

33-020

FREITAS RD

END

47

740

RL

UNION RD

80-030

UNION HEIGHTS

1 MI S/ UNION HEIGHTS

47

5280

RPA

BUENA VISTA RD

34-020

HWY 156 E/S

4535 E/O HWY 156

46

4535

RMaC

CIENEGA RD

83-180

THOUSAND TRAIL ENTRANCE

1 MI S/O THOUSAND TRAIL ENTRANCE

46

5280

RMaC

COTTONWOOD RD

100-010

PANOCHE RD

1 MI E/O PANOCHE

46

5280

RL

LONE TREE RD

69-020

MAGLADRY RD

1 MI E/O MAGLADRY RD

46

5280

RMiC

SHORE RD

49-020

1 MI E/ HWY 25

2 MI E/ HWY 25

46

5280

RMiA

WESTSIDE RD

66-010

MILLER RD

BUENA VISTA RD

46

2970

RL

LEWIS CREEK RD

133-050

4 MI E/O HWY 25

5 MI E/O HWY 25

45

5280

RL

MITCHELL RD

33-010

HWY 156

FREITAS RD

45

2556

RMaC

4

San Benito County Street List PCI High-Low Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

NEW IDRIA RD

107-150

14 MI S/ PANOCHE RD

15 MI S/ PANOCHE RD

45

5280

RMiC

QUIEN SABE RD

92L-010

FIRST STREET

HWY 25

45

383

RL

CIENEGA RD

83-200

2 MI S/O THOUSAND TRAIL ENTRANCE

3 MI S/O THOUSAND TRAIL ENTRANCE

44

5280

RMaC

FAIRVIEW RD

53-040

LOS VIBORAS

ACQUISTAPACE RD

44

2510

RPA

LEWIS CREEK RD

133-010

SHWY 25

1 MI E/O HWY 25

44

5280

RL

1 MI E/ LITTLE MERRILL RD

END OF PAVEMENT

44

2340

RMiC

HWY 156

44

5590

RL

ROCKS ROAD SJ/HOLL (UNION-4TH ST.)

9-030

151B-010 UNION RD

SOUTHSIDE RD

86-030

ENTERPRISE RD

CO LABOR CAMP RD

44

2350

RMiA

SPRING GROVE RD

63-010

FAIRVIEW RD

FALLON RD

44

3850

RL

FALLON RD

60-030

GRANT RD

FAIRVIEW RD

43

3255

RMaC

JOHN SMITH RD

78-060

2 MI E/LANDFILL ENT.

SANTA ANA VALLEY RD

43

3620

RMaC

QUARRY RD

17-010

CARPENTERIA AVE

END CO ROAD

43

3375

RMaC

SAN BENITO ST.

122-010

CL S/ NASH

SOUTHSIDE RD

43

3575

RPA

SAN FELIPE RD (NB)

52N-040

2 MI N/ HWY 156

FAIRVIEW RD

43

1575

RMaC

CANNON RD

8-010

HWY 101

CHATEAU DR

42

2500

RMiC

CIENEGA RD

83-070

1 MI S/O HIDDEN VALLEY RD

2 MI S/O HIDDEN VALLEY RD

42

5280

RMaC

CIENEGA RD

83-160

10 MI S/O HIDDEN VALLEY RD

E/S PCC BRIDGE

42

4015

RMaC

CIENEGA RD

83-400

NEVADA ST

PROMISE WAY

42

1350

RMaC

SEARLE RD

154-020

ANZAR RD

1 MI S/ ANZAR RD

42

5280

RMiC

UNION RD

80-020

1 MI S/ SHWY 156

UNION HEIGHTS

42

5030

RPA

FRAZIER LAKE RD

47-010

SHORE RD

1 MI N/O SHORE RD

41

5280

RMaC

KING CITY RD

113-060

5 MI E MO CO LN

HWY 25

41

3240

RMiA

MERRILL RD

6-020

BROWN RD

HWY 156

41

4000

RL

PANOCHE RD

98-040

3 MI E/SHWY 25

4 MI E/SHWY 25

41

5280

RMaC

Y ROAD

40-030

STOP SIGN

GATE

41

995

RMiA

5

San Benito County Street List PCI High-Low Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

ANZAR RD

5-010

CARR AVE

COLE RD

40

1960

RMaC

CIENEGA RD

83-040

MONTE BELLO CT

HOSPITAL RD

40

2900

RMaC

COALINGA RD

109-040

3 MILE

4 MILE

40

5280

RMiC

SHWY 25

40

375

RL

FIRST STREET - TP

129G-010 END

FLINT RD

32-010

HWY 156

FREITAS RD

40

2675

RL

KING CITY RD

113-050

4 MI E MO CO LN

5 MI E MO CO LN

40

5280

RMiA

MERRILL RD

6-010

SEARLE RD

BROWN RD

40

4475

RL

SAN JUAN CYN RD

2-090

7 MI S/O PCC

8 MI S/O PCC

40

5280

RMaC

SAN JUAN CYN RD

2-110

9 MI S PCC

STATE PARK GATE

40

3245

RMaC

ANZAR RD

5-020

COLE AVE

FOREST RD

39

3550

RMaC

AROMITAS RD

18-010

QUARRY RD

COP

39

3115

RMiC

BETABEL RD

163-010

NORTH END

HWY 101

39

4940

RL

BOLADO RD

91-020

QUIEN SABE RD

SHWY 25

39

2500

RMiC

CARR AVE

14-020

ARRIBA DR

ANZAR RD

39

4325

RMaC

CIENEGA RD

83-130

7 MI S/O HIDDEN VALLEY RD

8 MI S/O HIDDEN VALLEY RD

39

5280

RMaC

FAIRVIEW RD

53-060

SPRING GROVE RD

FALLON RD

39

3545

RPA

D STREET - TP

39

450

RL

FIFTH STREET - TP

129C-010 SHWY 25

HILLSIDE RD

140-010

SAN JUAN CYN RD NORTH

SAN JUAN CYN RD SOUTH

39

4340

RL

SANTA ANA RD

73-020

W/C W/ CAREY WAY

FAIRVIEW RD

39

1458

RMaC

WRIGHT RD

37-010

BUENA VISTA RD

1 MI E/ BUENA VISTA

39

5280

RMaC

Y ROAD

40-020

END PCC / START AC

5560 N/O PCC (STOP SIGN)

39

5560

RMiA

CIENEGA RD

83-080

2 MI S/O HIDDEN VALLEY RD

3 MI S/O HIDDEN VALLEY RD

38

5280

RMaC

EL TORO DR

42-010

CL N / HILLCREST

N / POPPYLANE

38

1759

RL

FAIRVIEW RD

53-030

HWY 156

LOS VIBORAS

38

4098

RPA

MISSION VINEYARD RD

28-010

THE ALAMEDA

SAN JUAN HOLLISTER

38

5650

RMiC

6

San Benito County Street List PCI High-Low Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

PANOCHE RD

98-070

6 MI E/SHWY 25

7 MI E/SHWY 25

38

5280

RMaC

SALINAS RD

3-020

SAN JUAN CYN RD

1 MI W/ SAN JUAN CYN RD

38

5280

RMaC

52N-050

FAIRVIEW RD

1 MI N/ FAIRVIEW RD

38

5280

RMaC

SAN JUAN CYN RD

2-070

5 MI S/O PCC

6 MI S/O PCC

38

5280

RMaC

SAN JUAN CYN RD

2-100

8 MI S/O PCC

9 MI S/O PCC

38

5280

RMaC

151-010

FOURTH ST W

FOURTH ST E

38

3460

RL

CANNON RD

8-020

CHATEAU DR

BROWN ROAD

37

3325

RMiC

CIENEGA RD

83-030

CIENEGA RD EXTENSION

MONTE BELLO CT

37

2525

RMaC

FALLON RD

60-050

CARPENTER DR

SPRING GROVE RD

37

2900

RMiC

KING CITY RD

113-030

2 MI E MO CO LN

3 MI E MO CO LN

37

5280

RMiA

KT ROAD

139-010

THOMAS RD

SOUTH END

37

2900

RL

LEWIS CREEK RD

133-040

3 MI E/O HWY 25

4 MI E/O HWY 25

37

5280

RL

LUCY BROWN LN

25-010

HWY 156

OLYMPIA AVE

37

3905

RMaC

PANOCHE RD

98-080

7 MI E/SHWY 25

8 MI E/SHWY 25

37

5280

RMaC

1 MI N/ FAIRVIEW RD

SANTA CLARA CO LINE

37

1910

RMaC

SAN FELIPE RD (NB)

SJ/HOLL (JUNKYD - PONDS)

SAN FELIPE RD (NB)

52N-060

SOUTHSIDE RD

86-090

E/S PCC BRIDGE

1 MI E/ PCC BRIDGE

37

5280

RMiA

UNION RD

80-010

SHWY 156

1 MI S/ SHWY 156

37

5280

RPA

BARNES LN

161-010

SANTA ANA RD

END

36

1299

RL

CIENEGA RD

83-210

3 MI S/O THOUSAND TRAIL ENTRANCE

4 MI S/O THOUSAND TRAIL ENTRANCE

36

5280

RMaC

FAIRVIEW RD

53-080

ROSA MORADA RD

DIXIE DR

36

5700

RPA

FALLON RD

60-010

HOLLISTER CITY LIMIT

SCAGLIOTTI RD

36

2920

RMaC

FOURTH ST

160-010

SAN JUAN HOLLISTER RD

SBT RIVER

36

4050

RPA

LEWIS CREEK RD

133-020

1 MI E/O HWY 25

2 MI E/O HWY 25

36

5280

RL

PACHECO HWY

159-020

FAIRVIEW RD

1 MI S FAIRVIEW RD

36

5280

RL

PANOCHE RD

98-100

9 MI E/SHWY 25

10 MI E/SHWY 25

36

5280

RMaC

7

San Benito County Street List PCI High-Low Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

QUIEN SABE RD

92-070

1 MI E/ SANTA ANA VALLEY RD

2 MI E/ SANTA ANA VALLEY RD

36

5280

RMiC

ROCKS ROAD

9-010

HWY 101

LITTLE MERRILL RD

36

4400

RMiC

ROCKS ROAD

9-020

LITTLE MERRILL RD

1 MI E/ LITTLE MERRILL RD

36

5280

RMiC

SCHOOL RD

20-040

2 MI S/ FOREST RD

ANZAR RD

36

2760

RL

CIENEGA RD

83-120

6 MI S/O HIDDEN VALLEY RD

7 MI S/O HIDDEN VALLEY RD

35

5280

RMaC

LONE TREE RD

69-010

FAIRVIEW RD

MAGLADRY RD

35

2650

RMiC

LOS VIBORAS RD

56-010

FAIRVIEW RD

JENNY LN

35

2850

RMiC

LOS VIBORAS RD

56-020

FAIRVIEW RD

END

35

2907

RMiC

LOVERS LANE RD

50-030

2 MI N/O SHORE RD

SANTA CLARA CO LINE

35

1485

RMiC

PANOCHE RD

98-320

NEW IDRIA RD

1 MI E/ NEW IDRIA RD

35

5280

RMaC

RIVEROAKS RD

158-010

HWY 129

HWY 129

35

597

RL

RIVERSIDE RD

81-010

NORTH END

NASH ROAD

35

3140

RMiC

SCHOOL RD

20-030

1 MI S/ FOREST RD

2 MI S/ FOREST RD

35

5280

RL

SNYDER AVE

12-010

CARPENTERIA AVE

END

35

3596

RL

CAGNEY RD

39-010

BREEN RD

NORTH END

34

2825

RL

FAIRVIEW RD

53-130

SUNNYSLOPE RD

JOHN SMITH RD

34

2334

RPA

LEWIS CREEK RD

133-060

5 MI E/O HWY 25

END CO RD

34

1723

RL

LIMEKILN RD

95-010

CIENEGA RD

1 MI S/ CIENEGA RD

34

5280

RL

LONE TREE RD

69-030

1 MI E/O MAGLADRY RD

2 MI E/O MAGLADRY RD

34

5280

RMiC

QUIEN SABE RD

92-010

BOLADO RD

SHWY 25

34

1405

RMiC

ROSE AVE

15-010

CARPENTERIA AVE

END

34

950

RL

SANTA ANITA RD

74-060

5 MI S/ QUIEN SABE RD

6 MI S/ QUIEN SABE RD

34

5280

RL

SCHOOL RD

20-010

HWY 129

FOREST RD

34

4305

RL

SEELY AVE

13-010

CARPENTERIA AVE

END

34

3625

RL

SHORE RD

49-030

2 MI E/ HWY 25

3 MI E/ HWY 25

34

5280

RMiA

8

San Benito County Street List PCI High-Low Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

WRIGHT RD

37-030

2 MI E/ BUENA VISTA

HWY 25

34

1515

RMaC

ANZAR RD

5-050

SERLE RD

SAN JUAN HWY

33

4890

RMaC

FAIRVIEW RD

53-090

DIXIE DR

MCCLOSKY RD

33

3450

RPA

FLINT RD

32-020

FREITAS RD

NORTH END

33

1338

RL

FREITAS RD

31-020

FLINT RD

MITCHELL RD

33

4700

RMaC

GARDEN AVE

16-010

CARPENTERIA AVE

END

33

480

RL

LOVERS LANE RD

50-020

1 MI N/O SHORE RD

2 MI N/O SHORE RD

33

5280

RMiC

MAGLADRY RD

70-020

LONE TREE RD

SOUTH END

33

2639

RL

MCCLOSKEY RD

71-020

1 MILE FROM START

FAIRVIEW RD

33

4525

RMaC

PACHECO HWY

159-030

1 MI S FAIRVIEW RD

ROAD Q

33

1670

RL

PANOCHE RD

98-060

5 MI E/SHWY 25

6 MI E/SHWY 25

33

5280

RMaC

QUIEN SABE RD

92-020

SHWY 25

1 MI E/ HWY 25

33

5280

RMiC

CIENEGA RD

83-100

4 MI S/O HIDDEN VALLEY RD

5 MI S/O HIDDEN VALLEY RD

32

5280

RMaC

CIENEGA RD

83-190

1 MI S/O THOUSAND TRAIL ENTRANCE

2 MI S/O THOUSAND TRAIL ENTRANCE

32

5280

RMaC

COLE RD

11-020

1 MI S/O ANZAR RD

RICARDO DR

32

5600

RMiC

COMSTOCK RD

59-010

FAIRVIEW RD

ASUYMAS CT

32

3875

RMiC

SHWY 25

32

360

RL

FOURTH STREET

129B-010 D STREET - TP

ORCHARD RD

54-020

1 MI N/ FAIRVIEW RD

FOOTHILL RD

32

3450

RMiC

PANOCHE RD

98-150

14 MI E/SHWY 25

15 MI E/SHWY 25

32

5280

RMaC

PANOCHE RD

98-210

20 MI E/SHWY 25

21 MI E/SHWY 25

32

5280

RMaC

SANTA ANA RD

73-010

CL E/ SCHOOL

W/C W/ CAREY WAY

32

4530

RMaC

BOLADO RD

91-010

SOUTHSIDE RD

QUIEN SABE RD

31

3045

RMiC

COALINGA RD

109-160

15 MILE

16 MILE

31

5280

RMiC

ENTERPRISE RD

85-010

SOUTHSIDE RD

HWY 25

31

5245

RMiC

FALLON RD

60-040

FAIRVIEW RD

CARPENTER DR

31

4530

RMiC

9

San Benito County Street List PCI High-Low Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

HUDNER LN

46-010

HWY 25

RR TRACKS

31

4550

RL

KING CITY RD

113-010

MONTEREY CO LINE

1 MI E MO CO LN

31

5280

RMiA

LIMEKILN RD

95-020

1 MI S/ CIENEGA RD

SOUTH END

31

2400

RL

LOVERS LANE RD

50-010

SHORE RD

1 MI N/O SHORE RD

31

5280

RMiC

OLD HERNANDEZ RD

110-030

2 MI E/O WILLOW CREEK RD

3 MI E/O WILLOW CREEK RD

31

5280

RMiC

PANOCHE RD

98-030

2 MI E/SHWY 25

3 MI E/SHWY 25

31

5280

RMaC

PANOCHE RD

98-340

2 MI E/ NEW IDRIA RD

END OF PAVEMENT

31

3425

RMaC

COALINGA RD

109-100

9 MILE

10 MILE

30

5280

RMiC

MCMAHON RD

64-010

FALLON RD

END

30

4315

RL

OLD HERNANDEZ RD

110-240

3 MI S/ PAVEMENT

4 MI S/ PAVEMENT

30

5280

RMiC

SAN JUAN CYN RD

2-040

2 MI S/O PCC

3 MI S/O PCC

30

5280

RMaC

SANTA ANITA RD

74-050

4 MI S/ QUIEN SABE RD

5 MI S/ QUIEN SABE RD

30

5280

RL

WILLOW CREEK RD

112-040

3 MI N OLD HERNANDEZ RD

END CO RD

30

2625

RL

KING CITY RD

113-020

1 MI E MO CO LN

2 MI E MO CO LN

29

5280

RMiA

KING CITY RD

113-040

3 MI E MO CO LN

4 MI E MO CO LN

29

5280

RMiA

LEWIS CREEK RD

133-030

2 MI E/O HWY 25

3 MI E/O HWY 25

29

5280

RL

LIVE OAK RD

137-010

HWY 25

WEST END

29

1483

RL

PANOCHE RD

98-090

8 MI E/SHWY 25

9 MI E/SHWY 25

29

5280

RMaC

QUIEN SABE RD

92-030

1 MI E/ HWY 25

2 MI E/ HWY 25

29

5280

RMiC

QUIEN SABE RD

92-080

2 MI E/ SANTA ANA VALLEY RD

3 MI E/ SANTA ANA VALLEY RD

29

5280

RMiC

SAN BENITO LATERAL

111-010

SHWY 25

OLD HERNANDEZ RD

29

3428

RL

SANTA ANITA RD

74-020

1 MI S/ QUIEN SABE RD

2 MI S/ QUIEN SABE RD

29

5280

RL

ANZAR RD

5-040

CANNON RD

SERLE RD

28

5280

RMaC

CANNON RD

8-030

BROWN RD

ANZAR RD

28

4320

RMiC

5 MILE

6 MILE

28

5280

RMiC

COALINGA RD

109-060

10

San Benito County Street List PCI High-Low Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

COALINGA RD

109-080

7 MILE

8 MILE

28

5280

RMiC

COALINGA RD

109-250

24 MILE

FRESNO COUNTY LINE

28

4870

RMiC

HOSPITAL RD

84-010

CIENEGA RD

EAST END

28

2331

RMiC

PANOCHE RD

98-010

SHWY RTE 25

1 MI E/SHWY 25

28

5280

RMaC

PANOCHE RD

98-050

4 MI E/SHWY 25

5 MI E/SHWY 25

28

5280

RMaC

PANOCHE RD

98-220

21 MI E/SHWY 25

22 MI E/SHWY 25

28

5280

RMaC

QUIEN SABE RD

92-110

5 MI E/ SANTA ANA VALLEY RD

QUIEN SABE RANCH RD

28

1200

RMiC

ROSA MORADA RD

68-020

DOOLING RD

END

28

2700

RMiC

SALINAS RD

3-050

3 MI W/ SAN JUAN CYN RD

4 MI W/ SAN JUAN CYN RD

28

5280

RMaC

SAN JUAN CYN RD

2-060

4 MI S/O PCC

5 MI S/O PCC

28

5280

RMaC

SPRING GROVE RD

63-020

FALLON RD

BENITO RD

28

4115

RL

WILLOW CREEK RD

112-030

2 MI N OLD HERNANDEZ RD

3 MI N OLD HERNANDEZ RD

28

5280

RL

BONNIEVIEW RD

128-010

SUNNYSLOPE RD

END

27

1764

RL

COALINGA RD

109-030

2 MILE

3 MILE

27

5280

RMiC

COALINGA RD

109-070

6 MILE

7 MILE

27

5280

RMiC

FAIRVIEW RD

53-050

ACQUISTAPACE RD

SPRING GROVE RD

27

3507

RPA

FAIRVIEW RD

53-140

JOHN SMITH RD

OLD RANCH RD

27

3417

RPA

LITTLE PANOCHE RD

101-050

4 MI N/ PANOCHE RD

5 MI N/ PANOCHE RD

27

5280

RMaC

MURPHY RD

93-010

SHWY 25

1 MI E/O HWY 25

27

5280

RL

PACHECO HWY

159-010

PAVEMENT END NORTH

FAIRVIEW RD

27

3739

RL

PANOCHE RD

98-020

1 MI E/SHWY 25

2 MI E/SHWY 25

27

5280

RMaC

PAYNE RD

21-010

SCHOOL RD

END

27

1700

RL

PINE TREE AVE

117-010

CARPENTERIA AVE

END

27

550

RL

2-080

6 MI S/O PCC

7 MI S/O PCC

27

5280

RMaC

130-010

FAIRVIEW RD

RODEO DR

27

5375

RMiC

SAN JUAN CYN RD SANTA ANA VALLEY RD

11

San Benito County Street List PCI High-Low Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

SOUTHSIDE RD

86-100

1 MI E/ PCC BRIDGE

W/S PCC BRIDGE

27

3640

RMiA

COALINGA RD

109-020

1 MILE

2 MILE

26

5280

RMiC

JOHN SMITH RD

78-050

1 MI E/LANDFILL ENT.

2 MI E/LANDFILL ENT.

26

5280

RMaC

LONOAK/KING CITY RD

152-030

2 MI E/O MON CO LN

3 MI E/O MON CO LN

26

5280

RMiA

MCCLOSKEY RD

71-010

1000' E/O SAN FELIPE RD

1 MILE FROM START

26

5280

RMaC

OLD HERNANDEZ RD

110-010

WILLOW CREEK RD

1 MI E/O WILL CREEK RD

26

5280

RMiC

PANOCHE RD

98-140

13 MI E/SHWY 25

14 MI E/SHWY 25

26

5280

RMaC

RIVERSIDE RD

81-020

NASH ROAD

UNION RD

26

3375

RMiC

SALINAS RD

3-010

CL @ SAN JUAN-HOLLISTER RD

MISSION VINEYARD

26

1225

RMaC

JOHN SMITH RD

1 MI S/ JOHN SMITH RD

26

5280

RMiC

MISSION VINEYARD

26

3975

RL

SANTA ANA VALLEY RD SJ/HOLL (SJ CYN RD - 156)

130-070

151C-010 THE ALAMEDA

THOMAS RD

88-020

1 MI S/ SOUTHSIDE RD

2 MI S/ SOUTHSIDE RD

26

5280

RL

WILLOW CREEK RD

112-010

OLD HERNANDEZ RD

1 MI N OLD HERNANDEZ RD

26

5280

RL

FAIRVIEW RD

53-100

MCCLOSKY RD

SANTA ANA RD

25

4775

RPA

HUDNER LN

46-020

RR TRACKS

END COUNTY LINE

25

830

RL

NEW IDRIA RD

107-030

2 MI S/ PANOCHE RD

3 MI S/ PANOCHE RD

25

5280

RMiC

NEW IDRIA RD

107-050

4 MI S/ PANOCHE RD

5 MI S/ PANOCHE RD

25

5280

RMiC

OLD HERNANDEZ RD

110-020

1 MI E/O WILLOW CREEK RD

2 MI E/O WILLOW CREEK RD

25

5280

RMiC

SAN JUAN CYN RD

2-030

1 MI S/O PCC

2 MI S/O PCC

25

5280

RMaC

SAN JUAN CYN RD

2-050

3 MI S/O PCC

4 MI S/O PCC

25

5280

RMaC

SAN JUSTO RD

23-040

1 MI S/ PRESCOTT RD

LUCY BROWN LN

25

4190

RMaC

SANTA ANITA RD

74-040

3 MI S/ QUIEN SABE RD

4 MI S/ QUIEN SABE RD

25

5280

RL

WILLOW GROVE SCHOOL RD

94-010

SHWY 25

END

25

724

RL

CARR AVE

14-010

CARPENTERIA AVE

ARRIBA DR

24

4175

RMaC

FAIRVIEW RD

53-110

SANTA ANA RD

HILLCREST RD

24

3115

RPA

12

San Benito County Street List PCI High-Low Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

JOHN SMITH RD

78-040

COP E/O LANDFILL ENTRANCE

1 MI E/LANDFILL ENT.

24

5280

RMaC

OLD AIRLINE HWY

150-020

1 MI S/O CIENEGA RD

2 MI S/O CIENEGA RD

24

5280

RMiC

OLD AIRLINE HWY

150-030

2 MI S/O CIENEGA RD

SHWY 25

24

1368

RMiC

OLD HERNANDEZ RD

110-040

3 MI E/O WILLOW CREEK RD

END OF PAVEMENT

24

2080

RMiC

OLD HERNANDEZ RD

110-210

START OF PAVEMENT

1 MI S/ PAVEMENT

24

5070

RMiC

OLD HERNANDEZ RD

110-250

4 MI S/ PAVEMENT

COALINGA RD

24

5425

RMiC

PANOCHE RD

98-240

23 MI E/SHWY 25

24 MI E/SHWY 25

24

5280

RMaC

QUIEN SABE RD

92-060

SANTA ANA VALLEY RD

1 MI E/ SANTA ANA VALLEY RD

24

5280

RMiC

SANTA ANITA RD

74-030

2 MI S/ QUIEN SABE RD

3 MI S/ QUIEN SABE RD

24

5280

RL

THOMAS RD

88-030

2 MI S/ SOUTHSIDE RD

SOUTHSIDE RD

24

3850

RL

BIXBY RD

30-010

SHWY 156

FREITAS RD

23

2660

RMaC

BUENA VISTA RD

34-010

WEST END

HWY 156 W/S

23

3290

RMaC

COALINGA RD

109-010

SHWY 25

1 MILE

23

5280

RMiC

COALINGA RD

109-180

17 MILE

18 MILE

23

5280

RMiC

LITTLE MERRILL RD

10-010

ROCKS RD

NORTH END

23

1730

RL

LITTLE PANOCHE RD

101-060

5 MI N/ PANOCHE RD

6 MI N/ PANOCHE RD

23

5280

RMaC

LITTLE PANOCHE RD

101-070

6 MI N/ PANOCHE RD

FRESNO CO LN

23

1033

RMaC

LONOAK/KING CITY RD

152-040

3 MI E/O MON CO LN

4 MI E/O MON CO LN

23

5280

RMiA

NEW IDRIA RD

107-010

PANOCHE RD

1 MI S/ PANOCHE RD

23

5280

RMiC

NEW IDRIA RD

107-210

20 MI S/ PANOCHE RD

END AT CATTLE GUARD

23

2950

RMiC

OLD HERNANDEZ RD

110-230

2 MI S/ PAVEMENT

3 MI S/ PAVEMENT

23

5280

RMiC

PANOCHE RD

98-160

15 MI E/SHWY 25

16 MI E/SHWY 25

23

5280

RMaC

PANOCHE RD

98-200

19 MI E/SHWY 25

20 MI E/SHWY 25

23

5280

RMaC

PANOCHE RD

98-230

22 MI E/SHWY 25

23 MI E/SHWY 25

23

5280

RMaC

QUIEN SABE RD

92-100

4 MI E/ SANTA ANA VALLEY RD

5 MI E/ SANTA ANA VALLEY RD

23

5280

RMiC

13

San Benito County Street List PCI High-Low Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

SAN JUAN CYN RD

2-020

END PCC

1 MI S/O PCC

23

5280

RMaC

SANTA ANITA RD

74-010

QUIEN SABE RD

1 MI S/ QUIEN SABE RD

23

5280

RL

CIENEGA RD

83-220

4 MI S/O THOUSAND TRAIL ENTRANCE

AIRLINE HWY

22

1400

RMaC

COALINGA RD

109-050

4 MILE

5 MILE

22

5280

RMiC

COALINGA RD

109-120

11 MILE

12 MILE

22

5280

RMiC

COALINGA RD

109-130

12 MILE

13 MILE

22

5280

RMiC

COALINGA RD

109-170

16 MILE

17 MILE

22

5280

RMiC

COALINGA RD

109-190

18 MILE

19 MILE

22

5280

RMiC

FOURTH ST

22

350

RL

D STREET - TP

129A-010 FIFTH ST

LITTLE PANOCHE RD

101-010

PANOCHE RD

1 MI N/ PANOCHE RD

22

5280

RMaC

MANSFIELD RD

75-010

FAIRVIEW RD

END

22

2662

RL

OLD AIRLINE HWY

150-010

CIENEGA RD

1 MI S/O CIENEGA RD

22

5280

RMiC

PANOCHE RD

98-310

1 MI E/ NORTON RD

NEW IDRIA RD

22

5496

RMaC

SALINAS RD

3-030

1 MI W/ SAN JUAN CYN RD

2 MI W/ SAN JUAN CYN RD

22

5280

RMaC

SALINAS RD

3-040

2 MI W/ SAN JUAN CYN RD

3 MI W/ SAN JUAN CYN RD

22

5280

RMaC

2 MI S/ RODEO DR

3 MI S/ RODEO DR

22

5280

RMiC

END

22

390

RL

SANTA ANA VALLEY RD THIRD STREET - TP

130-040

129 E-010 F STREET

THOMAS RD

88-010

SOUTHSIDE RD

1 MI S/ SOUTHSIDE RD

22

5280

RL

WILLOW CREEK RD

112-020

1 MI N OLD HERNANDEZ RD

2 MI N OLD HERNANDEZ RD

22

5280

RL

BEST RD

79-020

0.109 N/SHWY 25

HARBERN WAY

21

3400

RMiC

BLOSSOM LN

89-010

END

SOUTHSIDE RD

21

2534

RL

BREEN RD

38-010

SHWY 156

END

21

4425

RL

CHURCHILL RD

57-010

END

FAIRVIEW RD

21

3125

RMiC

CIENEGA RD

83-060

HIDDEN VALLEY RD

1 MI S/O HIDDEN VALLEY RD

21

5280

RMaC

COALINGA RD

109-230

22 MILE

23 MILE

21

5280

RMiC

14

San Benito County Street List PCI High-Low Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

COALINGA RD

109-240

23 MILE

24 MILE

21

5280

RMiC

FRYE LANE

51-010

SHORE RD

SOUTH END

21

3180

RMiC

GRANT RD

62-010

FALLON RD

NORTH END

21

4784

RL

LONOAK/KING CITY RD

152-010

MON CO LN WEST

1 MI E/O MON CO LN

21

5280

RMiA

NORTH FORK RD

67-010

END OF PAVEMENT

W/S BRIDGE (MON CO LN)

21

5500

RL

OLD HERNANDEZ RD

110-220

1 MI S/ PAVEMENT

2 MI S/ PAVEMENT

21

5280

RMiC

PANOCHE RD

98-290

LITTLE PANOCHE RD

NORTON RD

21

5240

RMaC

QUIEN SABE RD

92-090

3 MI E/ SANTA ANA VALLEY RD

4 MI E/ SANTA ANA VALLEY RD

21

5280

RMiC

ROSA MORADA RD

68-010

FAIRVIEW RD

DOOLING RD

21

2655

RMiC

SANTA ANA VALLEY RD

130-050

3 MI S/ RODEO DR

4 MI S/ RODEO DR

21

5280

RMiC

ARROYO SECO DR

59A-010

COMSTOCK

END

20

2128

RL

COALINGA RD

109-090

8 MILE

9 MILE

20

5280

RMiC

COMSTOCK RD

59-040

1 MI E/O CANYON DR

2 MI E/O CANYON DR

20

5280

RMiC

F STREET - TP

129F-020 END

QUIEN SABE RD

20

626

RL

FIFTH STREET - TP

129D-010 F STREET

SOUTHSIDE RD

20

227

RL

GRASS VALLEY RD

87-010

CIENEGA RD

1 MI W/O CIENEGA RD

20

5280

RL

LONE TREE RD

69-110

9 MI E/O MAGLADRY RD

10 MI E/O MAGLADRY RD

20

5280

RMiC

LONOAK/KING CITY RD

152-020

1 MI E/O MON CO LN

2 MI E/O MON CO LN

20

5280

RMiA

NEW IDRIA RD

107-020

1 MI S/ PANOCHE RD

2 MI S/ PANOCHE RD

20

5280

RMiC

NEW IDRIA RD

107-200

19 MI S/ PANOCHE RD

20 MI S/ PANOCHE RD

20

5280

RMiC

NORTH FORK RD

67-020

W/S BRIDGE (MON CO LN)

1 MI E/O BRIDGE

20

5280

RL

PANOCHE RD

98-180

17 MI E/SHWY 25

18 MI E/SHWY 25

20

5280

RMaC

PANOCHE RD

98-250

24 MI E/SHWY 25

25 MI E/SHWY 25

20

5280

RMaC

QUIEN SABE RD

92-040

2 MI E/ HWY 25

3 MI E/ HWY 25

20

5280

RMiC

SANTA ANA VALLEY RD

130-060

4 MI S/ RODEO DR

JOHN SMITH RD

20

3550

RMiC

15

San Benito County Street List PCI High-Low Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

BEST RD

79-030

HARBERN WAY

JOHN SMITH RD

19

3668

RMiC

COALINGA RD

109-210

20 MILE

21 MILE

19

5280

RMiC

COMSTOCK RD

59-030

CANYON DR

1 MI E/O CANYON DR

19

5280

RMiC

GRASS VALLEY RD

87-020

1 MI W/O CIENEGA RD

END

19

4150

RL

LONE TREE RD

69-060

4 MI E/O MAGLADRY RD

5 MI E/O MAGLADRY RD

19

5280

RMiC

LONE TREE RD

69-080

6 MI E/O MAGLADRY RD

7 MI E/O MAGLADRY RD

19

5280

RMiC

PANOCHE RD

98-260

25 MI E/SHWY 25

26 MI E/SHWY 25

19

5280

RMaC

PANOCHE RD

98-270

26 MI E/SHWY 25

27 MI E/SHWY 25

19

5280

RMaC

PANOCHE RD

98-280

27 MI E/SHWY 25

LITTLE PANOCHE RD

19

4850

RMaC

PANOCHE RD

98-330

1 MI E/ NEW IDRIA RD

2 MI E/ NEW IDRIA RD

19

5280

RMaC

QUIEN SABE RD

92-050

3 MI E/ HWY 25

SANTA ANA VALLEY RD

19

2164

RMiC

SANTA ANA VALLEY RD

130-080

1 MI S/ JOHN SMITH RD

QUIEN SABE RD

19

4100

RMiC

SCHOOL RD

20-020

FOREST RD

1 MI S/ FOREST RD

19

5280

RL

SPRING GROVE RD

63-030

BENITO RD

END

19

1775

RL

COALINGA RD

109-140

13 MILE

14 MILE

18

5280

RMiC

DOOLING RD

68A-010

ROSA MORADA RD

FALLON RD

18

4552

RMiC

F STREET - TP

129F-010 3RD STREET

NORTH END

18

1352

RL

HARBERN WAY

79A-010

END

BEST RD

18

2398

RL

LOMA VISTA AVE

145-010

VALLEY VIEW RD

END

18

1051

RL

LONE TREE RD

69-050

3 MI E/O MAGLADRY RD

4 MI E/O MAGLADRY RD

18

5280

RMiC

NEW IDRIA RD

107-180

17 MI S/ PANOCHE RD

18 MI S/ PANOCHE RD

18

5280

RMiC

PANOCHE RD

98-170

16 MI E/SHWY 25

17 MI E/SHWY 25

18

5280

RMaC

SALINAS RD

3-060

4 MI W/ SAN JUAN CYN RD

MON CO LN

18

1162

RMaC

SANTA ANA VALLEY RD

130-020

RODEO DR

1 MI S/ RODEO DR

18

5280

RMiC

SANTA ANA VALLEY RD

130-030

1 MI S/ RODEO DR

2 MI S/ RODEO DR

18

5280

RMiC

16

San Benito County Street List PCI High-Low Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

BRIGGS RD

141-010

N HWY 25

SHWY 25

17

2769

RL

CARPENTER DR

162-010

FALLON RD

MCMAHON RD

17

4578

RMiC

COALINGA RD

109-200

19 MILE

20 MILE

17

5280

RMiC

HIGHLAND DR

124-010

FARRAGOT DR

SUNNYSLOPE RD

17

1200

RL

LITTLE PANOCHE RD

101-030

2 MI N/ PANOCHE RD

3 MI N/ PANOCHE RD

17

5280

RMaC

LITTLE PANOCHE RD

101-040

3 MI N/ PANOCHE RD

4 MI N/ PANOCHE RD

17

5280

RMaC

LONE TREE RD

69-040

2 MI E/O MAGLADRY RD

3 MI E/O MAGLADRY RD

17

5280

RMiC

LONE TREE RD

69-070

5 MI E/O MAGLADRY RD

6 MI E/O MAGLADRY RD

17

5280

RMiC

LONOAK/KING CITY RD

152-050

4 MI E/O MON CO LN

MON CO LN EAST

17

3240

RMiA

NEW IDRIA RD

107-070

6 MI S/ PANOCHE RD

7 MI S/ PANOCHE RD

17

5280

RMiC

NEW IDRIA RD

107-190

18 MI S/ PANOCHE RD

19 MI S/ PANOCHE RD

17

5280

RMiC

PAN TEMPO WAY

69A-010

LONE TREE RD

SOUTH END

17

2308

RL

PANOCHE RD

98-190

18 MI E/SHWY 25

19 MI E/SHWY 25

17

5280

RMaC

BENITO RD

65-010

MCMAHON

SPRING GROVE RD

16

1695

RMiC

COALINGA RD

109-110

10 MILE

11 MILE

16

5280

RMiC

COALINGA RD

109-220

21 MILE

22 MILE

16

5280

RMiC

MORADA LN

68B-010

DOOLING RD

END

16

2400

RL

NEW IDRIA RD

107-100

9 MI S/ PANOCHE RD

10 MI S/ PANOCHE RD

16

5280

RMiC

COMSTOCK RD

59-050

2 MI E/O CANYON DR

END

15

5716

RMiC

FOOTHILL RD

55-010

ORCHARD RD

END

15

5725

RL

NEW IDRIA RD

107-040

3 MI S/ PANOCHE RD

4 MI S/ PANOCHE RD

15

5280

RMiC

NEW IDRIA RD

107-090

8 MI S/ PANOCHE RD

9 MI S/ PANOCHE RD

15

5280

RMiC

BRIGGS RD

141-020

S HWY 25

WRIGHT RD

14

1048

RL

COALINGA RD

109-150

14 MILE

15 MILE

14

5280

RMiC

LONE TREE RD

69-100

8 MI E/O MAGLADRY RD

9 MI E/O MAGLADRY RD

14

5280

RMiC

17

San Benito County Street List PCI High-Low Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

NEW IDRIA RD

107-060

5 MI S/ PANOCHE RD

6 MI S/ PANOCHE RD

14

5280

RMiC

NEW IDRIA RD

107-080

7 MI S/ PANOCHE RD

8 MI S/ PANOCHE RD

14

5280

RMiC

NEW IDRIA RD

107-110

10 MI S/ PANOCHE RD

11 MI S/ PANOCHE RD

14

5280

RMiC

NEW IDRIA RD

107-120

11 MI S/ PANOCHE RD

12 MI S/ PANOCHE RD

14

5280

RMiC

NORTH FORK RD

67-030

1 MI E/O BRIDGE

HWY 198

14

4715

RL

CHAPPELL RD

72-030

PACIFIC WAY

END

13

710

RMiC

HILL TOP RD

135-010

VALLEY VIEW RD

EAST END

13

507

RL

LUCY BROWN LN

25-030

SAN JUSTO RD

END

13

975

RL

MURPHY RD

93-020

1 MI E/O HWY 25

WEST END

13

3580

RL

NORTH CHAPPELL RD - (1/2 CITY)

72-040

0.04M E/KIRKPATRICK DR

END

13

725

RMiC

PANOCHE RD

98-300

NORTON RD

1 MI E/ NORTON RD

13

5280

RMaC

LONE TREE RD

69-090

7 MI E/O MAGLADRY RD

8 MI E/O MAGLADRY RD

12

5280

RMiC

NEW IDRIA RD

107-130

12 MI S/ PANOCHE RD

13 MI S/ PANOCHE RD

12

5280

RMiC

ORCHARD RD

54-030

FOOTHILL RD

PRIVATE ROAD

12

3117

RMiC

BARNHEISEL RD

143-010

SHWY 156

END

11

3818

RL

LITTLE PANOCHE RD

101-020

1 MI N/ PANOCHE RD

2 MI N/ PANOCHE RD

11

5280

RMaC

MILLER RD

35-010

BUENA VISTA RD

WEST SIDE RD

11

1188

RMiC

NEW IDRIA RD

107-170

16 MI S/ PANOCHE RD

17 MI S/ PANOCHE RD

11

5280

RMiC

SEARLE RD

154-010

HWY 129

ANZAR RD

11

3830

RMiC

LAKE ROAD

48-010

SHORE RD

NORTH END

10

4901

RL

SCAGLIOTTI RD

61-010

END

FALLON RD

10

4930

RL

ACQUISTAPACE RD

58-010

FAIRVIEW RD

END

9

2750

RMiC

VALLEY VIEW RD

96-010

CL 530' S/ CRESCENT LN

CRESTVIEW LN

9

856

RMiC

LONE TREE RD

69-120

10 MI E/O MAGLADRY RD

11 MI E/O MAGLADRY RD

8

820

RMiC

NEW IDRIA RD

107-140

13 MI S/ PANOCHE RD

14 MI S/ PANOCHE RD

8

5280

RMiC

18

San Benito County Street List PCI High-Low Street Name

Section ID

From

To

Inspected PCI

Length

Functional Class

MCCONNELL RD

45-010

HWY 25

HWY 156

3

300

RL

BEST RD

79-010

SHWY 25

0.109 N/SHWY 25

2

576

RMiC

AROMITAS RD

18-020

COP

ANZAR RD

0

3650

RMiC

BUENA VISTA RD (1/2 CITY)

34-040

MILLER RD

LOCUST AVE

3275

RMaC

NASH RD

82-010

RIVERSIDE RD

PCC BRIDGE

2150

RMiC

NASH RD

82-020

S/PCC BRIDGE

N/PCC BRIDGE

310

RMiC

NASH RD

82-030

PCC BRIDGE

CITY LIMIT

380

RMiC

19

GIS TOOLBOX This section is intended to introduce the new feature in StreetSaver. The GIS portion of the program is specifically designed for those agencies that do not have “in-house” GIS departments. GIS TOOLBOX The GIS toolbox is a new feature available within StreetSaver. This is one of the most powerful tools available in StreetSaver. The ability to link the existing road segments to a base map and produce maps displaying the Current Condition, Age of Pavement, Needs Treatments, Scenario Treatments, Last Treatment and Last Year Inspected are now available with just a few key strokes. No longer does an agency need to access “outside resources” or “wait” for graphical representations of their road system. Maps that reflect the current condition of an agency’s road system are a valuable asset when meeting with City Councils and the general public. A map of future maintenance treatments can be used to inform the residents when future work is scheduled on their road. A basic “shapefile” is already loaded into the StreetSaver system. From this shapefile it is just a matter of “linking” or “assigning” the beginning location and ending location of each management section found in the database. There are a few cautions that the City of Hollister should be aware of in regard to the GIS mapping. GIS is a “node” to “node” application. It uses intersections or nodes as its way to pinpoint a specific location. This means that each of the City’s management sections needs to begin and end at a point that can be defined or found by the GIS link. Using house numbers or change in pavements will need to be defined as “feet” from the nearest “node”. This will produce a more precise map. Next the Street Names will need to match and that will mean a more precise accounting of “street tags”. The difference between calling a tag a “drive” or an “avenue” can hinder the linking process. TERMINOLOGY Once the GIS Toolbox is opened there will be two master items that can be accessed. First there is the “GIS Reporting”. This screen is used to “mine” StreetSaver data for display in GIS format. Queries can be performed using the standard StreetSaver filter screen, using pre-defined criteria defined by the system, or by selecting an area of the map. If Section data is returned those shapes can be exported to GIS shapefiles or printed out in a map format.

Then there is the “Section Link” screen which will match segments in the basemap based on street name, type (street tag) and/or direction. Each Section can be linked to a segment or segments in the basemap. Explanations of the toolbars and the buttons available on the GIS Reporting screen are outlined below: Navigation Toolbar

Reporting Toolbar

BASE MAP IMPLEMENTATION Pavement Engineering Inc. reviewed the base map included with StreetSaver and the automatic linking process. The review found most of the segments were linked correctly. Any of the segments that were not previously linked were fixed so they were linked.

San Benito County

Network Summary Statistics Printed: 08/08/2016

Total Sections

Total Center Miles

Total Lane Miles

PCI

Rural Minor Arterial (4)

31

21.84

43.68

43

Rural Principal Arterial-Other (3)

32

21.02

42.05

47

Rural Major Collector (5)

129

108.51

217.02

37

Rural Minor Collector (6)

149

120.39

240.78

27

Rural Local (7)

112

64.71

129.41

33

** Combined

60

52.00

104.01

N/A

Rural Major Collector (5) Rural Minor Collector (6) Gravel

1 3 56

0.62 0.54 50.85

1.24 1.08 101.69

N/A N/A N/A

Total

513

388.48

776.95

Overall Network PCI as of 8/8/2016:

35

** Combined Sections are those without a PCI Date - they have not been inspected or had a Treatment applied.

Criteria:

1 SS1013

MTC StreetSaver

San Benito County

Network Replacement Cost Printed: 08/08/2016

Lane Miles

Unit Cost/ Square Foot

AC

129.4

$9.09

6,827,344

$62,083

AC

217.6

$9.09

13,235,740

$120,357

Functional Class

Surface Type

Rural Local (7) Rural Major Collector (5)

PCC Rural Minor Arterial (4)

AC PCC

Rural Minor Collector (6)

AC PCC

Rural Principal Arterial-Other (3)

AC PCC Grand Total:

Criteria:

Pavement Area/ Square Feet

Cost To Replace (in thousands)

0.7

$9.09

28,800

$262

42.8

$13.78

2,924,715

$40,303

0.8

$13.78

56,070

$773

241.7

$9.09

12,496,950

$113,639

0.1

$9.09

7,750

$70

41.8

$13.78

3,719,614

$51,256

0.2

$13.78

18,900

$260

39,315,883

$389,002

675.3

1 SS1012

MTC StreetSaver

San Benito County

Decision Tree Printed: 08/11/2016

Cost/Sq Yd, # of Surface Yrs Between Yrs Between except Seal Seals before Crack Seals Surface Seals Cracks in LF: Overlay

Functional Class

Surface

Condition Category

Treatment Type

Treatment

Arterial

AC

I - Very Good

Crack Treatment

SEAL CRACKS

Surface Treatment

LIGHT MAINTENANCE

Restoration Treatment

LIGHT REHAB

$40.99

II - Good, Non-Load Related

HEAVY MAINTENANCE

$13.66

III - Good, Load Related

LIGHT REHAB

$40.99

IV - Poor

HEAVY REHAB

$64.04

V - Very Poor AC/AC

AC/PCC

PCC

I - Very Good

RECONSTRUCT STRUCTURE (AC)

$1.32 $3.96

SEAL CRACKS

$1.32

Surface Treatment

LIGHT MAINTENANCE

$3.96

Restoration Treatment

LIGHT REHAB

$40.99

HEAVY MAINTENANCE

$13.66

III - Good, Load Related

LIGHT REHAB

$40.99

IV - Poor

HEAVY REHAB

$64.04

V - Very Poor

RECONSTRUCT STRUCTURE (AC)

2

3 5 2

$124.02

Crack Treatment

SEAL CRACKS

$1.32

Surface Treatment

LIGHT MAINTENANCE

$3.96

Restoration Treatment

LIGHT REHAB

$40.99

II - Good, Non-Load Related

HEAVY MAINTENANCE

$13.66

III - Good, Load Related

LIGHT REHAB

$40.99

IV - Poor

HEAVY REHAB

V - Very Poor

RECONSTRUCT SURFACE (AC)

I - Very Good

5

$124.02

Crack Treatment

II - Good, Non-Load Related

I - Very Good

3

3 5 2

$64.04 $124.02

Crack Treatment

DO NOTHING

$0.00

Surface Treatment

DO NOTHING

$0.00

Restoration Treatment

DO NOTHING

$0.00

II - Good, Non-Load Related

DO NOTHING

$0.00

III - Good, Load Related

DO NOTHING

$0.00

IV - Poor

HEAVY REHAB

V - Very Poor

RECONSTRUCT STRUCTURE (AC)

3 99 100

$64.04 $124.02

Functional Class and Surface combination not used Criteria:

1

MTC StreetSaver

San Benito County

Decision Tree Printed: 08/11/2016

Cost/Sq Yd, # of Surface Yrs Between Yrs Between except Seal Seals before Crack Seals Surface Seals Cracks in LF: Overlay

Functional Class

Surface

Condition Category

Treatment Type

Treatment

Arterial

ST

I - Very Good

Crack Treatment

DO NOTHING

$0.00

Surface Treatment

DO NOTHING

$0.00

Restoration Treatment

DO NOTHING

$0.00

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

9 99 100

Functional Class and Surface combination not used Criteria:

2

MTC StreetSaver

San Benito County

Decision Tree Printed: 08/11/2016

Cost/Sq Yd, # of Surface Yrs Between Yrs Between except Seal Seals before Crack Seals Surface Seals Cracks in LF: Overlay

Functional Class

Surface

Condition Category

Treatment Type

Treatment

Collector

AC

I - Very Good

Crack Treatment

SEAL CRACKS

Surface Treatment

LIGHT MAINTENANCE

Restoration Treatment

LIGHT REHAB

$31.42

II - Good, Non-Load Related

HEAVY MAINTENANCE

$13.66

III - Good, Load Related

LIGHT REHAB

$31.42

IV - Poor

HEAVY REHAB

$47.82

RECONSTRUCT STRUCTURE (AC)

$81.84

V - Very Poor AC/AC

AC/PCC

PCC

I - Very Good

$1.32 $2.97

Crack Treatment

SEAL CRACKS

$1.32

Surface Treatment

LIGHT MAINTENANCE

$2.97

Restoration Treatment

LIGHT REHAB

$31.42

II - Good, Non-Load Related

HEAVY MAINTENANCE

$13.66

III - Good, Load Related

LIGHT REHAB

$31.42

IV - Poor

HEAVY REHAB

$47.82

V - Very Poor

RECONSTRUCT STRUCTURE (AC)

$81.84

I - Very Good

Crack Treatment

SEAL CRACKS

$1.32

Surface Treatment

LIGHT MAINTENANCE

$2.97

Restoration Treatment

LIGHT REHAB

$31.42

II - Good, Non-Load Related

HEAVY MAINTENANCE

$13.66

III - Good, Load Related

LIGHT REHAB

$31.42

IV - Poor

HEAVY REHAB

$47.82

V - Very Poor

RECONSTRUCT STRUCTURE (AC)

$81.84

I - Very Good

4

Crack Treatment

DO NOTHING

$0.00

Surface Treatment

DO NOTHING

$0.00

Restoration Treatment

DO NOTHING

$0.00

II - Good, Non-Load Related

DO NOTHING

$1.11

III - Good, Load Related

DO NOTHING

$1.51

IV - Poor

HEAVY REHAB

$47.82

V - Very Poor

RECONSTRUCT STRUCTURE (AC)

$81.84

7 3

4 7 3

4 7 3

9 99 100

Functional Class and Surface combination not used Criteria:

3

MTC StreetSaver

San Benito County

Decision Tree Printed: 08/11/2016

Cost/Sq Yd, # of Surface Yrs Between Yrs Between except Seal Seals before Crack Seals Surface Seals Cracks in LF: Overlay

Functional Class

Surface

Condition Category

Treatment Type

Treatment

Collector

ST

I - Very Good

Crack Treatment

DO NOTHING

$0.00

Surface Treatment

DO NOTHING

$0.00

Restoration Treatment

DO NOTHING

$0.00

II - Good, Non-Load Related

DO NOTHING

$1.11

III - Good, Load Related

DO NOTHING

$1.51

IV - Poor

DO NOTHING

$1.92

V - Very Poor

DO NOTHING

$7.47

9 99 100

Functional Class and Surface combination not used Criteria:

4

MTC StreetSaver

San Benito County

Decision Tree Printed: 08/11/2016

Cost/Sq Yd, # of Surface Yrs Between Yrs Between except Seal Seals before Crack Seals Surface Seals Cracks in LF: Overlay

Functional Class

Surface

Condition Category

Treatment Type

Treatment

Residential/Local

AC

I - Very Good

Crack Treatment

SEAL CRACKS

Surface Treatment

LIGHT MAINTENANCE

Restoration Treatment

LIGHT REHAB

$31.42

II - Good, Non-Load Related

HEAVY MAINTENANCE

$13.66

III - Good, Load Related

LIGHT REHAB

$31.42

IV - Poor

HEAVY REHAB

$47.82

RECONSTRUCT STRUCTURE (AC)

$81.84

V - Very Poor AC/AC

AC/PCC

PCC

I - Very Good

$1.32 $2.97

Crack Treatment

SEAL CRACKS

$1.32

Surface Treatment

LIGHT MAINTENANCE

$2.97

Restoration Treatment

LIGHT REHAB

$31.42

II - Good, Non-Load Related

HEAVY MAINTENANCE

$13.66

III - Good, Load Related

LIGHT REHAB

$31.42

IV - Poor

HEAVY REHAB

$47.82

V - Very Poor

RECONSTRUCT STRUCTURE (AC)

$81.84

I - Very Good

Crack Treatment

SEAL CRACKS

$1.32

Surface Treatment

LIGHT MAINTENANCE

$2.97

Restoration Treatment

LIGHT REHAB

$31.42

II - Good, Non-Load Related

HEAVY MAINTENANCE

$13.66

III - Good, Load Related

LIGHT REHAB

$31.42

IV - Poor

HEAVY REHAB

$47.82

V - Very Poor

RECONSTRUCT STRUCTURE (AC)

$81.84

I - Very Good

4

Crack Treatment

DO NOTHING

$0.00

Surface Treatment

DO NOTHING

$0.00

Restoration Treatment

DO NOTHING

$0.00

II - Good, Non-Load Related

DO NOTHING

$1.11

III - Good, Load Related

DO NOTHING

$0.00

IV - Poor

HEAVY REHAB

$47.82

V - Very Poor

RECONSTRUCT STRUCTURE (AC)

$81.84

8 3

4 8 3

4 8 3

4 99 100

Functional Class and Surface combination not used Criteria:

5

MTC StreetSaver

San Benito County

Decision Tree Printed: 08/11/2016

Cost/Sq Yd, # of Surface Yrs Between Yrs Between except Seal Seals before Crack Seals Surface Seals Cracks in LF: Overlay

Functional Class

Surface

Condition Category

Treatment Type

Treatment

Residential/Local

ST

I - Very Good

Crack Treatment

DO NOTHING

$0.00

Surface Treatment

DO NOTHING

$0.00

Restoration Treatment

DO NOTHING

$0.00

II - Good, Non-Load Related

DO NOTHING

$1.11

III - Good, Load Related

DO NOTHING

$1.51

IV - Poor

DO NOTHING

$1.92

V - Very Poor

DO NOTHING

$7.27

9 99 100

Functional Class and Surface combination not used Criteria:

6

MTC StreetSaver

San Benito County

Decision Tree Printed: 08/11/2016

Cost/Sq Yd, # of Surface Yrs Between Yrs Between except Seal Seals before Crack Seals Surface Seals Cracks in LF: Overlay

Functional Class

Surface

Condition Category

Treatment Type

Treatment

Other

AC

I - Very Good

Crack Treatment

SEAL CRACKS

Surface Treatment

LIGHT MAINTENANCE

Restoration Treatment

LIGHT REHAB

$31.42

II - Good, Non-Load Related

HEAVY MAINTENANCE

$13.66

III - Good, Load Related

LIGHT REHAB

$31.42

IV - Poor

HEAVY REHAB

$47.82

RECONSTRUCT STRUCTURE (AC)

$81.84

V - Very Poor AC/AC

AC/PCC

PCC

I - Very Good

$1.32 $2.97

Crack Treatment

SEAL CRACKS

$1.32

Surface Treatment

LIGHT MAINTENANCE

$2.97

Restoration Treatment

LIGHT REHAB

$31.42

II - Good, Non-Load Related

HEAVY MAINTENANCE

$13.66

III - Good, Load Related

LIGHT REHAB

$31.42

IV - Poor

HEAVY REHAB

$47.82

V - Very Poor

RECONSTRUCT STRUCTURE (AC)

$81.84

I - Very Good

Crack Treatment

SEAL CRACKS

$1.32

Surface Treatment

LIGHT MAINTENANCE

$2.97

Restoration Treatment

LIGHT REHAB

$31.42

II - Good, Non-Load Related

HEAVY MAINTENANCE

$13.66

III - Good, Load Related

LIGHT REHAB

$31.42

IV - Poor

HEAVY REHAB

$47.82

V - Very Poor

RECONSTRUCT STRUCTURE (AC)

$81.84

I - Very Good

4

Crack Treatment

DO NOTHING

$0.00

Surface Treatment

DO NOTHING

$0.00

Restoration Treatment

DO NOTHING

$0.00

II - Good, Non-Load Related

DO NOTHING

$1.11

III - Good, Load Related

DO NOTHING

$1.51

IV - Poor

HEAVY REHAB

$47.82

V - Very Poor

RECONSTRUCT STRUCTURE (AC)

$81.84

8 3

4 8 3

4 8 3

9 99 100

Functional Class and Surface combination not used Criteria:

7

MTC StreetSaver

San Benito County

Decision Tree Printed: 08/11/2016

Cost/Sq Yd, # of Surface Yrs Between Yrs Between except Seal Seals before Crack Seals Surface Seals Cracks in LF: Overlay

Functional Class

Surface

Condition Category

Treatment Type

Treatment

Other

ST

I - Very Good

Crack Treatment

DO NOTHING

$0.00

Surface Treatment

DO NOTHING

$0.00

Restoration Treatment

DO NOTHING

$0.00

II - Good, Non-Load Related

DO NOTHING

$1.11

III - Good, Load Related

DO NOTHING

$1.51

IV - Poor

DO NOTHING

$1.92

V - Very Poor

DO NOTHING

$7.27

9 99 100

Functional Class and Surface combination not used Criteria:

8

MTC StreetSaver

San Benito County

Decision Tree Printed: 08/11/2016

Cost/Sq Yd, # of Surface Yrs Between Yrs Between except Seal Seals before Crack Seals Surface Seals Cracks in LF: Overlay

Functional Class

Surface

Condition Category

Treatment Type

Treatment

Arterial

AC

I - Very Good

Crack Treatment

SEAL CRACKS

Surface Treatment

LIGHT MAINTENANCE

Restoration Treatment

LIGHT REHAB

$40.99

II - Good, Non-Load Related

HEAVY MAINTENANCE

$13.66

III - Good, Load Related

LIGHT REHAB

$40.99

IV - Poor

HEAVY REHAB

$64.04

V - Very Poor AC/AC

AC/PCC

PCC

I - Very Good

RECONSTRUCT STRUCTURE (AC)

$1.32 $3.96

SEAL CRACKS

$1.32

Surface Treatment

LIGHT MAINTENANCE

$3.96

Restoration Treatment

LIGHT REHAB

$40.99

HEAVY MAINTENANCE

$13.66

III - Good, Load Related

LIGHT REHAB

$40.99

IV - Poor

HEAVY REHAB

$64.04

V - Very Poor

RECONSTRUCT STRUCTURE (AC)

2

3 5 2

$124.02

Crack Treatment

SEAL CRACKS

$1.32

Surface Treatment

LIGHT MAINTENANCE

$3.96

Restoration Treatment

LIGHT REHAB

$40.99

II - Good, Non-Load Related

HEAVY MAINTENANCE

$13.66

III - Good, Load Related

LIGHT REHAB

$40.99

IV - Poor

HEAVY REHAB

V - Very Poor

RECONSTRUCT SURFACE (AC)

I - Very Good

5

$124.02

Crack Treatment

II - Good, Non-Load Related

I - Very Good

3

3 5 2

$64.04 $124.02

Crack Treatment

DO NOTHING

$0.00

Surface Treatment

DO NOTHING

$0.00

Restoration Treatment

DO NOTHING

$0.00

II - Good, Non-Load Related

DO NOTHING

$0.00

III - Good, Load Related

DO NOTHING

$0.00

IV - Poor

HEAVY REHAB

V - Very Poor

RECONSTRUCT STRUCTURE (AC)

3 99 100

$64.04 $124.02

Functional Class and Surface combination not used Criteria:

1

MTC StreetSaver

San Benito County

Decision Tree Printed: 08/11/2016

Cost/Sq Yd, # of Surface Yrs Between Yrs Between except Seal Seals before Crack Seals Surface Seals Cracks in LF: Overlay

Functional Class

Surface

Condition Category

Treatment Type

Treatment

Arterial

ST

I - Very Good

Crack Treatment

DO NOTHING

$0.00

Surface Treatment

DO NOTHING

$0.00

Restoration Treatment

DO NOTHING

$0.00

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

9 99 100

Functional Class and Surface combination not used Criteria:

2

MTC StreetSaver

San Benito County

Decision Tree Printed: 08/11/2016

Cost/Sq Yd, # of Surface Yrs Between Yrs Between except Seal Seals before Crack Seals Surface Seals Cracks in LF: Overlay

Functional Class

Surface

Condition Category

Treatment Type

Treatment

Collector

AC

I - Very Good

Crack Treatment

SEAL CRACKS

Surface Treatment

LIGHT MAINTENANCE

Restoration Treatment

LIGHT REHAB

$31.42

II - Good, Non-Load Related

HEAVY MAINTENANCE

$13.66

III - Good, Load Related

LIGHT REHAB

$31.42

IV - Poor

HEAVY REHAB

$47.82

RECONSTRUCT STRUCTURE (AC)

$81.84

V - Very Poor AC/AC

AC/PCC

PCC

I - Very Good

$1.32 $2.97

Crack Treatment

SEAL CRACKS

$1.32

Surface Treatment

LIGHT MAINTENANCE

$2.97

Restoration Treatment

LIGHT REHAB

$31.42

II - Good, Non-Load Related

HEAVY MAINTENANCE

$13.66

III - Good, Load Related

LIGHT REHAB

$31.42

IV - Poor

HEAVY REHAB

$47.82

V - Very Poor

RECONSTRUCT STRUCTURE (AC)

$81.84

I - Very Good

Crack Treatment

SEAL CRACKS

$1.32

Surface Treatment

LIGHT MAINTENANCE

$2.97

Restoration Treatment

LIGHT REHAB

$31.42

II - Good, Non-Load Related

HEAVY MAINTENANCE

$13.66

III - Good, Load Related

LIGHT REHAB

$31.42

IV - Poor

HEAVY REHAB

$47.82

V - Very Poor

RECONSTRUCT STRUCTURE (AC)

$81.84

I - Very Good

4

Crack Treatment

DO NOTHING

$0.00

Surface Treatment

DO NOTHING

$0.00

Restoration Treatment

DO NOTHING

$0.00

II - Good, Non-Load Related

DO NOTHING

$1.11

III - Good, Load Related

DO NOTHING

$1.51

IV - Poor

HEAVY REHAB

$47.82

V - Very Poor

RECONSTRUCT STRUCTURE (AC)

$81.84

7 3

4 7 3

4 7 3

9 99 100

Functional Class and Surface combination not used Criteria:

3

MTC StreetSaver

San Benito County

Decision Tree Printed: 08/11/2016

Cost/Sq Yd, # of Surface Yrs Between Yrs Between except Seal Seals before Crack Seals Surface Seals Cracks in LF: Overlay

Functional Class

Surface

Condition Category

Treatment Type

Treatment

Collector

ST

I - Very Good

Crack Treatment

DO NOTHING

$0.00

Surface Treatment

DO NOTHING

$0.00

Restoration Treatment

DO NOTHING

$0.00

II - Good, Non-Load Related

DO NOTHING

$1.11

III - Good, Load Related

DO NOTHING

$1.51

IV - Poor

DO NOTHING

$1.92

V - Very Poor

DO NOTHING

$7.47

9 99 100

Functional Class and Surface combination not used Criteria:

4

MTC StreetSaver

San Benito County

Decision Tree Printed: 08/11/2016

Cost/Sq Yd, # of Surface Yrs Between Yrs Between except Seal Seals before Crack Seals Surface Seals Cracks in LF: Overlay

Functional Class

Surface

Condition Category

Treatment Type

Treatment

Residential/Local

AC

I - Very Good

Crack Treatment

SEAL CRACKS

Surface Treatment

LIGHT MAINTENANCE

Restoration Treatment

LIGHT REHAB

$31.42

II - Good, Non-Load Related

HEAVY MAINTENANCE

$13.66

III - Good, Load Related

LIGHT REHAB

$31.42

IV - Poor

HEAVY REHAB

$47.82

RECONSTRUCT STRUCTURE (AC)

$81.84

V - Very Poor AC/AC

AC/PCC

PCC

I - Very Good

$1.32 $2.97

Crack Treatment

SEAL CRACKS

$1.32

Surface Treatment

LIGHT MAINTENANCE

$2.97

Restoration Treatment

LIGHT REHAB

$31.42

II - Good, Non-Load Related

HEAVY MAINTENANCE

$13.66

III - Good, Load Related

LIGHT REHAB

$31.42

IV - Poor

HEAVY REHAB

$47.82

V - Very Poor

RECONSTRUCT STRUCTURE (AC)

$81.84

I - Very Good

Crack Treatment

SEAL CRACKS

$1.32

Surface Treatment

LIGHT MAINTENANCE

$2.97

Restoration Treatment

LIGHT REHAB

$31.42

II - Good, Non-Load Related

HEAVY MAINTENANCE

$13.66

III - Good, Load Related

LIGHT REHAB

$31.42

IV - Poor

HEAVY REHAB

$47.82

V - Very Poor

RECONSTRUCT STRUCTURE (AC)

$81.84

I - Very Good

4

Crack Treatment

DO NOTHING

$0.00

Surface Treatment

DO NOTHING

$0.00

Restoration Treatment

DO NOTHING

$0.00

II - Good, Non-Load Related

DO NOTHING

$1.11

III - Good, Load Related

DO NOTHING

$0.00

IV - Poor

HEAVY REHAB

$47.82

V - Very Poor

RECONSTRUCT STRUCTURE (AC)

$81.84

8 3

4 8 3

4 8 3

4 99 100

Functional Class and Surface combination not used Criteria:

5

MTC StreetSaver

San Benito County

Decision Tree Printed: 08/11/2016

Cost/Sq Yd, # of Surface Yrs Between Yrs Between except Seal Seals before Crack Seals Surface Seals Cracks in LF: Overlay

Functional Class

Surface

Condition Category

Treatment Type

Treatment

Residential/Local

ST

I - Very Good

Crack Treatment

DO NOTHING

$0.00

Surface Treatment

DO NOTHING

$0.00

Restoration Treatment

DO NOTHING

$0.00

II - Good, Non-Load Related

DO NOTHING

$1.11

III - Good, Load Related

DO NOTHING

$1.51

IV - Poor

DO NOTHING

$1.92

V - Very Poor

DO NOTHING

$7.27

9 99 100

Functional Class and Surface combination not used Criteria:

6

MTC StreetSaver

San Benito County

Decision Tree Printed: 08/11/2016

Cost/Sq Yd, # of Surface Yrs Between Yrs Between except Seal Seals before Crack Seals Surface Seals Cracks in LF: Overlay

Functional Class

Surface

Condition Category

Treatment Type

Treatment

Other

AC

I - Very Good

Crack Treatment

SEAL CRACKS

Surface Treatment

LIGHT MAINTENANCE

Restoration Treatment

LIGHT REHAB

$31.42

II - Good, Non-Load Related

HEAVY MAINTENANCE

$13.66

III - Good, Load Related

LIGHT REHAB

$31.42

IV - Poor

HEAVY REHAB

$47.82

RECONSTRUCT STRUCTURE (AC)

$81.84

V - Very Poor AC/AC

AC/PCC

PCC

I - Very Good

$1.32 $2.97

Crack Treatment

SEAL CRACKS

$1.32

Surface Treatment

LIGHT MAINTENANCE

$2.97

Restoration Treatment

LIGHT REHAB

$31.42

II - Good, Non-Load Related

HEAVY MAINTENANCE

$13.66

III - Good, Load Related

LIGHT REHAB

$31.42

IV - Poor

HEAVY REHAB

$47.82

V - Very Poor

RECONSTRUCT STRUCTURE (AC)

$81.84

I - Very Good

Crack Treatment

SEAL CRACKS

$1.32

Surface Treatment

LIGHT MAINTENANCE

$2.97

Restoration Treatment

LIGHT REHAB

$31.42

II - Good, Non-Load Related

HEAVY MAINTENANCE

$13.66

III - Good, Load Related

LIGHT REHAB

$31.42

IV - Poor

HEAVY REHAB

$47.82

V - Very Poor

RECONSTRUCT STRUCTURE (AC)

$81.84

I - Very Good

4

Crack Treatment

DO NOTHING

$0.00

Surface Treatment

DO NOTHING

$0.00

Restoration Treatment

DO NOTHING

$0.00

II - Good, Non-Load Related

DO NOTHING

$1.11

III - Good, Load Related

DO NOTHING

$1.51

IV - Poor

HEAVY REHAB

$47.82

V - Very Poor

RECONSTRUCT STRUCTURE (AC)

$81.84

8 3

4 8 3

4 8 3

9 99 100

Functional Class and Surface combination not used Criteria:

7

MTC StreetSaver

San Benito County

Decision Tree Printed: 08/11/2016

Cost/Sq Yd, # of Surface Yrs Between Yrs Between except Seal Seals before Crack Seals Surface Seals Cracks in LF: Overlay

Functional Class

Surface

Condition Category

Treatment Type

Treatment

Other

ST

I - Very Good

Crack Treatment

DO NOTHING

$0.00

Surface Treatment

DO NOTHING

$0.00

Restoration Treatment

DO NOTHING

$0.00

II - Good, Non-Load Related

DO NOTHING

$1.11

III - Good, Load Related

DO NOTHING

$1.51

IV - Poor

DO NOTHING

$1.92

V - Very Poor

DO NOTHING

$7.27

9 99 100

Functional Class and Surface combination not used Criteria:

8

MTC StreetSaver

Needs / Zero Dollars Unconstrained and Zero Budget ($312 Million over 5 Years) ($345.8 Million over 10 Years) Projected PCI/Cost Summary Rehabilitation Treatment/Cost Summary Preventative Maintenance Treatment/Cost Summary

San Benito County

Needs - Projected PCI/Cost Summary Inflation Rate =

Criteria:

3.00 %

Printed: 08/08/2016

Year

PCI Treated PCI Untreated

PM Cost

Rehab Cost

Cost

2016 2017 2018 2019 2020

65 74 82 87 88

$437,106 $0 $35,989 $11,744 $35,346

$120,497,047 $71,228,634 $57,311,137 $41,619,269 $20,839,793

$120,934,153 $71,228,634 $57,347,126 $41,631,013 $20,875,139

% PM

PM Total Cost

Rehab Total Cost

Total Cost

0.17%

$520,185

$311,495,880

$312,016,065

37 33 28 24 20

1 SS1008

MTC StreetSaver

San Benito County

Needs - Rehabilitation Treatment/Cost Summary Inflation Rate =

Treatment

Year

HEAVY MAINTENANCE

2016 2017 2018 2019 2020

Area Treated 202,026.67 130,504.44 43,333.33 21,942.22 10,560 Total

HEAVY REHAB

2016 2017 2018 2019

LIGHT REHAB

2016 2018 Total

RECONSTRUCT STRUCTURE (AC)

2016 2017 2018 2019 2020

408,366.67 sq.yd.

$5,713,734

sq.yd. sq.yd. sq.yd. sq.yd.

sq.yd.

$35,971,008 $9,514,875 $6,455,164 $4,905,234

1,075,652.44 sq.yd.

$56,846,281

59,177.22 sq.yd. 15,388.89 sq.yd.

$2,207,694 $669,206

74,566.11 sq.yd.

$2,876,900

sq.yd. sq.yd. sq.yd.

sq.yd.

$79,558,654 $59,877,581 $49,558,783 $36,386,509 $20,677,438

2,737,517.22 sq.yd.

$246,058,965

sq.yd. sq.yd. sq.yd. sq.yd.

Total Cost

Criteria:

1 SS1010

Cost

sq.yd.

956,318.44 685,229 537,756.78 378,705.89 179,507.11 Total

Printed: 08/08/2016

$2,759,691 $1,836,178 $627,984 $327,526 $162,355

697,034.67 182,447.22 119,122.78 77,047.78 Total

3.00 %

$311,495,880

MTC StreetSaver

San Benito County

Needs - Preventive Maintenance Treatment/Cost Summary Inflation Rate =

Treatment

Year

Area Treated

$437,106

11,421.67 sq.yd.

$35,989

2019

sq.yd.

131,535.78

1,527.78 144,485.22

$4,959 $478,054

2019

4,693.73

ft.

$6,785

2020

23,743.45

ft.

$35,346

Total Total Quantity

Criteria:

Cost

2018

Total

SEAL CRACKS

Printed: 08/08/2016

sq.yd.

2016

LIGHT MAINTENANCE

3.00 %

1 SS1007

28,437.18

$42,131

172,922.41

$520,185

MTC StreetSaver

San Benito County

Needs - Projected PCI/Cost Summary Inflation Rate =

Criteria:

Year

PCI Treated PCI Untreated

2016 2017 2018 2019 2020 2021 2022 2023 2024 2025

65 74 82 87 88 88 87 87 87 87

3.00 %

Printed: 08/08/2016

PM Cost

Rehab Cost

Cost

$437,106 $0 $35,989 $11,744 $35,346 $2,829,302 $826,348 $5,824,562 $6,422,522 $6,796,058

$120,497,047 $71,228,634 $57,311,137 $41,619,269 $20,839,793 $7,710,303 $2,859,644 $75,097 $368,752 $64,362

$120,934,153 $71,228,634 $57,347,126 $41,631,013 $20,875,139 $10,539,605 $3,685,992 $5,899,659 $6,791,274 $6,860,420

% PM

PM Total Cost

Rehab Total Cost

Total Cost

6.71%

$23,218,977

$322,574,038

$345,793,015

37 33 28 24 20 16 13 11 9 7

1 SS1008

MTC StreetSaver

San Benito County

Needs - Rehabilitation Treatment/Cost Summary Inflation Rate =

Treatment

Year

HEAVY MAINTENANCE

2016 2017 2018 2019 2020 2021 2022 2023 2024 2025

Area Treated 202,026.67 130,504.44 43,333.33 21,942.22 10,560 118,277.78 19,861.11 4,470 21,310 3,611.11 Total

HEAVY REHAB

2016 2017 2018 2019

LIGHT REHAB

2016 2018 Total

RECONSTRUCT STRUCTURE (AC)

2016 2017 2018 2019 2020 2021 2022

575,896.67 sq.yd.

$8,418,908

sq.yd. sq.yd. sq.yd. sq.yd. sq.yd. sq.yd. sq.yd. sq.yd. sq.yd.

sq.yd.

$35,971,008 $9,514,875 $6,455,164 $4,905,234

1,075,652.44 sq.yd.

$56,846,281

59,177.22 sq.yd. 15,388.89 sq.yd.

$2,207,694 $669,206

74,566.11 sq.yd.

$2,876,900

sq.yd. sq.yd. sq.yd.

sq.yd.

$79,558,654 $59,877,581 $49,558,783 $36,386,509 $20,677,438 $5,837,291 $2,535,693

2,824,991.56 sq.yd.

$254,431,949

sq.yd. sq.yd. sq.yd. sq.yd. sq.yd. sq.yd.

Total Cost

Criteria:

1 SS1010

Cost

sq.yd.

956,318.44 685,229 537,756.78 378,705.89 179,507.11 61,526.11 25,948.22 Total

Printed: 08/08/2016

$2,759,691 $1,836,178 $627,984 $327,526 $162,355 $1,873,012 $323,951 $75,097 $368,752 $64,362

697,034.67 182,447.22 119,122.78 77,047.78 Total

3.00 %

$322,574,038

MTC StreetSaver

San Benito County

Needs - Preventive Maintenance Treatment/Cost Summary Inflation Rate =

Treatment

Year

Area Treated

$437,106

11,421.67 sq.yd.

$35,989

2019

sq.yd.

$4,959

276,663.78 sq.yd.

$1,270,098

131,535.78

1,527.78

2022

80,340 sq.yd.

$379,888

2023

1,316,018.56 sq.yd.

$4,933,032

2024

1,185,832.33 sq.yd.

$4,592,288

2025

648,132.44 sq.yd.

$2,624,370

Total

$14,277,730 $1,539,130

2022

8,805.56 sq.yd.

$430,981

2023

sq.yd.

$880,819

2024

45,760 sq.yd.

$1,821,337

2025

92,378.89 sq.yd.

$4,166,984

32,390

17,472.22

Total

196,806.67

$8,839,251

2019

4,693.73

ft.

$6,785

2020

23,743.45

ft.

$35,346

2021

13,091.58

ft.

$20,074

2022

9,794.87

ft.

$15,479

2023

6,581.17

ft.

$10,711

2024

5,311.07

ft.

$8,897

2025

2,725.4

ft.

$4,704

Total Total Quantity

Criteria:

3,651,472.33 sq.yd.

2021

SEAL CRACKS

Cost

2018

2021

LIGHT REHAB

Printed: 08/08/2016

sq.yd.

2016

LIGHT MAINTENANCE

3.00 %

1 SS1007

65,941.28

$101,996

3,914,220.28

$23,218,977

MTC StreetSaver

Maintain PCI ($79.8 Million over 5 Years) ($122.2 Million over 10 Years) Network Condition Summary Cost Summary Pavement Network Condition Lane Miles

San Benito County

Target-Driven Scenarios Network Condition Summary Interest: 3%

Printed: 08/08/2016

Inflation: 3%

Scenario: MAINTAIN 37 Objective: Minimum Network Average PCI

Target: Overall 37

Projected Network Average PCI by year Year 2016 2017 2018 2019 2020

Never Treated 37 33 28 24 20

With Selected Treatment 37 37 37 37 37

Percent Network Area by Functional Classification and Condition Class Condition in base year 2016, prior to applying treatments. Condition Class

Arterial

Collector

Res/Loc

Other

Total

I II / III IV V

1.6% 5.3% 9.6% 0.7%

2.0% 8.5% 38.2% 16.7%

0.8% 0.9% 11.2% 4.6%

0.0% 0.0% 0.0% 0.0%

4.4% 14.7% 59.0% 22.0%

Total

17.2%

65.4%

17.4%

0.0%

100.0%

Condition in year 2016 after schedulable treatments applied. Condition Class

Arterial

Collector

Res/Loc

Other

Total

I II / III IV V

1.6% 5.3% 9.6% 0.7%

2.0% 8.5% 38.2% 16.7%

0.8% 0.9% 11.2% 4.6%

0.0% 0.0% 0.0% 0.0%

4.4% 14.7% 59.0% 22.0%

Total

17.2%

65.4%

17.4%

0.0%

100.0%

Condition in year 2020 after schedulable treatments applied. Condition Class

Arterial

Collector

Res/Loc

Other

Total

I II / III IV V

8.5% 0.6% 1.5% 6.6%

20.7% 0.6% 0.0% 44.1%

3.4% 0.0% 3.2% 10.8%

0.0% 0.0% 0.0% 0.0%

32.7% 1.2% 4.6% 61.5%

Total

17.2%

65.4%

17.4%

0.0%

100.0%

Scenarios Criteria:

1 SS1062

MTC StreetSaver

San Benito County

Target-Driven Scenarios - Cost Summary Interest: 3%

Printed: 08/08/2016

Inflation: 3%

Scenario: MAINTAIN 37 Objective: Minimum Network Average PCI Year

Rehabilitation

2016

II

$0

III

$0

IV

$0

V

$0

Total

$0

Project

$0

2017

II

$0

III

$445,919

IV

$16,012,300

V

$0

Total

$16,458,219

Project

$0

2018

II

$440,812

III

$669,206

IV

$19,207,143

V

$0

Total

$20,317,161

Project

$0

II

$360,795

2019

III

$0

IV

$4,953,424

V

$17,442,685

Total

$22,756,904

Project

$0

II

$630,013

2020

III

$0

IV

$10,163,217

V

$8,998,475

Total

$19,791,705

Project

$0

Functional Class Arterial Collector Residential/Local

Total:

Scenarios Criteria:

Target: Overall 37 Preventive Maintenance NonProject

$0

Project

$0

NonProject

$450,222

Project

$0

NonProject

$35,989

Project

$0

NonProject

$4,959

Project

$0

NonProject

$3,563

Project

$0

Rehabilitation

Prev. Maint.

$20,082,186 $53,375,912 $5,865,891

$194,903 $234,775 $65,055

$79,323,989

$494,733

1 SS1063

Total Cost

Deferred

$0

$120,934,086

$16,908,441

$155,935,371

$20,353,150

$196,098,313

$22,761,863

$220,449,338

$19,795,268

$260,097,564

Summary

Grand Total: $79,818,722

MTC StreetSaver

San Benito County

Target-Driven Scenarios Pavement Network Condition Lane Miles Interest: 3.00%

Printed: 08/08/2016

Inflation: 3.00%

Scenario: MAINTAIN 37 Objective: Minimum Network Average PCI

Target: Overall 37

Annual budget needs to meet target objectives

Preventative Maintenance

Year

Arterial

Collector

Res/Loc

Other

2016

$0

$0

$0

$0

$0

Total $0

2017

$8,650,993

$7,929,896

$327,552

$0

$450,222

$16,908,441

2018

$3,038,724

$12,776,106

$4,538,320

$0

$35,989

$20,353,150

2019

$3,471,109

$18,225,680

$1,065,074

$0

$4,959

$22,761,863

2020

$5,116,263

$14,679,005

$0

$0

$3,563

$19,795,268

Average Yearly Total: Grand Total:

$15,963,744 $79,818,722

Pavement Network prior to treatments in lane miles.

Functional Class Arterial Collector Residential

PCI 48 35 35

Percentage of the Network in Very Good Condition 1.6% 2.0% 0.8%

Percentage of the Network in Poor or Very Poor Condition 10.3% 54.9% 15.7%

Remaining Life 7 3 4

Pavement Network after schedulable treatments applied in lane miles.

2016 Functional Class Arterial Collector Residential

PCI 48 35 35

2017 Functional Class Arterial Collector Residential

PCI 55 34 32

2018 Functional Class Arterial Collector Residential

Scenarios Criteria:

PCI 53 33 36

Percentage of the Network in Very Good Condition 1.6% 2.0% 0.8%

Percentage of the Network in Poor or Very Poor Condition 10.3% 54.9% 15.7%

Percentage of the Network in Very Good Condition 4.5% 5.4% 0.7%

Percentage of the Network in Poor or Very Poor Condition 8.1% 54.4% 16.0%

Percentage of the Network in Very Good Condition 5.9% 11.1% 2.7%

Percentage of the Network in Poor or Very Poor Condition 8.0% 50.8% 14.0%

1 SS1067

Remaining Life 7 3 4

Remaining Life 11 4 4

Remaining Life 11 5 7

MTC StreetSaver

Pavement Network after schedulable treatments applied in lane miles.

2019 Functional Class Arterial Collector Residential

PCI 53 34 34

2020 Functional Class Arterial Collector Residential

Scenarios Criteria:

PCI 54 34 31

Percentage of the Network in Very Good Condition 7.0% 16.1% 3.4%

Percentage of the Network in Poor or Very Poor Condition 8.0% 46.4% 14.0%

Percentage of the Network in Very Good Condition 8.5% 20.7% 3.4%

Percentage of the Network in Poor or Very Poor Condition 8.0% 44.1% 14.0%

2 SS1067

Remaining Life 12 7 7

Remaining Life 13 8 7

MTC StreetSaver

San Benito County

Target-Driven Scenarios Network Condition Summary Interest: 3%

Printed: 08/08/2016

Inflation: 3%

Scenario: MAINTAIN 37 Objective: Minimum Network Average PCI

Target: Overall 37

Projected Network Average PCI by year Year 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025

Never Treated 37 33 28 24 20 16 13 11 9 7

With Selected Treatment 37 37 37 37 37 37 37 37 37 37

Percent Network Area by Functional Classification and Condition Class Condition in base year 2016, prior to applying treatments. Condition Class

Arterial

Collector

Res/Loc

Other

Total

I II / III IV V

1.6% 5.3% 9.6% 0.7%

2.0% 8.5% 38.2% 16.7%

0.8% 0.9% 11.2% 4.6%

0.0% 0.0% 0.0% 0.0%

4.4% 14.7% 59.0% 22.0%

Total

17.2%

65.4%

17.4%

0.0%

100.0%

Condition in year 2016 after schedulable treatments applied. Condition Class

Arterial

Collector

Res/Loc

Other

Total

I II / III IV V

1.6% 5.3% 9.6% 0.7%

2.0% 8.5% 38.2% 16.7%

0.8% 0.9% 11.2% 4.6%

0.0% 0.0% 0.0% 0.0%

4.4% 14.7% 59.0% 22.0%

Total

17.2%

65.4%

17.4%

0.0%

100.0%

Condition in year 2025 after schedulable treatments applied. Condition Class

Arterial

Collector

Res/Loc

Other

Total

I II / III V

8.4% 0.8% 8.0%

29.4% 0.0% 36.0%

3.4% 0.0% 14.0%

0.0% 0.0% 0.0%

41.2% 0.8% 58.0%

Total

17.2%

65.4%

17.4%

0.0%

100.0%

Scenarios Criteria:

1 SS1062

MTC StreetSaver

San Benito County

Target-Driven Scenarios - Cost Summary Interest: 3%

Inflation: 3%

Printed: 08/08/2016

Scenario: MAINTAIN 37 Objective: Minimum Network Average PCI Year

2016

2017

2018

2019

2020

2021

Scenarios Criteria:

Rehabilitation II

$0

III

$0

IV

$0

V

$0

Total

$0

Project

$0

II

$0

III

$445,919

IV

$16,012,300

V

$0

Total

$16,458,219

Project

$0

II

$440,812

III

$669,206

IV

$19,207,143

V

$0

Total

$20,317,161

Project

$0

II

$360,795

III

$0

IV

$4,953,424

V

$17,442,685

Total

$22,756,904

Project

$0

II

$630,013

III

$0

IV

$10,163,217

V

$8,998,475

Total

$19,791,705

Project

$0

II

$0

III

$0

IV

$1,101,031

V

$12,712,303

Total

$13,813,334

Project

$0

Target: Overall 37 Preventive Maintenance NonProject

$0

Project

$0

NonProject

$450,222

Project

$0

NonProject

$35,989

Project

$0

NonProject

$4,959

Project

$0

NonProject

$3,563

Project

$0

NonProject

$7,648

Project

$0

1 SS1063

Total Cost

Deferred

$0

$120,934,086

$16,908,441

$155,935,371

$20,353,150

$196,098,313

$22,761,863

$220,449,338

$19,795,268

$260,097,564

$13,820,982

$270,283,584

MTC StreetSaver

Year

Rehabilitation

2022

II

$0

III

$0

IV

$2,307,448

V

$7,425,949

Total

$9,733,397

Project

$0

2023

II

$228,668

III

$0

IV

$0

V

$8,168,377

Total

$8,397,045

Project

$0

II

$182,732

2024

III

$0

IV

$0

V

$4,379,128

Total

$4,561,860

Project

$0

II

$0

2025

III

$0

IV

$0

V

$2,255,250

Total

$2,255,250

Project

$0

Functional Class Arterial Collector Residential/Local

Total:

Scenarios Criteria:

Preventive Maintenance NonProject

$843,324

Project

$0

NonProject

$218,954

Project

$0

NonProject

$1,082,921

Project

$0

NonProject

$1,471,443

Project

$0

Rehabilitation

Prev. Maint.

$22,091,573 $89,855,918 $6,137,384

$1,831,169 $2,106,896 $180,958

$118,084,875

$4,119,023

2 SS1063

Total Cost

Deferred

$10,576,721

$276,139,873

$8,615,999

$278,564,990

$5,644,781

$282,542,817

$3,726,693

$288,763,708

Summary

Grand Total: $122,203,898

MTC StreetSaver

San Benito County

Target-Driven Scenarios Pavement Network Condition Lane Miles Interest: 3.00%

Printed: 08/08/2016

Inflation: 3.00%

Scenario: MAINTAIN 37 Objective: Minimum Network Average PCI

Target: Overall 37

Annual budget needs to meet target objectives

Preventative Maintenance

Year

Arterial

Collector

Res/Loc

Other

2016

$0

$0

$0

$0

$0

Total $0

2017

$8,650,993

$7,929,896

$327,552

$0

$450,222

$16,908,441

2018

$3,038,724

$12,776,106

$4,538,320

$0

$35,989

$20,353,150

2019

$3,471,109

$18,225,680

$1,065,074

$0

$4,959

$22,761,863

2020

$5,116,263

$14,679,005

$0

$0

$3,563

$19,795,268

2021

$560

$13,819,393

$1,029

$0

$7,648

$13,820,982

2022

$2,845,689

$7,687,340

$43,692

$0

$843,324

$10,576,721

2023

$214,082

$8,173,083

$228,834

$0

$218,954

$8,615,999

2024

$248,830

$5,395,951

$0

$0

$1,082,921

$5,644,781

2025

$336,492

$3,276,360

$113,841

$0

$1,471,443

$3,726,693

Average Yearly Total: $12,220,390 Grand Total: $122,203,898 Pavement Network prior to treatments in lane miles.

Functional Class Arterial Collector Residential

PCI 48 35 35

Percentage of the Network in Very Good Condition 1.6% 2.0% 0.8%

Percentage of the Network in Poor or Very Poor Condition 10.3% 54.9% 15.7%

Remaining Life 7 3 4

Pavement Network after schedulable treatments applied in lane miles.

2016 Functional Class Arterial Collector Residential

PCI 48 35 35

2017 Functional Class Arterial Collector Residential

Scenarios Criteria:

PCI 55 34 32

Percentage of the Network in Very Good Condition 1.6% 2.0% 0.8%

Percentage of the Network in Poor or Very Poor Condition 10.3% 54.9% 15.7%

Percentage of the Network in Very Good Condition 4.5% 5.4% 0.7%

Percentage of the Network in Poor or Very Poor Condition 8.1% 54.4% 16.0%

1 SS1067

Remaining Life 7 3 4

Remaining Life 11 4 4

MTC StreetSaver

Pavement Network after schedulable treatments applied in lane miles.

2018 Functional Class Arterial Collector Residential

PCI 53 33 36

2019 Functional Class Arterial Collector Residential

PCI 53 34 34

2020 Functional Class Arterial Collector Residential

PCI 54 34 31

2021 Functional Class Arterial Collector Residential

PCI 51 36 28

2022 Functional Class Arterial Collector Residential

PCI 51 36 26

2023 Functional Class Arterial Collector Residential

PCI 49 38 23

2024 Functional Class Arterial Collector Residential

Scenarios Criteria:

PCI 47 39 21

Percentage of the Network in Very Good Condition 5.9% 11.1% 2.7%

Percentage of the Network in Poor or Very Poor Condition 8.0% 50.8% 14.0%

Percentage of the Network in Very Good Condition 7.0% 16.1% 3.4%

Percentage of the Network in Poor or Very Poor Condition 8.0% 46.4% 14.0%

Percentage of the Network in Very Good Condition 8.5% 20.7% 3.4%

Percentage of the Network in Poor or Very Poor Condition 8.0% 44.1% 14.0%

Percentage of the Network in Very Good Condition 8.5% 24.3% 3.4%

Percentage of the Network in Poor or Very Poor Condition 8.0% 41.0% 14.0%

Percentage of the Network in Very Good Condition 9.1% 26.1% 3.4%

Percentage of the Network in Poor or Very Poor Condition 8.0% 39.3% 14.0%

Percentage of the Network in Very Good Condition 9.1% 28.0% 3.4%

Percentage of the Network in Poor or Very Poor Condition 8.0% 37.4% 14.0%

Percentage of the Network in Very Good Condition 8.4% 29.0% 3.4%

Percentage of the Network in Poor or Very Poor Condition 8.0% 36.5% 14.0%

2 SS1067

Remaining Life 11 5 7

Remaining Life 12 7 7

Remaining Life 13 8 7

Remaining Life 13 9 7

Remaining Life 14 10 6

Remaining Life 14 10 6

Remaining Life 13 10 6

MTC StreetSaver

Pavement Network after schedulable treatments applied in lane miles.

2025 Functional Class Arterial Collector Residential

Scenarios Criteria:

PCI 46 40 20

Percentage of the Network in Very Good Condition 8.4% 29.4% 3.4%

3 SS1067

Percentage of the Network in Poor or Very Poor Condition 8.0% 36.0% 14.0%

Remaining Life 13 10 6

MTC StreetSaver

Current Budget ($2.5 Million over 5 Years) ($5.0 Million over 10 Years) Network Condition Summary Cost Summary Network Deferred Maintenance and Rehabilitation Summary

San Benito County

Scenarios - Network Condition Summary Interest: 3%

Inflation: 3%

Printed: 08/08/2016

Scenario: 500k/yr

Year

Budget

PM

Year

Budget

PM

Year

Budget

PM

2016

$500,000

15%

2018

$500,000

15%

2020

$500,000

15%

2017

$500,000

15%

2019

$500,000

15%

Projected Network Average PCI by year Year 2016 2017 2018 2019 2020

Never Treated 37 33 28 24 20

With Selected Treatment 37 33 29 24 20

Treated Centerline Miles 1.56 2.18 1.41 2.12 2.53

Treated Lane Miles 3.12 4.35 2.83 4.23 5.07

Percent Network Area by Functional Class and Condition Category Condition in base year 2016, prior to applying treatments. Condition I II / III IV V Total

Arterial 1.6% 5.3% 9.6% 0.7% 17.2%

Collector 2.0% 8.5% 38.2% 16.7% 65.4%

Res/Loc 0.8% 0.9% 11.2% 4.6% 17.4%

Other 0.0% 0.0% 0.0% 0.0% 0.0%

Total 4.4% 14.7% 59.0% 22.0% 100.0%

Other 0.0% 0.0% 0.0% 0.0% 0.0%

Total 4.6% 14.5% 58.9% 22.0% 100.0%

Other 0.0% 0.0% 0.0% 0.0% 0.0%

Total 4.4% 2.7% 24.6% 68.2% 100.0%

Condition in year 2016 after schedulable treatments applied. Condition I II / III IV V Total

Arterial 1.7% 5.2% 9.5% 0.7% 17.2%

Collector 2.0% 8.5% 38.2% 16.7% 65.4%

Res/Loc 0.8% 0.9% 11.2% 4.6% 17.4%

Condition in year 2020 after schedulable treatments applied. Condition I II / III IV V Total

Scenarios Criteria:

Arterial 1.6% 1.7% 7.4% 6.6% 17.2%

Collector 2.1% 0.8% 11.8% 50.8% 65.4%

Res/Loc 0.8% 0.3% 5.5% 10.8% 17.4%

1 SS1035

MTC StreetSaver

San Benito County

Scenarios - Cost Summary Interest: 3.00%

Printed: 08/08/2016

Inflation: 3.00%

Scenario: 500k/yr

Year

2016

2017

2018

2019

2020

PM

Budget

15%

$500,000

15%

15%

15%

15%

II

$32,633

III

$178,079

IV

$212,400

V

$0

Total

$423,112

Project

$0

$500,000

II

$0

III

$262,497

IV

$161,042

V

$0

Total

$423,539

Project

$0

$500,000

II

$10,869

III

$0

IV

$386,289

V

$0

Total

$397,158

Project

$0

$500,000

II

$0

III

$0

IV

$414,521

V

$0

Total

$414,521

Project

$0

$500,000

Preventative Maintenance

Surplus PM

Deferred

NonProject

$71,242

$3,758

$120,439,734

Project

$0

NonProject

$72,499

Project

$0

NonProject

$61,618

Project

$0

NonProject

$72,464

Project

$0

NonProject

$49,614

Project

$0

Rehabilitation

II

$25,198

III

$0

IV

$380,491

V

$0

Total

$405,689

Project

$0

Summary

$2,501

$172,078,453

$13,382

$222,237,133

$2,536

$255,757,557

$25,386

$307,057,130

Stop Gap Funded

$0

Unmet

$917,753

Funded

$0

Unmet

$591,136

Funded

$0

Unmet

$472,393

Funded

$0

Unmet

$339,853

Funded

$0

Unmet

$157,589

Rehabilitation

Prev. Maint.

Funded Stop Gap

Unmet Stop Gap

Arterial

$934,378

$94,164

$0

$311,470

Collector

$645,343

$204,112

$0

$1,748,037

Residential/Local

$484,298

$29,161

$0

$419,216

$2,064,019

$327,437

$0

$2,478,724

Functional Class

Grand Total:

Scenarios Criteria:

1 SS1034

MTC StreetSaver

San Benito County

Scenarios - Network Deferred Maintenance and Rehabilitation Summary

Interest: 3.00%

Inflation: 3.00%

Printed: 08/08/2016 Scenario: 500k/yr

Year

Budget

PM

Year

Budget

PM

Year

Budget

PM

2016 2017 2018 2019

$500,000

6%

$500,000

6%

6%

6%

$500,000

6%

2024 2025

$500,000

$500,000

$500,000

6%

$500,000

6%

$500,000

6%

$500,000

6%

2020 2021 2022 2023

$500,000

6%

Area of analyzed pavement sections for which maintenance and/or rehabilitation were deferred for each analysis year by functional classification in square yards.

Analyzed Year

Deferred Area by Functional Classification in Sq Yd Arterial Collector Res/Loc

Other

Total

2016

364,916

1,304,616

352,718

0

2,022,250

2017 2018 2019 2020 2021 2022 2023 2024 2025

312,073 313,071 377,672 474,657 512,646 545,720 595,573 538,677 548,273

1,735,249 2,080,843 2,177,257 2,413,391 2,509,593 2,594,233 2,664,179 2,696,220 2,744,324

361,385 440,952 470,827 525,228 585,308 617,196 620,954 631,820 698,381

0 0 0 0 0 0 0 0 0

2,408,707 2,834,866 3,025,756 3,413,276 3,607,547 3,757,149 3,880,706 3,866,717 3,990,978

Percentage of analyzed pavement sections for which maintenance and/or rehabilitation were deferred for each analysis year by functional classification. Analyzed Year 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025

Scenarios Criteria:

Deferred Area Percentage by Functional Classification Arterial Collector Res/Loc 8.4% 7.2% 7.2% 8.7% 10.9% 11.8% 12.5% 13.7% 12.4% 12.6%

30.0% 39.9% 47.8% 50.0% 55.5% 57.7% 59.6% 61.2% 62.0% 63.1%

8.1% 8.3% 10.1% 10.8% 12.1% 13.5% 14.2% 14.3% 14.5% 16.1%

1 SS1037

Other

Total

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

46.5% 55.4% 65.2% 69.5% 78.4% 82.9% 86.3% 89.2% 88.9% 91.7%

MTC StreetSaver

San Benito County

Scenarios - Network Deferred Maintenance and Rehabilitation Summary

Interest: 3.00%

Inflation: 3.00%

Printed: 08/08/2016 Scenario: 500k/yr

Year

Budget

PM

Year

Budget

PM

Year

Budget

PM

2016 2017

$500,000

15%

$500,000

15%

2020

$500,000

15%

$500,000

15%

2018 2019

$500,000

15%

Area of analyzed pavement sections for which maintenance and/or rehabilitation were deferred for each analysis year by functional classification in square yards. Deferred Area by Functional Classification in Sq Yd Collector Res/Loc

Analyzed Year

Arterial

Other

Total

2016 2017 2018

357,256 312,073 306,999

1,300,216 1,702,767 2,048,361

354,784 359,755 437,328

0 0 0

2,012,256 2,374,595 2,792,688

2019 2020

365,877 459,991

2,130,566 2,366,290

470,705 525,106

0 0

2,967,148 3,351,387

Percentage of analyzed pavement sections for which maintenance and/or rehabilitation were deferred for each analysis year by functional classification. Analyzed Year 2016 2017 2018 2019 2020

Scenarios Criteria:

Deferred Area Percentage by Functional Classification Arterial Collector Res/Loc 8.2% 7.2% 7.1% 8.4% 10.6%

29.9% 39.1% 47.1% 49.0% 54.4%

8.2% 8.3% 10.1% 10.8% 12.1%

1 SS1037

Other

Total

0.0% 0.0% 0.0% 0.0% 0.0%

46.2% 54.6% 64.2% 68.2% 77.0%

MTC StreetSaver

San Benito County

Scenarios - Network Condition Summary Interest: 3%

Inflation: 3%

Printed: 08/08/2016

Scenario: 500k/yr

Year

Budget

PM

Year

Budget

PM

Year

Budget

PM

2016

$500,000

6%

2020

$500,000

6%

2024

$500,000

6%

2017 2018 2019

$500,000

6%

$500,000

6%

2025

$500,000

6%

$500,000

6%

$500,000

6%

$500,000

6%

2021 2022 2023

$500,000

6%

Projected Network Average PCI by year Year 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025

Never Treated 37 33 28 24 20 16 13 11 9 7

With Selected Treatment 37 33 29 24 20 17 14 11 10 8

Treated Centerline Miles 1.51 1.31 0.89 0.59 2.29 2.18 1.02 1.65 2.08 1.88

Treated Lane Miles 3.03 2.61 1.77 1.17 4.58 4.37 2.05 3.30 4.15 3.75

Percent Network Area by Functional Class and Condition Category Condition in base year 2016, prior to applying treatments. Condition I II / III IV V Total

Arterial 1.6% 5.3% 9.6% 0.7% 17.2%

Collector 2.0% 8.5% 38.2% 16.7% 65.4%

Res/Loc 0.8% 0.9% 11.2% 4.6% 17.4%

Other 0.0% 0.0% 0.0% 0.0% 0.0%

Total 4.4% 14.7% 59.0% 22.0% 100.0%

Other 0.0% 0.0% 0.0% 0.0% 0.0%

Total 4.7% 14.4% 59.0% 22.0% 100.0%

Other 0.0% 0.0% 0.0% 0.0%

Total 3.6% 1.7% 5.9% 88.8%

Condition in year 2016 after schedulable treatments applied. Condition I II / III IV V Total

Arterial 1.6% 5.3% 9.6% 0.7% 17.2%

Collector 2.3% 8.2% 38.2% 16.7% 65.4%

Res/Loc 0.8% 0.9% 11.2% 4.6% 17.4%

Condition in year 2025 after schedulable treatments applied. Condition I II / III IV V

Scenarios Criteria:

Arterial 1.4% 0.4% 4.1% 11.2%

Collector 1.6% 0.8% 0.9% 62.1%

Res/Loc 0.5% 0.6% 0.9% 15.4%

1 SS1035

MTC StreetSaver

San Benito County

Scenarios - Network Condition Summary Interest: 3%

Inflation: 3%

Printed: 08/08/2016

Scenario: 500k/yr

Total

Scenarios Criteria:

17.2%

65.4%

17.4%

2 SS1035

0.0%

100.0%

MTC StreetSaver

San Benito County

Scenarios - Cost Summary Interest: 3.00%

Printed: 08/08/2016

Inflation: 3.00%

Scenario: 500k/yr

Year

PM

Budget

2016

6%

$500,000

2017

2018

2019

2020

2021

6%

6%

6%

6%

6%

Scenarios Criteria:

II

$0

III

$460,827

IV

$0

V

$0

Total

$460,827

Project

$0

$500,000

II

$23,059

III

$445,919

IV

$0

V

$0

Total

$468,978

Project

$0

$500,000

II

$0

III

$0

IV

$429,080

V

$34,730

Total

$463,810

Project

$0

$500,000

II

$0

III

$0

IV

$446,068

V

$0

Total

$446,068

Project

$0

$500,000

II

$25,198

III

$0

IV

$420,498

V

$0

Total

$445,696

Project

$0

$500,000

Preventative Maintenance

Surplus PM

Deferred

NonProject

$27,842

$2,158

$120,445,418

Project

$0

NonProject

$20,546

Project

$0

NonProject

$28,300

Project

$0

NonProject

$4,998

Project

$0

NonProject

$735

Project

$0

NonProject

$4,484

Project

$0

Rehabilitation

II

$0

III

$0

IV

$439,253

V

$0

Total

$439,253

Project

$0

1 SS1034

$9,454

$1,700

$25,002

$29,265

$25,516

$172,325,595

$222,458,356

$255,925,872

$307,096,007

$339,563,804

Stop Gap Funded

$0

Unmet

$917,385

Funded

$0

Unmet

$591,334

Funded

$0

Unmet

$472,393

Funded

$0

Unmet

$339,620

Funded

$0

Unmet

$162,285

Funded

$0

Unmet $1,338,162

MTC StreetSaver

Year

PM

Budget

2022

6%

$500,000

2023

2024

2025

6%

6%

6%

II

$0

III

$0

IV

$458,257

V

$0

Total

$458,257

Project

$0

$500,000

II

$224,166

III

$0

IV

$218,781

V

$0

Total

$442,947

Project

$0

$500,000

II

$400,033

III

$0

IV

$45,433

V

$0

Total

$445,466

Project

$0

$500,000

Preventative Maintenance

Surplus PM

Deferred

NonProject

$20,614

$9,386

$373,207,121

Project

$0

NonProject

$20,056

Project

$0

NonProject

$22,525

Project

$0

NonProject

$28,816

Project

$0

Rehabilitation

II

$461,048

III

$0

IV

$0

V

$0

Total

$461,048

Project

$0

Summary

$9,944

$400,194,269

$7,475

$416,205,394

$1,184

$444,069,169

Stop Gap Funded

$0

Unmet

$906,947

Funded

$0

Unmet

$670,441

Funded

$0

Unmet

$446,797

Funded

$0

Unmet

$263,073

Rehabilitation

Prev. Maint.

Funded Stop Gap

Unmet Stop Gap

Arterial

$2,453,263

$96,789

$0

$818,891

Collector

$1,602,307

$41,795

$0

$4,230,372

$476,780

$40,332

$0

$1,059,174

$4,532,350

$178,916

$0

$6,108,437

Functional Class

Residential/Local Grand Total:

Scenarios Criteria:

2 SS1034

MTC StreetSaver

Increase PCI by 5 ($101.2 Million over 5 Years) ($145 Million over 5 Years) Network Condition Summary Cost Summary Pavement Network Condition Lane Miles

San Benito County

Target-Driven Scenarios Network Condition Summary Interest: 3%

Printed: 08/08/2016

Inflation: 3%

Scenario: INCREASE BY 5 Objective: Minimum Network Average PCI

Target: By Year

Year

Value

Year

Value

Year

Value

Year 1 Year 2

38 39

Year 3 Year 4

40 41

Year 5

42

Year

Value

Projected Network Average PCI by year Year 2016 2017 2018 2019 2020

Never Treated 37 33 28 24 20

With Selected Treatment 38 39 40 41 42

Percent Network Area by Functional Classification and Condition Class Condition in base year 2016, prior to applying treatments. Condition Class

Arterial

Collector

Res/Loc

Other

Total

I II / III IV V

1.6% 5.3% 9.6% 0.7%

2.0% 8.5% 38.2% 16.7%

0.8% 0.9% 11.2% 4.6%

0.0% 0.0% 0.0% 0.0%

4.4% 14.7% 59.0% 22.0%

Total

17.2%

65.4%

17.4%

0.0%

100.0%

Condition in year 2016 after schedulable treatments applied. Condition Class

Arterial

Collector

Res/Loc

Other

Total

I II / III IV V

2.8% 4.5% 9.2% 0.7%

2.3% 8.2% 38.2% 16.7%

0.8% 0.9% 11.2% 4.6%

0.0% 0.0% 0.0% 0.0%

5.9% 13.5% 58.6% 22.0%

Total

17.2%

65.4%

17.4%

0.0%

100.0%

Condition in year 2020 after schedulable treatments applied. Condition Class

Arterial

Collector

Res/Loc

Other

Total

I II / III IV V

8.9% 0.6% 1.1% 6.6%

26.3% 0.5% 0.0% 38.6%

3.4% 0.0% 3.2% 10.8%

0.0% 0.0% 0.0% 0.0%

38.7% 1.1% 4.3% 56.0%

Total

17.2%

65.4%

17.4%

0.0%

100.0%

Scenarios Criteria:

1 SS1062

MTC StreetSaver

San Benito County

Target-Driven Scenarios Pavement Network Condition Lane Miles Interest: 3.00%

Printed: 08/08/2016

Inflation: 3.00%

Scenario: INCREASE BY 5 Objective: Minimum Network Average PCI

Target: By Year

Year

Value

Year

Value

Year

Value

Year 1 Year 2

38 39

Year 3 Year 4

40 41

Year 5

42

Annual budget needs to meet target objectives Year

Arterial

Collector

Res/Loc

Other

2016

$2,756,685

$649,007

$63,160

$0

2017

$8,998,245

$13,255,159

$262,497

2018

$2,295,050

$18,694,585

$4,782,358

2019

$3,473,470

$21,366,237

2020

$2,803,865

$20,532,877

Year

Value

Preventative Maintenance

Total

$437,106

$3,468,852

$0

$0

$22,515,901

$0

$35,989

$25,771,993

$813,715

$0

$7,320

$25,653,422

$861

$0

$4,969

$23,337,603

Average Yearly Total: $20,149,554 Grand Total: $100,747,771 Pavement Network prior to treatments in lane miles.

Functional Class Arterial Collector Residential

PCI 48 35 35

Percentage of the Network in Very Good Condition 1.6% 2.0% 0.8%

Percentage of the Network in Poor or Very Poor Condition 10.3% 54.9% 15.7%

Remaining Life 9 3 4

Pavement Network after schedulable treatments applied in lane miles.

2016 Functional Class Arterial Collector Residential

PCI 51 36 35

2017 Functional Class Arterial Collector Residential

PCI 58 36 32

Percentage of the Network in Very Good Condition 2.8% 2.3% 0.8%

Percentage of the Network in Poor or Very Poor Condition 9.9% 54.9% 15.7%

Percentage of the Network in Very Good Condition 6.5% 8.3% 0.7%

Percentage of the Network in Poor or Very Poor Condition 7.7% 51.9% 16.0% Percentage of the Network in Poor or Very Poor Condition 7.7%

Remaining Life

47.8% 14.0%

7 7

Arterial

56

Percentage of the Network in Very Good Condition 7.0%

Collector Residential

37 36

14.8% 3.1%

2018 Functional Class

Scenarios Criteria:

PCI

1 SS1067

Remaining Life 9 3 4

Remaining Life 12 5 4

12

MTC StreetSaver

Pavement Network after schedulable treatments applied in lane miles.

2019 Functional Class Arterial Collector Residential

PCI 56 39 34

2020 Functional Class Arterial Collector Residential

Scenarios Criteria:

PCI 55 42 31

Percentage of the Network in Very Good Condition 8.2% 20.4% 3.4%

Percentage of the Network in Poor or Very Poor Condition 7.7% 42.5% 14.0%

Percentage of the Network in Very Good Condition 8.9% 26.3% 3.4%

Percentage of the Network in Poor or Very Poor Condition 7.7% 38.6% 14.0%

2 SS1067

Remaining Life 13 8 7

Remaining Life 14 10 7

MTC StreetSaver

San Benito County

Target-Driven Scenarios - Cost Summary Interest: 3%

Printed: 08/08/2016

Inflation: 3%

Scenario: INCREASE BY 5 Objective: Minimum Network Average PCI Year

Value

Year 1 Year 2 Year 3 Year 4 Year 5

38 39 40 41 42

Year

2016

2017

2018

2019

2020

Scenarios Criteria:

Year

Target: By Year Value

Rehabilitation II

$0

III

$1,952,842

IV

$1,078,904

V

$0

Total

$3,031,746

Project

$0

II

$427,973

III

$262,497

IV

$21,825,431

V

$0

Total

$22,515,901

Project

$0

II

$415,066

III

$669,206

IV

$13,266,403

V

$11,385,329

Total

$25,736,004

Project

$0

II

$66,724

III

$0

IV

$4,905,234

V

$20,674,144

Total

$25,646,102

Project

$0

II

$630,013

III

$0

IV

$7,063,382

V

$15,639,239

Total

$23,332,634

Project

$0

Year

Value

Preventive Maintenance NonProject

$437,106

Project

$0

NonProject

$0

Project

$0

NonProject

$35,989

Project

$0

NonProject

$7,320

Project

$0

NonProject

$4,969

Project

$0

1 SS1063

Year

Value

Total Cost

Deferred

$3,468,852

$117,465,240

$22,515,901

$149,694,271

$25,771,993

$184,251,141

$25,653,422

$205,491,000

$23,337,603

$238,049,731

MTC StreetSaver

Year

Rehabilitation Functional Class Arterial Collector Residential/Local

Total:

Scenarios Criteria:

Preventive Maintenance

Rehabilitation

Prev. Maint.

$20,137,575 $74,266,242 $5,858,570

$189,740 $231,623 $64,021

$100,262,387

$485,384

2 SS1063

Total Cost

Deferred

Summary

Grand Total: $100,747,771

MTC StreetSaver

San Benito County

Target-Driven Scenarios - Cost Summary Interest: 3%

Printed: 08/08/2016

Inflation: 3%

Scenario: INCREASE BY 5 Objective: Minimum Network Average PCI Year Year 1 Year 2 Year 3 Year 4 Year 5 Year 6 Year 7 Year 8 Year 9 Year 10

Year

2016

2017

2018

2019

2020

Scenarios Criteria:

Value

Year

Target: By Year Value

Year

Value

Year

Value

37 38 38 39 39 40 40 41 41 42

Rehabilitation II

$0

III

$0

IV

$0

V

$0

Total

$0

Project

$0

II

$427,973

III

$445,919

IV

$19,802,708

V

$0

Total

$20,676,600

Project

$0

II

$415,066

III

$669,206

IV

$15,349,808

V

$4,639,462

Total

$21,073,542

Project

$0

II

$66,724

III

$0

IV

$4,905,234

V

$21,253,563

Total

$26,225,521

Project

$0

II

$630,013

III

$0

IV

$10,163,217

V

$9,067,682

Total

$19,860,912

Project

$0

Preventive Maintenance NonProject

$0

Project

$0

NonProject

$450,222

Project

$0

NonProject

$35,989

Project

$0

NonProject

$4,959

Project

$0

NonProject

$3,619

Project

$0

1 SS1063

Total Cost

Deferred

$0

$120,934,086

$21,126,822

$151,716,993

$21,109,531

$190,997,007

$26,230,480

$211,859,821

$19,864,531

$251,181,161

MTC StreetSaver

Year

Rehabilitation

2021

II

$0

III

$0

IV

$1,101,031

V

$17,435,659

Total

$18,536,690

Project

$0

2022

II

$0

III

$0

IV

$2,052,212

V

$7,223,559

Total

$9,275,771

Project

$0

II

$75,097

2023

III

$0

IV

$0

V

$12,754,740

Total

$12,829,837

Project

$0

II

$355,773

2024

III

$0

IV

$0

V

$4,435,341

Total

$4,791,114

Project

$0

II

$64,362

2025

III

$0

IV

$0

V

$7,264,936

Total

$7,329,298

Project

$0

Functional Class Arterial Collector Residential/Local

Total:

Scenarios Criteria:

Preventive Maintenance NonProject

$9,194

Project

$0

NonProject

$864,859

Project

$0

NonProject

$198,180

Project

$0

NonProject

$1,350,012

Project

$0

NonProject

$1,404,729

Project

$0

Rehabilitation

Prev. Maint.

$22,069,913 $112,390,574 $6,138,798

$1,830,644 $2,309,231 $181,888

$140,599,285

$4,321,763

2 SS1063

Total Cost

Deferred

$18,545,884

$256,376,332

$10,140,630

$262,017,802

$13,028,017

$259,432,886

$6,141,126

$262,780,535

$8,734,027

$263,398,890

Summary

Grand Total: $144,921,048

MTC StreetSaver

San Benito County

Target-Driven Scenarios Network Condition Summary Interest: 3%

Printed: 08/08/2016

Inflation: 3%

Scenario: INCREASE BY 5 Objective: Minimum Network Average PCI

Target: By Year

Year

Value

Year

Value

Year

Value

Year 1 Year 2 Year 3

37 38 38

Year 4 Year 5 Year 6

39 39 40

Year 7 Year 8 Year 9

40 41 41

Year

Value

Year 10

42

Projected Network Average PCI by year Year 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025

Never Treated 37 33 28 24 20 16 13 11 9 7

With Selected Treatment 37 38 38 39 39 40 40 41 41 42

Percent Network Area by Functional Classification and Condition Class Condition in base year 2016, prior to applying treatments. Condition Class

Arterial

Collector

Res/Loc

Other

Total

I II / III IV V

1.6% 5.3% 9.6% 0.7%

2.0% 8.5% 38.2% 16.7%

0.8% 0.9% 11.2% 4.6%

0.0% 0.0% 0.0% 0.0%

4.4% 14.7% 59.0% 22.0%

Total

17.2%

65.4%

17.4%

0.0%

100.0%

Condition in year 2016 after schedulable treatments applied. Condition Class

Arterial

Collector

Res/Loc

Other

Total

I II / III IV V

1.6% 5.3% 9.6% 0.7%

2.0% 8.5% 38.2% 16.7%

0.8% 0.9% 11.2% 4.6%

0.0% 0.0% 0.0% 0.0%

4.4% 14.7% 59.0% 22.0%

Total

17.2%

65.4%

17.4%

0.0%

100.0%

Condition in year 2025 after schedulable treatments applied. Condition Class

Arterial

Collector

Res/Loc

Other

Total

I II / III V

8.4% 0.8% 8.0%

34.9% 0.0% 30.5%

3.4% 0.0% 14.0%

0.0% 0.0% 0.0%

46.7% 0.8% 52.5%

Total

17.2%

65.4%

17.4%

0.0%

100.0%

Scenarios Criteria:

1 SS1062

MTC StreetSaver

San Benito County

Target-Driven Scenarios Pavement Network Condition Lane Miles Interest: 3.00%

Printed: 08/08/2016

Inflation: 3.00%

Scenario: INCREASE BY 5 Objective: Minimum Network Average PCI

Target: By Year

Year

Value

Year

Value

Year

Value

Year 1 Year 2 Year 3

37 38 38

Year 4 Year 5 Year 6

39 39 40

Year 7 Year 8 Year 9

40 41 41

Annual budget needs to meet target objectives

Year

Value

Year 10

42

Preventative Maintenance

Year

Arterial

Collector

Res/Loc

Other

2016

$0

$0

$0

$0

$0

Total $0

2017

$9,373,007

$11,426,263

$327,552

$0

$450,222

$21,126,822

2018

$2,295,050

$14,032,123

$4,782,358

$0

$35,989

$21,109,531

2019

$3,471,109

$21,945,656

$813,715

$0

$4,959

$26,230,480

2020

$5,116,319

$14,748,212

$0

$0

$3,619

$19,864,531

2021

$503

$18,544,352

$1,029

$0

$9,194

$18,545,884

2022

$2,866,768

$7,229,230

$44,632

$0

$864,859

$10,140,630

2023

$192,371

$12,835,490

$156

$0

$198,180

$13,028,017

2024

$248,830

$5,719,255

$173,041

$0

$1,350,012

$6,141,126

2025

$336,600

$8,219,224

$178,203

$0

$1,404,729

$8,734,027

Average Yearly Total: $14,492,105 Grand Total: $144,921,048 Pavement Network prior to treatments in lane miles.

Functional Class Arterial Collector Residential

PCI 48 35 35

Percentage of the Network in Very Good Condition 1.6% 2.0% 0.8%

Percentage of the Network in Poor or Very Poor Condition 10.3% 54.9% 15.7%

Remaining Life 7 3 4

Pavement Network after schedulable treatments applied in lane miles.

2016 Functional Class Arterial Collector Residential

PCI 48 35 35

2017 Functional Class Arterial Collector Residential

Scenarios Criteria:

PCI 55 35 32

Percentage of the Network in Very Good Condition 1.6% 2.0% 0.8%

Percentage of the Network in Poor or Very Poor Condition 10.3% 54.9% 15.7%

Percentage of the Network in Very Good Condition 5.3% 7.0% 0.7%

Percentage of the Network in Poor or Very Poor Condition 8.0% 52.8% 16.0%

1 SS1067

Remaining Life 7 3 4

Remaining Life 11 4 4

MTC StreetSaver

Pavement Network after schedulable treatments applied in lane miles.

2018 Functional Class Arterial Collector Residential

PCI 53 35 36

2019 Functional Class Arterial Collector Residential

PCI 53 37 34

2020 Functional Class Arterial Collector Residential

PCI 54 37 31

2021 Functional Class Arterial Collector Residential

PCI 51 41 28

2022 Functional Class Arterial Collector Residential

PCI 51 41 26

2023 Functional Class Arterial Collector Residential

PCI 49 44 23

2024 Functional Class Arterial Collector Residential

Scenarios Criteria:

PCI 47 45 21

Percentage of the Network in Very Good Condition 5.9% 12.7% 3.1%

Percentage of the Network in Poor or Very Poor Condition 8.0% 49.6% 14.0%

Percentage of the Network in Very Good Condition 7.0% 18.4% 3.4%

Percentage of the Network in Poor or Very Poor Condition 8.0% 44.2% 14.0%

Percentage of the Network in Very Good Condition 8.5% 23.1% 3.4%

Percentage of the Network in Poor or Very Poor Condition 8.0% 41.9% 14.0%

Percentage of the Network in Very Good Condition 8.5% 27.7% 3.4%

Percentage of the Network in Poor or Very Poor Condition 8.0% 37.7% 14.0%

Percentage of the Network in Very Good Condition 9.1% 29.4% 3.4%

Percentage of the Network in Poor or Very Poor Condition 8.0% 36.0% 14.0%

Percentage of the Network in Very Good Condition 9.1% 32.4% 3.4%

Percentage of the Network in Poor or Very Poor Condition 8.0% 33.1% 14.0%

Percentage of the Network in Very Good Condition 8.4% 33.3% 3.4%

Percentage of the Network in Poor or Very Poor Condition 8.0% 32.1% 14.0%

2 SS1067

Remaining Life 11 6 7

Remaining Life 12 8 7

Remaining Life 13 9 7

Remaining Life 13 10 7

Remaining Life 14 11 6

Remaining Life 14 11 6

Remaining Life 13 12 6

MTC StreetSaver

Pavement Network after schedulable treatments applied in lane miles.

2025 Functional Class Arterial Collector Residential

Scenarios Criteria:

PCI 46 47 20

Percentage of the Network in Very Good Condition 8.4% 34.9% 3.4%

3 SS1067

Percentage of the Network in Poor or Very Poor Condition 8.0% 30.5% 14.0%

Remaining Life 13 12 6

MTC StreetSaver

DEFINITIONS This section is intended to define important pavement design acronyms and terms used when discussing a Pavement Management System (PMS).

GENERAL TERMS PMS - Pavement Management System - 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. 1

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. 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,

2

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. 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.

3

PAVEMENT PRESERVATION - Applying the Right Treatment to the Pavement at the Right Time using the Right Materials.

Right

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).

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. 4

% 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. 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. 5

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. 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. 6

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. 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. 7

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 nonrepresentative of a section as a whole. 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

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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.

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.

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