city of fillmore AWS
CITY OF FILLMORE CENTRAL PARK PLAZA 250 Central Avenue Fillmore, California 93015-1907 (805) 524-3701 ● FAX (805) 524-5707
TO:
Mayor and Council
FROM:
Roxanne Hughes, City Engineer
DATE:
September 12, 2017
RE:
PRESENTATION OF PAVEMENT MANAGEMENT REPORT 2017 AND APPROVAL OF PROJECT LIST FOR RMRA FUND ELIGIBILITY
REQUEST That the City Council receive this presentation of the Pavement Management Report 2017 and approve a recommended project list and associated budget amendments to meet the funding eligibility guidelines for receipt of Road Maintenance and Rehabilitation Account (RMRA) funds. DISCUSSION Pavement Management Report 2017 A Pavement Management System (PMS) is basically a system designed to gather, store, and analyze data about the City’s streets and provide a strategized program for implementing preventive maintenance and rehabilitation projects citywide. The PMS represents a proactive approach to maintaining the existing streets. It benefits the City by preserving investments in the roadways, enhancing pavement performance, ensuring cost-effectiveness, extending pavement life, and providing improved safety and mobility. Additionally, maintaining a fully implemented PMS protects the City’s ability to acquire state and federal funding for street improvement projects. Virtually all funding sources require local agencies to plan and document ongoing maintenance of the funded street improvements. This requirement is met by including these streets in the City’s PMS. The City contracted with the Ventura County Public Works Agency to prepare the Pavement Management Report 2017, which has now been completed. All City maintained streets and bike paths were field surveyed and rating information was recorded in the StreetSaver Program. Pavement Condition Index (PCI) values were calculated for each road and bike path segment across the City network. This information was then used to select rehabilitation and maintenance strategies to apply to each segment. From there, different budget scenarios were applied to identify how different levels of funding impact the network average PCI. The following four budget scenarios were evaluated for a 5-year period: o Budget Needs (Funding required to reach optimum average PCI in the mid 80’s) o Proposed Budget by City ($350K per year based on early RMRA funding projections) o Maintain PCI at current condition o Target PCI of 78
The Pavement Management Report is provided as Exhibit A to this report. The report’s key findings are summarized as follows: •
The City of Fillmore maintains approximately 38.3 centerline miles of roadway, 4.8 miles of bike and pedestrian pathways, and approximately 380,000 square feet of public parking lots.
•
The current weighted average network PCI for road segments is 68.
•
The current weighted average network PCI for bike path segments is 86.
•
The current weighted average network PCI for public parking lots is 79.
•
As depicted in the chart below, approximately 54% of the road network system is in “good” condition, 13% is in “poor” to “very poor” condition, and the remaining 33% is in “fair” condition.
•
For the current budget needs (optimum condition targeting PCI in the mid 80’s), the City would require a 5-year budget of approximately $10.4M
•
With the proposed City budget of $350K/year the average road network PCI is expected to decrease to 64 within the next 5 years
•
To maintain PCI at current condition would require a 5-year budget of approximately $3.7M
•
The projected budget to improve the road network average PCI to 78 within the next 5 years is $7.4M Pavement Management Report September 12, 2017 Page 2 of 4
Project List for Road Maintenance and Rehabilitation Account (RMRA) The Governor of California on April 28, 2017 signed Senate Bill 1, the Road Repair and Accountability Act of 2017, also known as the Road Maintenance and Rehabilitation Account (RMRA), to address basic road maintenance, rehabilitation and critical safety needs on highways and local streets, which is funded through a per gallon fuel tax and vehicle registration fees. The City of Fillmore is projected to receive $87,740 in RMRA funds in Fiscal year 2017-2018, which represents a partial funding year. The following fiscal year, the amount is estimated at $263,206. All projects that are eligible for use of Highway User Tax Account (HUTA or Gas Tax) funds are eligible for use of RMRA funds. The Street and Highway Code provides for greater flexibility in use of the RMRA funds if the City has met or exceeds an average pavement condition index of 80 and has general funds allocated to streets and road that are in excess of the average expended in fiscal years 2010, 2011 and 2012 (Maintenance of Effort basis or MOE). Fillmore does not meet the PCI threshold. The MOE for the identified base years of 2010 through 2012 will be zero, as Fillmore did not spend any general fund money on streets and roads during those years. The focus of our projects, therefore, is expected to be deferred roadway rehabilitation and maintenance projects. Prior to receiving an apportionment of RMRA funds from the State Controller in a fiscal year, a city must submit to the California Transportation Commission (CTC) a list of projects proposed to be funded with these funds. All projects proposed to receive funding must be included in the city budget that was adopted by the applicable city council at a regular public meeting. The list of projects must include a description and the location of each proposed project, a proposed schedule for the project’s completion, and the estimated useful life of the improvement. The project list does not limit the flexibility of an eligible city to fund projects in accordance with local needs and priorities so long as the projects are consistent with RMRA priorities. The legislation requires a list of projects to be submitted directly to the CTC by October 16, 2017 for FY17-18. However, if during the year new priorities arise and the city uses the RMRA funding on different projects not on the list, that is acceptable if the projects meet the stated criteria for use of the RMRA funding. It is expected that the CTC will establish a new deadline for submittal of project lists for future fiscal years that will line up better with the local agencies’ budget cycles. Given the small amount of this initial partial year funding, staff recommends that we use the funds to prioritize much needed sidewalk, curb and gutter repairs and also to perform overdue preventative maintenance by applying slurry seal to selected streets with pavement that is in good to fair condition. The projects to be added to the adopted budget for FY17-18 that will be funded with RMRA funds are: • Hardscape repair in the amount of $40,000 for sidewalks, access ramps, curb and gutter projects Citywide. • Slurry seal projects on selected streets up to $47,000
Pavement Management Report September 12, 2017 Page 3 of 4
FISCAL IMPACT For the allocation of funds from RMRA, the Streets line item budget Account Numbers 203-4421-0021245 for Contract Services and allocation of 203-8500-4207-101 for Administrative Services are proposed in the amount of $87,000.
CITY COUNCIL GOAL This meets the City’s goal to replace old infrastructure. RECOMMENDATION That the City Council receive the presentation of the Pavement Management Report 2017 and approve a recommended project list and associated budget amendments to meet the funding eligibility guidelines for receipt of Road Maintenance and Rehabilitation Account (RMRA) funds. ATTACHMENTS A. Pavement Management Report 2017
Pavement Management Report September 12, 2017 Page 4 of 4
Pavement Management Report 2017– City of Fillmore
Prepared for: City of Fillmore, Public Works Department
Prepared by: County of Ventura, Public Works Agency - Transportation Department Advance Planning Section
July 2017
Pavement Management Report 2017– City of Fillmore
Table of Contents ❖
Introduction ........................................................................................................... 1
❖
Pavement Management Program ........................................................................ 1
❖
Road Network Condition Inventory.................................................................... 4
❖
Budget Needs and Scenarios ................................................................................ 5
❖
Recommendations ................................................................................................. 6
❖
Appendix:............................................................................................................... 6 PCI Inventory – Road Segments, Parking Lots, and Bike Paths .................... A PCI Geographical Map ........................................................................................ B List of roads recommended for surface treatments based on City’s proposed budget .................................................................................................................... C Pavement Treatment Decision Tree Criteria .................................................... D
Pavement Management Report 2017– City of Fillmore
❖ Introduction The City of Fillmore maintains approximately 38.3 centerline miles of roadway, 4.8 miles of bike and pedestrian pathways, and approximately 380,000 square feet of public parking lots.
Figure 1. City of Fillmore Vicinity Map
The County of Ventura Public Works Agency Transportation Department was contracted by the City of Fillmore Public Works Department to develop and update their Pavement Management Program (PMP). All road segments, bike and pedestrian pathways, and public parking lots provided by the City of Fillmore have been imported into StreetSaver PMP and were visually inspected using Metropolitan Transportation Commission pavement inspection user guidelines and standards. The visual inspections were performed in order to obtain a pavement condition index (PCI) for each segment. The current weighted average network PCI as of July 2017 for road segments is 68, bike and pedestrian pathways is 86, and for public parking lots is 79. As part of this project, the County also developed a treatment decision tree and evaluated the current budget needs and various budget scenarios that are discussed further in this report.
❖ Pavement Management Program The Pavement Management Program (PMP) is based on field evaluations of pavement conditions utilizing the Metropolitan Transportation Commission (MTC) pavement management protocols and software. These provide a set of tools designed to assist decision-makers in finding costeffective strategies for providing, evaluating, and maintaining pavement in serviceable condition. The program consists of two basic components: 1. A comprehensive web-based database, which contains current and historical information on pavement condition, pavement structure, and traffic data, if available; 2. A set of software tools that allow evaluation of alternatives, determination of existing and future pavement conditions, prediction of financial needs, and the identification and prioritization of pavement renovation projects.
Based on the field inspection data, PCI’s are calculated by the MTC computer model. This establishes a baseline for evaluating the pavement condition of one roadway over another.
1
Pavement Management Report 2017– City of Fillmore The goal of the rating process is to produce index values that represent pavement conditions based on conditions observed in the field using a random sampling method. The condition index values are a function of distress type, distress severity, and distress quantity present in the pavement surface area. The index values have been established to range from zero to 100. Higher index values indicate better pavement conditions. For example, a new pavement with no distress is assigned an index value of 100. Table 1 illustrates the numerical ratings and descriptions of pavement condition corresponding to the numerical ratings. Table 1. Definition of Pavement Condition Categories and Rating System
Category Definition Condition Description Very Good
Rating Index 80-100
Good
55 – 79
Stable, minor cracking, generally hairline and hard to detect. Minor patching and possibly some minor deformation evident. Dry or lightcolored appearance. Very good riding qualities. Rutting less than ½”.
Fair
45 – 54
Generally stable, minor areas of structural weakness evident. Cracking is easier to detect, patched but not excessively. Deformation more pronounced and easily noticed. Ride qualities are good to acceptable.
Poor
25 – 44
Areas of instability, marked evidence of structural deficiency, large crack patterns (alligator cracking), heavy and numerous patches, deformation very noticeable. Riding qualities range from acceptable to poor.
Very Poor
10 – 24
Pavement in extremely deteriorated condition. Numerous areas of instability. Majority of section showing structural deficiency. Ride quality is poor.
Failed
0–9
Pavement structure failed. All of section showing severe structural deficiency.
Stable, no cracking, no patching, and no deformation. Excellent riding qualities.
Monitoring a pavement’s life cycle indicates that the cost of pavement rehabilitation for every one mile of road in “very poor” condition is roughly the same as the cost for renovation/rehabilitation of four miles of road in fair or better condition. Simply stated, it is more cost effective to rehabilitate/repair a road before the rating index drops too far below 50. This fact is illustrated in Figure 2 below.
2
Pavement Management Report 2017– City of Fillmore
Figure 2. Typical Pavement Performance Curve
100 Rejuvenation/ Preservation
PCI
70 Light Rehabilitation, Mill and Fill
50
Heavy Rehabilitation with some Reconstruction
25 Reconstruction AGE (Yrs.)
0 ( demonstrates that the most cost-effective method of extending the surface life of most The curve asphalt pavement surfaces is to concentrate spending on surface treatments and repairing/rehabilitating roads before they deteriorate too much. In general, if one can service the road before the PCI drops below 70, it is more cost effective. Conversely, once the index drops near or below 25, it may be more cost effective to allow the road to continue to deteriorate until funding is available for a complete reconstruction of the road. This may seem a harsh statement or decision to make, particularly to the residents that live on such a street. However, when faced with the responsibility of stretching limited maintenance funds for the greatest public good, it is a necessary decision to use those funds where one can service 4-10 miles of roads, versus only one mile of badly deteriorated roadway. In order to preserve the surface of “good” local roads, and help them remain “good” for a longer period, rejuvenation/preventive maintenance is the most cost-effective method to protect your investment. This method is commonly referred to as “pay me now, or pay me later,” with the philosophy that pavement rejuvenations every Figure 3. Typical Pavement Preservation Curve six to seven years for “good” local roads is much cheaper than complete rehabilitation/reconstruction. Essentially, at approximately a six-to-seven year cycle, local roads that are near a PCI of 70 are recommended to be treated with a rejuvenating seal coating to preserve and protect the pavement surface. Many local agencies have successfully treated local residential streets in this manner for several years. This method is illustrated graphically in Figure 3.
3
Pavement Management Report 2017– City of Fillmore
An economic analysis of this strategy versus traditional road overlay strategy demonstrates that the life-cycle cost of this strategy is clearly favorable – where it can be used effectively as shown below: Alternate A - Seal coating treatment at 7-year cycle/1 overlay 3 seal coat treatments at $0.50 /sf 1 overlay at $2.00 /sf 2 seal coat treatments at $0.50 /sf Totals
21 years 7 years 14 years 42 years
= $1.50 /sf = $2.00 /sf = $1.00 /sf = $4.50 /sf
Alternate B - Remove and replace at 21-year cycle (least cost effective) 2 Reconstruction at $10.00 /SF
42 years
= $20.00 /sf Figure 4. PCI Rating Below 25
❖ Road Network Condition Inventory As you can see in Table 2, 78% of the road network consists of residential/local roads and 22% are arterials and collectors. Approximately 54% of the road network system is in good condition and 13% is in poor to very poor condition. An example of pavement in very poor condition is shown in figure 4.
Table 2. Road Network Condition Summary - July 2017 Arterial
Collector
Residential/Local
Total:
Good (PCI 100-70) Fair (PCI 70-50) Poor (PCI 50-25) Very Poor (PCI 25-0)
4.7% 1.7% 0.1% 0%
7.1% 6.1% 2.6% 0%
41.5% 25.6% 8.6% 1.9%
53.3% 33.4% 11.4% 1.9%
Total:
6.5%
15.8%
77.6%
100%
4
Pavement Management Report 2017– City of Fillmore
❖ Budget Needs and Scenarios StreetSaver is also used for budgeting and future planning as it relates to pavement- management practices. Using the previously described principles and considering existing pavement conditions for the City of Fillmore, various budget scenarios were evaluated to show future projections as related to cost and pavement condition. A PCI cap of 80 was incorporated into the analysis as discussed with City staff, based on current and projected maintenance practices. A PCI cap of 80 sets the maximum baseline for preservation methods into the analysis. The following four budget scenarios were evaluated for a 5-year period: o o o o
Budget Needs (Optimum Condition PCI mid 80’s) Proposed Budget by City Maintain PCI at current condition Target PCI of 78
Based on these scenarios, Tables 3 and 4 summarize the cost analysis for a 5-year period. Table 3. 5-Year Analysis (2018-2022) 2018 $4,307,000
2019 $2,485,000
2020 $1,576,000
2021 $1,462,000
Budget Needs Proposed Budget $350,000 $350,000 $350,000 $350,000 by City Maintain PCI at Current $511,000 $729,000 $796,000 $825,000 Condition PCI 78 Target $1,104,000 $1,613,000 $1,704,000 $1,595,000 Driven *Budget required right now/shortfall to meet the desired treatment needs. Table 4. Summary of Cost for 5-Year Analysis (2018-2022)
Budget Needs Proposed Budget by City Maintain PCI at Current Condition PCI 78 Target Driven
Total five year budget: $10,372,000 $1,750,000 $3,732,000 $7,422,000
5
2022 $542,000 $350,000 $871,000 $1,406,000
Pavement Management Report 2017– City of Fillmore For the current budget needs (optimum condition), the City would require a 5-year budget of approximately $10.4M. This would require $4.3M now (current shortfall) in order to improve the road network PCI to good condition. With the proposed budget by City the average road network PCI is expected to decrease to 64 within the next 5 years. To maintain PCI at current condition would require a 5-year budget of approximately $3.7M. The projected budget to improve the road network average PCI to 78 within the next 5 years is $7.4M and would require $1.1M now and subsequently $1.4 to $1.7M the following four year. The results of the above scenarios as related to the network PCI are shown in Figure 5. Figure 5. PCI Projection Comparison Summary 100
90 83
84
80
PCI
80
70
84
71
73 69
69 68
67
77
75
69
69 66
65
60
84 78 69 64
Proposed Budget of $350K/Yr. Maintain PCI at current condition Improve PCI to 78 w/in 5 Yr's Budget Needs (Optimum Condition)
YEAR
50 2018
2019
2020
2021
2022
❖ Recommendations It is highly recommended that City staff maintain and update the StreetSaver database with any maintenance or rehabilitation (M&R) projects that transpire from this point forward. This would help with future budget projections, determining remaining life cycle of roads, adjustment to pavement curves, and updates to PCI values for roads that are resurfaced. The annual subscription fee needs to be paid to MTC in order to have access to the PMP in StreetSaver. Future pavement inspections for arterial and collector roads is recommended to be re-inspected, at minimum, every 3 years since these roads typically receive higher volumes of traffic. For local residential roads is recommended to be re-inspected, at minimum, every 4 years.
❖ Appendix: A. PCI Inventory – Road Segments, Parking Lots, and Bike Paths B. PCI Geographical Map C. List of roads recommended for surface treatments between 2018-2022 based on the City’s proposed budget D. Pavement Treatment Decision Tree Criteria
6
Pavement Management Report 2017– City of Fillmore
APPENDIX A PCI Inventory – Road Segments, Parking Lots, and Bike Paths
A
MTC - StreetSaver July 26, 2017
PCI Inventory Report (Road Segments, Parking Lots, and Bike Paths)
Network Weighted Average PCI: Street ID
Section ID
Road Names
Begin Location
End Location
Lanes
Section Length (ft)
Section Width (ft)
69 Current PCI
ROAD SEGMENTS AST10
010
A ST
GOODENOUGH RD (LEVEE DR)
FIFTH ST
2
692
24
74
AST100
100
A ST
SESPE AV
RR X-ING
2
283
40
73
AST110
110
A ST
RR-XING
TELEGRAPH RD
2
116
40
79
AST120
120
A ST
TELEGRAPH RD
SANTA CLARA ST
2
495
40
88
AST130
130
A ST
SANTA CLARA ST
VENTURA ST
2
482
40
82
AST20
020
A ST
FIFTH ST
EDISON LN
2
352
40
70
AST30
030
A ST
EDISON LN
FOURTH ST
2
340
40
74
AST40
040
A ST
FOURTH ST
BLAINE ST
2
345
40
72
AST50
050
A ST
BLAINE ST
THIRD ST
2
346
40
74
AST70
070
A ST
THIRD ST
SECOND ST
2
709
40
90
AST80
080
A ST
SECOND ST
FIRST ST
2
730
40
88
AST90
090
A ST
FIRST ST
SESPE AV
2
679
40
73
AKERS10
010
AKERS ST
FORTH ST
THIRD ST
2
652
40
68
ALLEY10
010
ALLEY 010 (CENTER ST)
D ST
LOS SERENOS DR
2
292
18
69
ALLEY20
020
ALLEY 020
EL PASEO ST
VENTURA ST
2
210
14
6
ALLEY30
030
ALLEY 030
ALLEY 020
C ST
2
522
21
60
ALLEY40
040
ALLEY 040
THIRD ST
LEMON WY
2
765
18
66
ALLEY50
050
ALLEY 050
THIRD ST
FOURTH ST
2
653
15
87
ALLEY60
060
ALLEY 060
ALLEY 050
B ST
2
715
13
60
ALLEY70
070
ALLEY 070
ALLEY 050
B ST
2
716
15
49
ALLEY80
080
ALLEY 080
FOURTH ST
THIRD ST
2
625
19
87
ALLEY90
090
ALLEY 090
FOURTH ST
EDISON LN
2
314
17
67
ALLEY100
100
ALLEY 100
A ST
ALLEY 120
2
485
14
38
ALLEY110
110
ALLEY 110
SANTA CLARA ST
ALLEY 100
2
301
13
41
ALLEY120
120
ALLEY 120
VENTURA ST
ALLEY 130
2
608
13
32
ALLEY130
130
ALLEY 130
A ST
END
2
533
13
73
ALLEY140
140
ALLEY 140
VENTURA ST
SANTA CLARA ST
2
463
14
50
ALLEY150
150
ALLEY 150
MAIN ST
SESPE AV
2
509
32
68
ALLEY160
160
ALLEY 160
SESPE AV
KENSINGTON DR
2
323
16
6
ALLEY170
170
ALLEY 170
ORCHARD ST
ALLEY 160
2
566
16
13
ALLEY180
180
ALLEY 180
MAIN ST
SESPE AV
2
503
21
92
ALLEY190
190
ALLEY 190
SESPE AV
FIRST ST
2
646
18
79
ALLEY200
200
ALLEY 200
SESPE AV
FIRST ST
2
647
20
92
ALLEY210
210
ALLEY 210
SESPE AV
FIRST ST
2
647
21
85
ALLEY220
220
ALLEY 220
SESPE AV
FIRST ST
2
645
19
71
ALLEY230
230
ALLEY 230
MOUNTAIN VIEW ST
COOK DR
2
877
17
78
ALLEY240
240
ALLEY 240
SESPE AV
END
2
380
18
6
ALLEY250
250
ALLEY 250
MARKET ST
END
2
768
20
83
ALLEY260
260
ALLEY 260
SANTA CLARA ST
ALLEY 130
2
300
10
11
ALLEY270
270
ALLEY 270
SANTA CLARA ST
VENTURA ST
2
408
19
12
ALLEY280
280
ALLEY 280
SECOND ST
THIRD ST
2
646
17
58
ALLEY290
290
ALLEY 290
SECOND ST
THIRD ST
2
656
20
74
ALLEY300
300
ALLEY 300
SECOND ST
THIRD ST
2
648
17
86
ALLEY310
310
ALLEY 310
SECOND ST
THIRD ST
2
651
17
83
ALLEY320
320
ALLEY 320
CENTRAL AV
SARATOGA ST
2
679
15
79
ALLEY330
330
ALLEY 330
SARATOGA ST
MOUNTAIN VIEW ST
2
675
16
79
ALLEY340
340
ALLEY 340
MOUNTAIN VIEW ST
ISLAND VIEW ST
2
592
16
46
ALLEY350
350
ALLEY 350
CENTRAL AV
SARATOGA ST
2
676
18
79
Appendix A: 1 of 12
MTC - StreetSaver July 26, 2017
PCI Inventory Report (Road Segments, Parking Lots, and Bike Paths)
Network Weighted Average PCI:
69
End Location
Lanes
Section Length (ft)
Section Width (ft)
MOUNTAIN VIEW ST
2
672
15
38
ISLAND VIEW ST
2
586
14
49
END
2
270
14
11
HARTHORN LN
GOODENOUGH RD
2
300
14
85
GOODENOUGH RD
ARRASMITH LN #999
2
336
34
85
ARRASMITH LN #999
END
2
191
34
86
ARRASMITH LN
ARRASMITH LN #999
CUL-DE-SAC
2
120
34
89
010
ASH CI
GOODENOUGH RD
SHADY LN
2
90
34
92
020
ASH CI
SHADY LN
END
2
150
34
83
BST10
010
B ST
END
GOODENOUGH RD
2
648
40
82
BST100
100
B ST
SESPE AV
WILEMAN ST
2
265
40
90
BST110
110
B ST
WILEMAN ST
OLIVER ST
2
270
40
90
BST120
120
B ST
OLIVER ST
SANTA CLARA ST
2
399
40
90
BST130
130
B ST
SANTA CLARA ST
VENTURA ST
2
398
38
87
BST140
140
B ST
VENTURA ST
RIVER ST
2
634
38
57
BST150
150
B ST
RIVER ST
SANTA FE ST
2
219
38
78
BST160
160
B ST
SANTA FE ST
UNION PACIFIC ST
2
234
38
77
BST170
170
B ST
UNION PACIFIC ST
BURLINGTON ST
2
249
38
72
BST20
020
B ST
GOODENOUGH RD
FIFTH ST
2
674
40
84
BST30
030
B ST
FIFTH ST
FOURTH ST
2
673
36
87
BST40
040
B ST
FOURTH ST
BLAINE ST
2
310
36
68
BST50
050
B ST
BLAINE ST
THIRD ST
2
326
36
68
BST60
060
B ST
THIRD ST
SECOND ST
2
673
30
91
BST70
070
B ST
SECOND ST
RR X-ING
2
395
30
91
BST75
075
B ST
RR-XING
TELEGRAPH RD
2
72
30
93
BST80
080
B ST
TELEGRAPH RD
FIRST ST
2
133
40
67
BST90
090
B ST
FIRST ST
SESPE AV
2
660
40
91
BALDEN10
010
BALDEN LN
DEL VALLE DR
CUL-DE-SAC
2
384
40
54
BARDST10
010
BARD ST
FILLMORE ST
STEPHENS ST
2
167
30
53
BARDST20
020
BARD ST
STEPHENS ST
SARATOGA ST
2
325
30
51
BARDST30
030
BARD ST
SARATOGA ST
CLAY ST
2
489
30
55
BLAINA10
010
BLAINE AV
ALLEY 50
B ST
2
715
38
81
BLAINA30
030
BLAINE AV
B ST
A ST
2
1401
34
74
BLAINA40
040
BLAINE AV
CENTRAL AV
SARATOGA ST
2
706
34
74
BLAINA50
050
BLAINE AV
SARATOGA ST
MOUNTAIN VIEW ST
2
704
34
74
BLAINA60
060
BLAINE AV
MOUNTAIN VIEW ST
ISLAND VIEW ST
2
594
34
71
BLUEJY10
010
BLUE JAY ST
CUL-DE-SAC
CONDOR CT
2
176
40
53
BLUEJY20
020
BLUE JAY ST
CONDOR CT
DOVE CT
2
265
40
53
BLUEJY30
030
BLUE JAY ST
DOVE CT
D ST
2
250
40
53
BOULDR10
010
BOULDER ST
THIRD ST
CUL-DE-SAC
2
418
40
77
BRDLWD10
010
BRIDLEWOOD LN
EDGEWOOD WY
RIVER ST
2
253
36
91
BRDLWD20
020
BRIDLEWOOD LN
RIVER ST
SANDLEWOOD LN
2
515
40
72
BRDLWD40
040
BRIDLEWOOD LN
SANDLEWOOD LN
ELKWOOD CT
2
160
34
97
BRDLWD50
050
BRIDLEWOOD LN
ELKWOOD CT
MOUNTAIN VIEW ST
2
477
34
89
BURLTN10
010
BURLINGTON ST
READING ST
RIO GRANDE ST
2
244
34
78
BURLTN20
020
BURLINGTON ST
RIO GRANDE ST
ORIENT ST
2
260
34
78
BURLTN30
030
BURLINGTON ST
ORIENT ST
SOUTHERN PACIFIC ST
2
218
34
78
BURLTN40
040
BURLINGTON ST
SOUTHERN PACIFIC ST
B ST
2
223
34
74
BURLTN50
050
BURLINGTON ST
B ST
SURREY WY
2
781
34
79
BURLTN60
060
BURLINGTON ST
SURREY WY
UNION PACIFIC ST
2
654
34
73
Street ID
Section ID
Road Names
ALLEY360
360
ALLEY 360
ALLEY370
370
ALLEY 370
MOUNTAIN VIEW ST
ALLEY380
380
ALLEY 380
KENSINGTON DR
ARASMTH10
010
ARRASMITH LN
ARASMTH20
020
ARRASMITH LN
ARASMTH30
030
ARRASMITH LN
ARASMTH40
040
ASH10 ASH20
Begin Location SARATOGA ST ROAD SEGMENTS
Appendix A: 2 of 12
Current PCI
MTC - StreetSaver July 26, 2017
PCI Inventory Report (Road Segments, Parking Lots, and Bike Paths)
Network Weighted Average PCI: Street ID
Section ID
Road Names
Begin Location UNION ROAD PACIFIC ST SEGMENTS
End Location
Lanes
Section Length (ft)
Section Width (ft)
69 Current PCI
BURLTN70
070
BURLINGTON ST
SANTA FE ST
2
254
34
66
BURSON10
010
BURSON LN
SESPE AV
WILEMAN ST
2
187
40
62
BURSON20
020
BURSON LN
OLIVER ST
ORTEGA ST
2
171
40
77
CST10
010
C ST
TELEGRAPH RD
FALCON WY
2
586
40
85
CST110
110
C ST
EL PASEO ST
VENTURA ST
2
284
40
80
CST120
120
C ST
VENTURA ST
RIVER ST
2
634
40
62
CST130
130
C ST
RIVER ST
WWTP GATE
2
534
28
76
CST30
030
C ST
FALCON WY
MEADOWLARK DR
2
263
40
43
CST40
040
C ST
MEADOWLARK DR
FIRST ST
2
547
40
52
CST50
050
C ST
FIRST ST
KING ST
2
223
40
54
CST60
060
C ST
KING ST
SESPE AV
2
441
40
66
CST70
070
C ST
SESPE AV
OLIVER ST
2
440
40
65
CST80
080
C ST
OLIVER ST
ORTEGA ST
2
261
40
65
CST90
090
C ST
ORTEGA ST
EL PASEO ST
2
360
40
67
CANDEL10
010
CANDELARIA LN
END
CARRILLO CT
2
193
34
84
CANDEL20
020
CANDELARIA LN
CARRILLO CT
CATALANO CT
2
243
34
92
CANDEL30
030
CANDELARIA LN
CATALANO CT
GOODENOUGH RD
2
150
34
87
CANYNV10
010
CANYON VIEW
FOURTH ST
CUL-DE-SAC
2
131
40
80
CARRIG10
010
CARRIAGE PL
SURREY WY
SURREY WY
2
168
40
77
CARRIG20
020
CARRIAGE PL
SURREY WY
RIVER ST
2
124
40
71
CARILO10
010
CARRILLO CT
CANDELARIA LN
CUL-DE-SAC
2
99
34
81
CASNER10
010
CASNER WY
MOUNTAIN VIEW ST
MARKET ST
2
271
38
69
CASNER20
020
CASNER WY
MARKET ST
COOK DR
2
643
38
61
CATLANO10
010
CATALANO CT
CANDELARIA LN
CUL-DE-SAC
2
161
34
87
CENTRL10
010
CENTRAL AV
FOOTHILL DR
STONEHEDGE DR
2
674
45
63
CENTRL100
100
CENTRAL AV
MAIN ST
RR X-ING
2
154
54
76
CENTRL110
110
CENTRAL AV
RR-XING
SANTA CLARA ST
2
170
52
60
CENTRL120
120
CENTRAL AV
SANTA CLARA ST
VENTURA ST
2
478
54
57
CENTRL130
130
CENTRAL AV
VENTURA ST
RIVER ST
2
636
48
81
CENTRL20
020
CENTRAL AV
STONEHEDGE DR
FOURTH ST
2
246
45
65
CENTRL30
030
CENTRAL AV
FOURTH ST
BLAINE ST
2
326
45
70
CENTRL40
040
CENTRAL AV
BLAINE ST
THIRD ST
2
367
45
62
CENTRL50
050
CENTRAL AV
THIRD ST
SECOND ST
2
692
45
87
CENTRL60
060
CENTRAL AV
SECOND ST
FIRST ST
2
693
48
95
CENTRL70
070
CENTRAL AV
FIRST ST
KENSINGTON DR
2
330
54
95
CENTRL80
080
CENTRAL AV
KENSINGTON DR
SESPE AV
2
370
54
82
CENTRL90
090
CENTRAL AV
SESPE ST
MAIN ST
2
566
54
75
CHAPRL10
010
CHAPARRAL ST
THIRD ST
MANZANITA DR
2
411
38
70
CHAPRL20
020
CHAPARRAL ST
MANZANITA DR
SECOND ST
2
241
38
69
CLAYST10
010
CLAY ST
THIRD ST
SECOND ST
2
656
38
86
CLAYST20
020
CLAY ST
SECOND ST
BARD ST
2
365
38
71
CLAYST30
030
CLAY ST
FIRST ST
SESPE AV
2
657
36
51
CLAYST40
040
CLAY ST
SESPE AV
MAIN ST
2
525
34
53
CLAYST50
050
CLAY ST
SANTA CLARA ST
VENTURA ST
2
450
44
71
CONDOR10
010
CONDOR CT
BLUE JAY ST
CUL-DE-SAC
2
238
40
57
COOKDR10
010
COOK DR
MARKET ST
CASNER WY
2
883
40
60
COOKDR20
020
COOK DR
CASNER WY
SESPE AV
2
285
40
62
COTTNW10
010
COTTONWOOD LN
LEVEE DR
WATERFORD LN
2
134
40
34
COTTNW20
020
COTTONWOOD LN
WATERFORD LN
PARKHAVEN CT
2
401
40
53
COTTNW30
030
COTTONWOOD LN
PARKHAVEN CT
WATERFORD LN
2
626
40
38
Appendix A: 3 of 12
MTC - StreetSaver July 26, 2017
PCI Inventory Report (Road Segments, Parking Lots, and Bike Paths)
Network Weighted Average PCI:
69
End Location
Lanes
Section Length (ft)
Section Width (ft)
END
2
366
20
47
BLUE JAY ST
2
598
40
46
CENTER ST
2
144
40
51
CENTER ST
WATERFORD LN
2
339
40
21
WATERFORD LN
VENTURA ST
2
292
40
32
VENTURA ST
RIVER ST
2
616
20
58
RIVER ST
134' S/O RIVER ST
2
115
20
70
DEERFIELD DR
RIVER ST
ELMHURST LN
2
158
54
73
DEL VALLE DR
SANTA CLARA ST
BALDEN LN
2
366
40
68
020
DEL VALLE DR
BALDEN LN
TELEGRAPH RD
2
677
40
53
DOVECT10
010
DOVE CT
BLUE JAY ST
CUL-DE-SAC
2
115
40
50
Street ID
Section ID
Road Names
COUNTR10
010
COUNTRY CT
DST10
010
D ST
SESPE ST
DST20
020
D ST
BLUE JAY ST
DST30
030
D ST
DST40
040
D ST
DST50
050
D ST
DST60
060
D ST
DEERFL10
010
DELVAL10
010
DELVAL20
Begin Location A ST SEGMENTS ROAD
Current PCI
EST10
010
E ST
VENTURA ST
RIVER ST
2
633
40
84
EAGLE10
010
EAGLE CT
FALCON WY
CUL-DE-SAC
2
188
40
64
EAGLE20
020
EAGLE CT
FALCON WY
FALCON WY
2
212
40
62
EDISNL10
010
EDISON LN
EDISON WY
A ST
2
1255
28
81
EDISNW10
010
EDISON WY
FIFTH ST
EDISON LN
2
327
16
72
EDISNW20
020
EDISON WY
EDISON LN
FOURTH ST
2
325
16
75
ELPASE10
010
EL PASEO ST
LOS SERENOS DR
MCNAB CT
2
269
38
78
ELPASE20
020
EL PASEO ST
MCNAB CT
RHODES CT
2
282
38
79
ELPASE30
030
EL PASEO ST
RHODES CT
SIERRA VISTA AV
2
286
38
78
ELPASE40
040
EL PASEO ST
SIERRA VISTA AV
C ST
2
272
38
86
ELPASE50
050
EL PASEO ST
C ST
VILLAGE SQ
2
202
40
85
ELKINS10
010
ELKINS LN
SECOND ST
CUL-DE-SAC
2
375
38
69
ELKWD10
010
ELKWOOD LN
BRIDLEWOOD LN
CUL-DE-SAC
2
497
34
89
ELMHRS10
010
ELMHURST LN
CUL-DE-SAC
DEERFIELD ST
2
252
38
62
ELMHRS20
020
ELMHURST LN
DEERFIELD ST
CUL-DE-SAC
2
197
38
70
ERSKIN10
010
ERSKINE LN
PRICE ST
CUL-DE-SAC
2
313
40
61
FALCON10
010
FALCON CT
C ST
EAGLE CT
2
130
40
60
FALCON20
020
FALCON CT
EAGLE CT
EAGLE CT
2
296
40
60
FERNGL10
010
FERNGLEN CI
THIRD ST
THIRD ST
2
685
36
54
FIFTH10
010
FIFTH ST
HINCKLEY LN
GOODENOUGH RD
2
148
32
87
FIFTH20
020
FIFTH ST
GOODENOUGH RD
TAYLOR LN
2
348
36
85
FIFTH30
030
FIFTH ST
TAYLOR LN
B ST
2
183
36
85
FIFTH40
040
FIFTH ST
B ST
EDISON WY
2
144
36
53
FIFTH50
050
FIFTH ST
EDISON WY
A ST
2
1257
36
56
FILLMR10
010
FILLMORE ST
THIRD ST
SECOND ST
2
654
36
67
FILLMR20
020
FILLMORE ST
SECOND ST
BARD ST
2
368
26
52
FILLMR30
030
FILLMORE ST
FIRST ST
SESPE AV
2
657
36
60
FILLMR40
040
FILLMORE ST
SESPE AV
MAIN ST
2
521
36
53
FILLMR50
050
FILLMORE ST
SANTA CLARA ST
VENTURA ST
2
460
36
33
FINCH10
010
FINCH CT
MEADOWLARK DR
CUL-DE-SAC
2
203
40
53
FINEST10
010
FINE ST
FOURTH ST
CUL-DE-SAC
2
533
40
69
FINEST20
020
FINE ST
FOURTH ST
LOCKHART LN
2
142
40
71
FINEST30
030
FINE ST
LOCKHART LN
THIRD ST
2
529
40
71
FIRST10
010
FIRST ST
MOCKINGBIRD LANE
C ST
2
444
40
53
FIRST100
100
FIRST ST
A ST
ORCHARD ST
2
657
36
39
FIRST110
110
FIRST ST
ORCHARD ST
CENTRAL AV
2
748
36
48
FIRST120
120
FIRST ST
CENTRAL AV
FILLMORE ST
2
345
36
58
FIRST130
130
FIRST ST
FILLMORE ST
SARATOGA ST
2
354
36
51
FIRST140
140
FIRST ST
SARATOGA ST
CLAY ST
2
365
36
51
Appendix A: 4 of 12
MTC - StreetSaver July 26, 2017
PCI Inventory Report (Road Segments, Parking Lots, and Bike Paths)
Network Weighted Average PCI:
69
End Location
Lanes
Section Length (ft)
Section Width (ft)
MOUNTAIN VIEW ST
2
340
36
53
KING ST
2
581
40
75
KING ST
PRICE ST
2
236
40
76
FIRST ST
PRICE ST
MEADOWLARK DR
2
291
40
76
FIRST ST
MEADOWLARK DR
B ST
2
314
40
72
070
FIRST ST
B ST
TELEGRAPH RD
2
191
40
68
FIRST90
090
FIRST ST
END
A ST
2
346
46
59
FOOTHL10
010
FOOTHILL DR
CENTRAL AV
FOOTHILL DR
2
233
46
76
FOOTHL20
020
FOOTHILL DR
FOOTHILL DR
MORRIS DR
2
364
30
90
FOOTHL30
030
FOOTHILL DR
MORRIS DR
TEITSORT DR
2
142
30
88
FOOTHL40
040
FOOTHILL DR
TEITSORT DR
FREMLIN DR
2
512
30
74
Street ID
Section ID
Road Names
FIRST150
150
FIRST ST
FIRST20
020
FIRST ST
C ST
FIRST40
040
FIRST ST
FIRST50
050
FIRST60
060
FIRST70
Begin Location CLAY ST SEGMENTS ROAD
Current PCI
FOOTHL50
050
FOOTHILL DR
FREMLIN DR
FOOTHILL DR
2
1597
30
71
FOURTH100
100
FOURTH ST
VALLEY VISTA
MESA DR
2
299
40
74
FOURTH110
110
FOURTH ST
MESA DR
SARATOGA ST
2
149
40
71
FOURTH120
120
FOURTH ST
SARATOGA ST
CANYON VIEW ST
2
123
40
76
FOURTH130
130
FOURTH ST
CANYON VIEW ST
MOUNTAIN VIEW ST
2
585
40
74
FOURTH140
140
FOURTH ST
MOUNTAIN VIEW ST
ISLAND VIEW ST
2
643
36
78
FOURTH150
150
FOURTH ST
ISLAND VIEW ST
MAIL BOX #149
2
450
24
86
FOURTH160
160
FOURTH ST
MAIL BOX #149
END
2
987
16
77
FOURTH20
020
FOURTH ST
GOODENOUGH RD
B ST
2
718
36
78
FOURTH30
030
FOURTH ST
B ST
EDISON WY
2
162
38
79
FOURTH40
040
FOURTH ST
EDISON WY
A ST
2
1257
38
76
FOURTH50
050
FOURTH ST
A ST
AKERS ST
2
241
38
37
FOURTH60
060
FOURTH ST
AKERS ST
FINE ST
2
190
38
34
FOURTH70
070
FOURTH ST
GALVIN LN
TIGHE LN
2
250
40
80
FOURTH80
080
FOURTH ST
TIGHE LN
CENTRAL AV
2
229
40
80
FOURTH90
090
FOURTH ST
CENTRAL AV
VALLEY VISTA
2
259
40
73
FREMLN10
010
FREMLIN DR
FOOTHILL DR
POLE #7999151
2
143
18
27
GALVIN10
010
GALVIN LN
FOURTH ST
CUL-DE-SAC
2
240
40
91
GLENWY10
010
GLEN WY
SANTA CLARA ST
ORTEGA ST
2
269
40
53
GLENWY20
020
GLEN WY
ORTEGA ST
OLIVER ST
2
248
40
58
GLENWY30
030
GLEN WY
OLIVER ST
WILEMAN ST
2
179
40
64
GLENWY40
040
GLEN WY
WILEMAN ST
SESPE AV
2
232
40
61
GDENUF10
010
GOODENOUGH RD
CITY LIMIT
ASH CI
2
1150
24
50
GDENUF100
100
GOODENOUGH RD
THIRD ST
RR-XING
2
247
44
82
GDENUF110
110
GOODENOUGH RD
RR-XING
TELEGRAPH RD
2
58
44
85
GDENUF20
020
GOODENOUGH RD
ASH CI
A ST
2
1043
34
72
GDENUF30
030
GOODENOUGH RD
A ST
B ST
2
1440
34
74
GDENUF40
040
GOODENOUGH RD
B ST
CANDELARIA LN
2
215
26
73
GDENUF50
050
GOODENOUGH RD
CANDELARIA LN
HINCKLEY LN
2
193
26
74
GDENUF60
060
GOODENOUGH RD
HINCKLEY LN
FIFTH ST
2
521
26
76
GDENUF70
070
GOODENOUGH RD
FIFTH ST
FOURTH ST
2
859
26
83
GDENUF80
080
GOODENOUGH RD
FOURTH ST
ARRASMITH LN
2
178
26
83
GDENUF90
090
GOODENOUGH RD
ARRASMITH LN
THIRD ST
2
276
26
79
HARTHN10
010
HARTHORN LN
GOODENOUGH RD
ARRASMITH LN
2
559
34
87
HINCKLY10
010
HINCKLEY LN
GOODENOUGH RD
HINCKLEY LN #808
2
301
34
85
HINCKLY20
020
HINCKLEY LN
HINCKLEY LN #805
END
2
93
34
87
HINCKLY30
030
HINCKLEY LN
HINCKLEY LN#808
FIFTH ST
2
634
34
86
HINCKLY40
040
HINCKLEY LN
FIFTH ST
GOODENOUGH RD
2
621
34
87
HOWARD10
010
HOWARD ST
KING ST
CUL-DE-SAC
2
430
40
89
Appendix A: 5 of 12
MTC - StreetSaver July 26, 2017
PCI Inventory Report (Road Segments, Parking Lots, and Bike Paths)
Network Weighted Average PCI: Street ID
Section ID
HUMEDR10
010
HUME DR
ISLDVW10
010
ISLAND VIEW ST
FOURTH ST
ISLDVW20
020
ISLAND VIEW ST
BLAINE ST
Road Names
Begin Location TELEGRAPH RD ROAD SEGMENTS
69
End Location
Lanes
Section Length (ft)
Section Width (ft)
TELEGRAPH RD
2
616
40
44
BLAINE ST
2
308
38
90
THIRD ST
2
372
38
86
Current PCI
ISLDVW30
030
ISLAND VIEW ST
THIRD ST
SECOND ST
2
673
38
72
KENSTN10
010
KENSINGTON DR
ORCHARD ST
CENTRAL AV
2
729
36
29
KINGST10
010
KING ST
CUL-DE-SAC
C ST
2
180
40
53
KINGST20
020
KING ST
C ST
HOWARD ST
2
280
40
74
KINGST30
030
KING ST
HOWARD ST
FIRST ST
2
511
40
80
LEMON10
010
LEMON WY
SECOND ST
THIRD ST
2
648
40
75
LEVEE10
010
LEVEE DR
VENTURA ST
COTTONWOOD LN
2
142
24
21
LEVEE20
020
LEVEE DR
COTTONWOOD LN
END
2
45
24
45
LEWIS10
010
LEWIS LN
PRICE ST
CUL-DE-SAC
2
313
38
59
LOCKHT10
010
LOCKHART LN
FINE ST
CUL-DE-SAC
2
100
38
72
LORALN10
010
LORA LN
MARKET ST
CUL-DE-SAC
2
611
40
76
LOSSER10
010
LOS SERENOS DR
VENTURA ST
EL PASEO ST
2
287
36
39
LOSSER20
020
LOS SERENOS DR
EL PASEO ST
CENTER ST
2
342
36
26
LOSSER30
030
LOS SERENOS DR
CENTER ST
450' N/O CENTER ST
2
451
36
35
LOSSER40
040
LOS SERENOS DR
450' N/O CENTER ST
SIERRA VISTA AV
2
838
36
33
MAINST10
010
MAIN ST
END
CENTRAL AV
2
314
32
65
MAINST20
020
MAIN ST
CENTRAL AV
FILLMORE ST
2
343
38
68
MAINST30
030
MAIN ST
FILLMORE ST
SARATOGA ST
2
360
38
60
MAINST40
040
MAIN ST
SARATOGA ST
CLAY ST
2
360
38
72
MAINST50
050
MAIN ST
CLAY ST
MOUNTAIN VIEW ST
2
340
38
76
MAINST60
060
MAIN ST
MOUNTAIN VIEW ST
MARKET ST
2
340
38
92
MAINST70
070
MAIN ST
MARKET ST
350' E/O MARKET ST
2
350
38
92
MAINST80
080
MAIN ST
350' E/O MARKET ST
END
2
514
38
75
MALLRD10
010
MALLARD ST
QUAIL CT
CUL-DE-SAC
2
134
40
44
MALLRD20
020
MALLARD ST
SESPE AV
QUAIL CT
2
280
40
40
MANZNT10
010
MANZANITA DR
CHAPARRAL ST
THIRD ST
2
621
40
69
MAPLE10
010
MAPLE CT
SHADY LN
END
2
233
30
78
MARKET10
010
MARKET ST
COOK DR
CASNER WY
2
249
40
64
MARKET20
020
MARKET ST
CASNER WY
SESPE AV
2
276
40
63
MARKET30
030
MARKET ST
SESPE AV
LORA LN
2
270
40
63
MARKET40
040
MARKET ST
LORA LN
MAIN ST
2
113
40
70
MCNAB10
010
MC NAB CT
EL PASEO ST
CUL-DE-SAC
2
516
40
47
MCAMBL10
010
MCCAMPBELL ST
SESPE AVE
WILEMAN ST
2
265
38
78
MCAMBL20
020
MCCAMPBELL ST
WILEMAN ST
OLIVER ST
2
403
38
76
MCAMBL30
030
MCCAMPBELL ST
OLIVER ST
SANTA CLARA ST
2
251
40
80
MEADWL10
010
MEADOWLARK DR
MOCKINGBIRD LANE
FINCH CT
2
319
40
49
MEADWL100
100
MEADOWLARK DR
MEADOWLARK DR
CUL-DE-SAC #4
2
15
40
44
MEADWL110
110
MEADOWLARK DR
CUL-DE-SAC #4
CUL-DE-SAC #5
2
193
40
53
MEADWL120
120
MEADOWLARK DR
MEADOWLARK DR
CUL-DE-SAC #5
2
61
40
53
MEADWL130
130
MEADOWLARK DR
CUL-DE-SAC #5
CUL-DE-SAC #6
2
80
40
53
MEADWL140
140
MEADOWLARK DR
MEADOWLARK DR
CUL-DE-SAC #6
2
122
40
62
MEADWL150
150
MEADOWLARK DR
CUL-DE-SAC #6
CUL-DE-SAC #7
2
132
40
53
MEADWL160
160
MEADOWLARK DR
MEADOWLARK DR
CUL-DE-SAC #7
2
64
40
53
MEADWL170
170
MEADOWLARK DR
CUL-DE-SAC #7
CUL-DE-SAC #8
2
109
40
53
MEADWL180
180
MEADOWLARK DR
MEADOWLARK DR
CUL-DE-SAC #8
2
91
40
64
MEADWL190
190
MEADOWLARK DR
CUL-DE-SAC #8
CUL-DE-SAC #9
2
117
40
53
MEADWL20
020
MEADOWLARK DR
FINCH CT
C ST
2
156
40
49
Appendix A: 6 of 12
MTC - StreetSaver July 26, 2017
PCI Inventory Report (Road Segments, Parking Lots, and Bike Paths)
Network Weighted Average PCI: Street ID
Section ID
Road Names
MEADWL200
200
MEADOWLARK DR
MEADWL210
210
MEADOWLARK DR
CUL-DE-SAC #9
MEADWL220
220
MEADOWLARK DR
CUL-DE-SAC #10
MEADWL30
030
MEADOWLARK DR
MEADWL40
040
MEADOWLARK DR
MEADWL50
050
MEADOWLARK DR
MEADWL60
060
MEADOWLARK DR
MEADWL70
070
MEADWL80
080
MEADWL90
Begin Location
69
Section Length (ft)
Section Width (ft)
Current PCI
End Location
Lanes
CUL-DE-SAC #9
2
51
40
53
CUL-DE-SAC #10
2
152
40
53
FIRST ST
2
123
40
80
C ST
CUL-DE-SAC #1
2
110
40
53
MEADOWLARK DR
CUL-DE-SAC #1
2
76
40
53
CUL-DE-SAC #1
CUL-DE-SAC #2
2
223
40
53
MEADOWLARK DR
CUL-DE-SAC #2
2
75
40
53
MEADOWLARK DR
CUL-DE-SAC #2
CUL-DE-SAC #3
2
229
40
53
MEADOWLARK DR
MEADOWLARK DR
CUL-DE-SAC #3
2
75
40
53
090
MEADOWLARK DR
CUL-DE-SAC #3
CUL-DE-SAC #4
2
107
40
53
MESADR10
010
MESA DR
FOURTH ST
CUL-DE-SAC
2
223
40
82
MOCKBR10
010
MOCKINGBIRD LN
MEADOW LARK DR
CUL-DE-SAC TO NORTH
2
212
40
53
MOCKBR20
020
MOCKINGBIRD LN
ORIOLE CI
MEADOW LARK DR
2
328
40
54
MOCKBR30
030
MOCKINGBIRD LN
FIRST ST
ORIOLE CI
2
234
40
53
MOCKBR40
040
MOCKINGBIRD LN
FIRST ST
SIERRA VISTA AV
2
696
40
54
MOCKBR50
050
MOCKINGBIRD LN
SIERRA VISTA AV
CUL-DE-SAC TO SOUTH
2
112
40
53
MTVIEW10
010
MOUNTAIN VIEW ST
ARUNDELL CI
FOURTH ST
2
199
28
79
MTVIEW100
100
MOUNTAIN VIEW ST
RR-XING
SANTA CLARA ST
2
149
36
51
MTVIEW110
110
MOUNTAIN VIEW ST
SANTA CLARA ST
VENTURA ST
2
389
40
61
MTVIEW120
120
MOUNTAIN VIEW ST
VENTURA ST
BRIDGE
2
76
56
92
MTVIEW130
130
MOUNTAIN VIEW ST
BRIDGE
CHERRYWOOD ST
2
262
40
91
MTVIEW140
140
MOUNTAIN VIEW ST
CHERRYWOODST
RIVER ST
2
262
40
88
MTVIEW150
150
MOUNTAIN VIEW ST
RIVER ST
EDGEWOOD WY
2
274
40
91
MTVIEW20
020
MOUNTAIN VIEW ST
FOURTH ST
BLAINE ST
2
326
36
60
MTVIEW30
030
MOUNTAIN VIEW ST
BLAINE ST
THIRD ST
2
366
36
60
MTVIEW40
040
MOUNTAIN VIEW ST
THIRD ST
SECOND ST
2
693
38
53
MTVIEW50
050
MOUNTAIN VIEW ST
SECOND ST
FIRST ST
2
693
38
88
MTVIEW60
060
MOUNTAIN VIEW ST
FIRST ST
CASNER WY
2
399
38
82
MTVIEW70
070
MOUNTAIN VIEW ST
CASNER WY
SESPE AV
2
301
40
50
MTVIEW80
080
MOUNTAIN VIEW ST
SESPE AV
MAIN ST
2
565
40
60
MTVIEW90
090
MOUNTAIN VIEW ST
MAIN
RR-XING
2
138
38
62
MUTAU10
010
MUTAU CIR
SANTA CLARA ST
CUL-DE-SAC
2
120
40
90
OAKDAL10
010
OAKDALE LN
RIVER ST
CUL-DE-SAC
2
331
40
67
OTELE10
010
OLD TELEGRAPH RD
CITY LIMIT
GOODENOUGH RD
2
437
34
69
OTELE20
020
OLD TELEGRAPH RD
GOODENOUGH RD
B ST
2
1837
38
74
OTELE30
030
OLD TELEGRAPH RD
B ST
FIRST ST
2
279
38
72
OTELE40
040
OLD TELEGRAPH RD
FIRST ST
HUME ST-W
2
179
38
73
OTELE50
050
OLD TELEGRAPH RD
HUME ST-W
HUME ST-E
2
326
38
70
OTELE60
060
OLD TELEGRAPH RD
HUME ST-E
SESPE PLACE
2
189
38
78
OTELE70
070
OLD TELEGRAPH RD
SESPE PLACE
SESPE AV
2
355
38
82
OTELE80
080
OLD TELEGRAPH RD
SESPE AV
DEL VALLE DR
2
262
38
79
OTELE90
090
OLD TELEGRAPH RD
DEL VALLE DR
A ST
2
302
38
80
OLIVES10
010
OLIVE ST
VENTURA ST
SANTA CLARA ST
2
460
28
52
OLIVER10
010
OLIVER ST
C ST
WILEMAN ST
2
205
40
63
OLIVER20
020
OLIVER ST
WILEMAN ST
BURSON LN
2
428
40
61
OLIVER30
030
OLIVER ST
BURSON LN
GLEN WY-W
2
324
40
56
OLIVER40
040
OLIVER ST
GLEN WY-W
GLEN WY
2
150
40
61
OLIVER50
050
OLIVER ST
B ST
MCCAMPBELL ST
2
452
40
53
ORANGR10
010
ORANGE GROVE AV
SANTA CLARA ST
END
2
266
30
82
ORANGR20
020
ORANGE GROVE AV
VENTURA ST
SANTA CLARA ST
2
460
30
19
MEADOWLARK DR ROAD SEGMENTS
Appendix A: 7 of 12
MTC - StreetSaver July 26, 2017
PCI Inventory Report (Road Segments, Parking Lots, and Bike Paths)
Network Weighted Average PCI:
69
End Location
Lanes
Section Length (ft)
Section Width (ft)
KENSINGTON DR
2
173
34
73
SESPE AV
2
302
32
71
SANTA FE ST
BURLINGTON ST
2
494
34
78
Street ID
Section ID
Road Names
ORCHRD10
010
ORCHARD ST
ORCHRD20
020
ORCHARD ST
KENSINGTON DR
ORIENT10
010
ORIENT ST
Begin Location FIRST STSEGMENTS ROAD
Current PCI
ORIOLE10
010
ORIOLE CIR
MOCKINGBIRD LANE
CUL-DE-SAC
2
408
40
51
ORTEGA10
010
ORTEGA ST
C ST
BURSON LN
2
626
40
66
ORTEGA20
020
ORTEGA ST
BURSON LN
GLEN WY
2
491
40
68
PALMST10
010
PALM ST
VENTURA ST
SANTA CLARA ST
2
463
36
53
PARKHV10
010
PARKHAVEN CT
COTTONWOOD LN
CUL-DE-SAC
2
84
40
21
PRICE10
010
PRICE ST
FIRST ST
LEWIS LN
2
227
40
53
PRICE20
020
PRICE ST
LEWIS LN
ERSKINE LN
2
210
40
53
PRICE30
030
PRICE ST
ERSKINE LN
SESPE AV
2
223
40
53
QUAIL10
010
QUAIL CT
MALLARD ST
CUL-DE-SAC
2
483
40
38
READING10
010
READING ST
RIVER ST
SANTA FE ST
2
218
34
78
READING20
020
READING ST
SANTA FE ST
BURLINGTON ST
2
445
34
78
RHODES10
010
RHODES CT
EL PASEO ST
CUL-DE-SAC
2
516
36
31
RIOGND10
010
RIO GRANDE ST
SANTA FE ST
BURLINGTON ST
2
477
34
78
RIVERC10
010
RIVER CT
RIVER ST
CUL-DE-SAC
2
76
40
77
RIVERS10
010
RIVER ST
CUL-DE-SAC
E ST
2
905
38
85
RIVERS100
100
RIVER ST
ORANGE BLOSSOM LN
DUNTON LN
2
239
36
73
RIVERS110
110
RIVER ST
DUNTON LN
SURREY WY
2
207
36
74
RIVERS120
120
RIVER ST
SURREY WY
CARRIAGE PL
2
223
36
72
RIVERS130
130
RIVER ST
CARRIAGE PL
A ST
2
384
36
72
RIVERS140
140
RIVER ST
A ST
720' E/O A ST
2
684
40
69
RIVERS150
150
RIVER ST
720' E/O A ST
WILLOW ST
2
350
40
71
RIVERS160
160
RIVER ST
WILLOW ST
CENTRAL AV
2
347
40
69
RIVERS170
170
RIVER ST
CENTRAL AV
RIVER CT
2
232
40
76
RIVERS180
180
RIVER ST
RIVER CT
BRIDLEWOOD LN
2
251
40
79
RIVERS190
190
RIVER ST
BRIDLEWOOD LN
SANDLEWOOD LN
2
254
40
77
RIVERS20
020
RIVER ST
E ST
D ST
2
1441
30
82
RIVERS200
200
RIVER ST
SANDLEWOOD LN
WILDWOOD LN
2
212
40
92
RIVERS210
210
RIVER ST
WILDWOOD LN
MOUNTAIN VIEW ST
2
472
40
92
RIVERS220
220
RIVER ST
MOUNTAIN VIEW ST
END
2
562
32
92
RIVERS30
030
RIVER ST
D ST
355' E/O D ST
2
355
26
71
RIVERS40
040
RIVER ST
355' E/O D ST
C ST
2
1398
52
78
RIVERS50
050
RIVER ST
C ST
READING ST
2
517
30
67
RIVERS60
060
RIVER ST
READING ST
DEERFIELD ST
2
198
36
72
RIVERS70
070
RIVER ST
DEERFIELD ST
OAKDALE ST
2
427
36
72
RIVERS80
080
RIVER ST
OAKDALE ST
B ST
2
296
36
72
RIVERS90
090
RIVER ST
B ST
ORANGE BLOSSOM LN
2
356
36
72
ROBIN10
010
ROBIN CT
SESPE AV
CUL-DE-SAC
2
219
40
57
SNDLWD10
010
SANDLEWOOD LN
BRIDLEWOOD LN
RIVER ST
2
248
32
78
SANTCL10
010
SANTA CLARA ST
CUL-DE-SAC
GLEN WY
2
333
40
69
SANTCL100
100
SANTA CLARA ST
OLIVE ST
PALM ST
2
364
36
66
SANTCL110
110
SANTA CLARA ST
PALM ST
CENTRAL AV
2
337
36
55
SANTCL120
120
SANTA CLARA ST
CENTRAL AV
FILLMORE ST
2
342
50
75
SANTCL130
130
SANTA CLARA ST
FILLMORE ST
SARATOGA ST
2
360
36
60
SANTCL140
140
SANTA CLARA ST
SARATOGA ST
CLAY ST
2
360
36
57
SANTCL150
150
SANTA CLARA ST
CLAY ST
MOUNTAIN VIEW ST
2
340
36
57
SANTCL160
160
SANTA CLARA ST
MOUNTAIN VIEW ST
END
2
1455
30
27
SANTCL20
020
SANTA CLARA ST
GLEN WY
135' W/O B ST
2
116
40
72
Appendix A: 8 of 12
MTC - StreetSaver July 26, 2017
PCI Inventory Report (Road Segments, Parking Lots, and Bike Paths)
Network Weighted Average PCI:
69
End Location
Lanes
Section Length (ft)
Section Width (ft)
B ST
2
116
40
62
MUTAU CT
2
209
40
88
MCCAMPBELL ST
2
278
40
92
MCCAMPBELL ST
DEL VALLE DR
2
258
40
87
DEL VALLE DR
A ST
2
663
40
88
SANTA CLARA ST
A ST
ORANGE GROVE AV
2
338
38
68
090
SANTA CLARA ST
ORANGE GROVE AV
OLIVE ST
2
360
36
74
SANTFE10
010
SANTA FE ST
READING ST
RIO GRANDE ST
2
223
32
78
SANTFE20
020
SANTA FE ST
RIO GRANDE ST
ORIENT ST
2
242
32
86
SANTFE30
030
SANTA FE ST
ORIENT ST
SOUTHERN PACIFIC ST
2
229
32
86
SANTFE40
040
SANTA FE ST
SOUTHERN PACIFIC ST
B ST
2
199
32
85
SANTFE50
050
SANTA FE ST
B ST
SURREY WY
2
752
32
85
SANTFE60
060
SANTA FE ST
SURREY WY
BURLINGTON ST
2
465
32
79
SARATG10
010
SARATOGA ST
FOURTH ST
BLAINE ST
2
290
36
76
SARATG20
020
SARATOGA ST
BLAINE ST
THIRD ST
2
330
36
73
SARATG30
030
SARATOGA ST
THIRD ST
SECOND ST
2
655
36
81
SARATG40
040
SARATOGA ST
SECOND ST
BARD ST
2
380
34
60
SARATG50
050
SARATOGA ST
BARD ST
FIRST ST
2
275
34
67
SARATG60
060
SARATOGA ST
FIRST ST
SESPE AV
2
656
34
66
SARATG70
070
SARATOGA ST
SESPE AV
MAIN ST
2
521
34
58
Street ID
Section ID
Road Names
SANTCL30
030
SANTA CLARA ST
SANTCL40
040
SANTA CLARA ST
B ST
SANTCL50
050
SANTA CLARA ST
MUTAU CT
SANTCL60
060
SANTA CLARA ST
SANTCL70
070
SANTA CLARA ST
SANTCL80
080
SANTCL90
Begin Location 135' W/O B ST ROAD SEGMENTS
Current PCI
SARATG80
080
SARATOGA ST
SANTA CLARA ST
VENTURA ST
2
461
40
21
SECOND10
010
SECOND ST
LEMON WAY
B ST
2
286
30
29
SECOND100
100
SECOND ST
SARATOGA ST
CLAY ST-N
2
360
40
82
SECOND110
110
SECOND ST
CLAY ST-N
CLAY ST-S
2
124
40
78
SECOND120
120
SECOND ST
CLAY ST-S
MOUNTAIN VIEW ST
2
218
40
77
SECOND130
130
SECOND ST
MOUNTAIN VIEW ST
ELKINS LN
2
297
40
70
SECOND140
140
SECOND ST
ELKINS LN
ISLAND VIEW ST
2
315
40
77
SECOND150
150
SECOND ST
ISLAND VIEW ST
END
2
208
40
70
SECOND20
020
SECOND ST
145' W/O CHAPARRAL ST
CHAPARRAL ST
2
145
36
73
SECOND30
030
SECOND ST
CHAPARRAL ST
YUCCA DR
2
527
36
70
SECOND40
040
SECOND ST
YUCCA DR
CUL-DE-SAC
2
239
36
75
SECOND50
050
SECOND ST
STADIUM WY
SHIELLS DR
2
1081
34
87
SECOND60
060
SECOND ST
SHIELLS DR
CENTRAL AV
2
346
36
76
SECOND70
070
SECOND ST
CENTRAL AV
FILLMORE ST-S
2
213
40
76
SECOND80
080
SECOND ST
FILLMORE ST-S
FILLMORE-N
2
133
40
71
SECOND90
090
SECOND ST
FILLMORE-N
SARATOGA ST
2
360
40
79
SESPE10
010
SESPE AV
D ST
ROBIN CT
2
182
40
39
SESPE100
100
SESPE AV
B ST
MCCAMPBELL ST
2
466
38
64
SESPE110
110
SESPE AV
MCCAMPBELL ST
TELEGRAPH RD
2
463
38
63
SESPE130
130
SESPE AV
A ST
ORCHARD ST
2
658
54
39
SESPE140
140
SESPE AV
ORCHARD ST
CENTRAL AV
2
533
54
41
SESPE150
150
SESPE AV
CENTRAL AV
FILLMORE ST
2
330
52
53
SESPE160
160
SESPE AV
FILLMORE ST
SARATOGA ST
2
360
52
64
SESPE170
170
SESPE AV
SARATOGA ST
CLAY ST
2
360
52
69
SESPE180
180
SESPE AV
CLAY ST
MOUNTAIN VIEW ST
2
340
52
60
SESPE190
190
SESPE AV
MOUNTAIN VIEW ST
MARKET ST
2
345
40
68
SESPE20
020
SESPE AV
ROBIN CT
MALLARD ST
2
251
40
40
SESPE200
200
SESPE AV
MARKET ST
COOK DR
2
635
40
67
SESPE210
210
SESPE AV
COOK DR
END
2
153
40
70
SESPE30
030
SESPE AV
MALLARD ST
SIERRA VISTA AV
2
693
40
48
Appendix A: 9 of 12
MTC - StreetSaver July 26, 2017
PCI Inventory Report (Road Segments, Parking Lots, and Bike Paths)
Network Weighted Average PCI:
69
End Location
Lanes
Section Length (ft)
Section Width (ft)
C ST
2
273
40
52
BURSON LN
2
361
38
78
PRICE ST
2
455
38
81
PRICE ST
GLEN WY
2
119
38
83
GLEN WY
B ST
2
466
38
92
TELEGRAPH RD
A ST
2
736
40
92
END
ASH CI
2
208
32
84
SHADY LN
ASH CI
MAPLE CT
2
268
32
85
SHADY LN
MAPLS CT
END
2
88
32
85
010
SHIELLS DR
THIRD ST
SECOND ST
2
657
36
83
SIERAV10
010
SIERRA VISTA AV
MOCKINGBIRD LANE
SESPE AV
2
144
40
56
SIERAV20
020
SIERRA VISTA AV
SESPE AV
LOS SERENOS DR
2
270
36
41
SIERAV30
030
SIERRA VISTA AV
LOS SERENOS DR
402' N/0 EL PASEO ST
2
391
36
40
SIERAV40
040
SIERRA VISTA AV
402' N/0 EL PASEO ST
EL PASEO ST
2
383
36
30
SOPAC10
010
SOUTHERN PACIFIC ST
SANTA FE ST
BURLINGTON ST
2
480
34
77
Street ID
Section ID
Road Names
SESPE40
040
SESPE AV
SESPE50
050
SESPE AV
C ST
SESPE60
060
SESPE AV
BURSON LN
SESPE80
080
SESPE AV
SESPE90
090
SESPE AV
SESPEP10
010
SESPE PLACE
SHADY10
010
SHADY LN
SHADY20
020
SHADY30
030
SHIELL10
Begin Location SIERRA VISTASEGMENTS AV ROAD
Current PCI
STDIUM10
010
STADIUM WAY
SECOND ST
A ST
2
447
36
89
STEPHN10
010
STEPHENS ST
BARD ST
END
2
148
36
27
STONEH10
010
STONEHEDGE DR
CENTRAL AV
WOODGROVE RD
2
668
40
64
SURREY10
010
SURREY WY
RIVER ST
CARRIAGE PL-N
2
534
40
66
SURREY20
020
SURREY WY
CARRIAGE PL-N
CARRIAGE PL-S
2
629
40
66
SURREY30
030
SURREY WY
RIVER ST
SANTA FE ST
2
216
40
79
SURREY40
040
SURREY WY
SANTA FE ST
UNION PACIFIC ST
2
254
40
77
SURREY50
050
SURREY WY
UNION PACIFIC ST
BURLINGTON ST
2
245
40
77
TAYLOR10
010
TAYLOR LN
CUL-DE-SAC
TAYLOR LN #958
2
135
34
92
TAYLOR20
020
TAYLOR LN
TAYLOR LN #958
TAYLOR LN #928
2
202
34
84
TAYLOR30
030
TAYLOR LN
TAYLOR LN #928
FIFTH ST
2
192
34
92
TAYLOR40
040
TAYLOR LN
CUL-DE-SAC
TAYLOR LN #955
2
90
34
91
TAYLOR50
050
TAYLOR LN
CUL-DE-SAC
TAYLOR LN #921
2
115
34
91
TEITST10
010
TEITSORT DR
FOOTHILL DR
GATE
2
150
28
64
THIRD10
010
THIRD ST
GOODENOUGH RD
ALLEY 050
2
552
40
69
THIRD100
100
THIRD ST
A ST
FERNGLEN CI
2
128
46
74
THIRD110
110
THIRD ST
FERNGLEN CI
AKERS ST
2
112
46
70
THIRD120
120
THIRD ST
AKERS ST
FINE ST
2
282
46
70
THIRD130
130
THIRD ST
FINE ST
END
2
381
36
58
THIRD140
140
THIRD ST
END
SHIELLS DR
2
380
28
88
THIRD150
150
THIRD ST
SHIELLS DR
WALKER LN
2
71
36
67
THIRD160
160
THIRD ST
WALKER LN
CENTRAL AV
2
274
36
86
THIRD170
170
THIRD ST
CENTRAL AV
FILLMORE ST
2
346
36
66
THIRD180
180
THIRD ST
FILLMORE ST
SARATOGA ST
2
359
36
68
THIRD190
190
THIRD ST
SARATOGA ST
CLAY ST
2
361
36
69
THIRD20
020
THIRD ST
ALLEY 050
LEMON WY
2
442
40
71
THIRD200
200
THIRD ST
CLAY ST
MOUNTAIN VIEW ST
2
344
36
68
THIRD210
210
THIRD ST
MOUNTAIN VIEW ST
ISLAND VIEW ST
2
593
36
68
THIRD220
220
THIRD ST
ISLAND VIEW ST
END
2
256
36
82
THIRD30
030
THIRD ST
LEMON WAY
B ST
2
301
40
73
THIRD40
040
THIRD ST
B ST
150 FT W/O CHAPARRAL ST
2
323
46
62
THIRD50
050
THIRD ST
150 FT W/O CHAPARRAL ST
CHAPARRAL ST
2
150
46
75
THIRD60
060
THIRD ST
CHAPARRAL ST
MANZANITA DR
2
252
46
72
THIRD70
070
THIRD ST
MANZANITA DR
YUCCA DR
2
272
46
69
THIRD80
080
THIRD ST
YUCCA DR
BOULDER ST
2
246
46
71
Appendix A: 10 of 12
MTC - StreetSaver July 26, 2017
PCI Inventory Report (Road Segments, Parking Lots, and Bike Paths)
Network Weighted Average PCI:
69
End Location
Lanes
Section Length (ft)
Section Width (ft)
A ST
2
177
46
70
CUL-DE-SAC
2
220
40
92
SURREY WY
2
748
34
92
SURREY WY
BURLINGTON ST
2
471
34
92
FOURTH ST
CUL-DE-SAC
2
398
38
83
VENTURA ST-FRONTAGE
LOS SERENOS DR
ALLEY 020
2
550
26
84
VILLAGE SQ
EL PASEO ST
EL PASEO ST
2
1055
44
13
THIRD ST
CUL-DE-SAC
2
509
40
75
COTTONWOOD LN
COTTONWOOD LN
2
875
40
46
COTTONWOOD LN
D ST
2
719
40
42
WILEMAN ST
OLIVER ST
BURSON ST
2
350
40
62
020
WILEMAN ST
BURSON ST
GLEN WY
2
596
40
62
030
WILEMAN ST
GLEN WY
B ST
2
453
40
65
WILEMN40
040
WILEMAN ST
B
MCCAMPBELL ST
2
448
40
69
WOODGR10
010
WOODGROVE RD
FOURTH ST
STONEHEDGE
2
874
40
76
WOODGR20
020
WOODGROVE RD
STONEHEDGE ST
CUL-DE-SAC
2
307
40
72
YUCCA10
010
YUCCA DR
THIRD ST
SECOND ST
2
651
40
76
Miles:
38.27
Street ID
Section ID
Road Names
THIRD90
090
THIRD ST
TIGHE10
010
TIGHE LN
FOURTH ST
UNNPAC10
010
UNION PACIFIC ST
B ST
UNNPAC20
020
UNION PACIFIC ST
VALLVS10
010
VALLEY VISTA
VENTUR10
010
VILLAG10
010
WALKER10
010
WALKER LN
WATERF10
010
WATERFORD LN
WATERF20
020
WATERFORD LN
WILEMN10
010
WILEMN20 WILEMN30
Begin Location BOULDER ROAD ST SEGMENTS
Appendix A: 11 of 12
PCI
Current PCI
68
MTC - StreetSaver July 26, 2017
PCI Inventory Report (Road Segments, Parking Lots, and Bike Paths)
Network Weighted Average PCI:
69
End Location
Lanes
Section Length (ft)
Section Width (ft)
ORIOLE BASIN OUTLET
BLUE JAY BASIN
1
2069
10
91
BLUE JAY
BLUE JAY BASIN
SR-126 UNDERPASS NORTH
1
1040
10
90
BYPASS EAST
SR-23 UNDERPASS EAST
RIVER ST
1
401
10
85
BYPASS WEST
SR-23 UNDERPASS WEST
RIVER ST
1
755
10
73
COTTONWOOD RAMP
BLUE JAY BASIN
COTTONWOOD LN
1
731
10
78
030
HOMETOWN
WW#7 RAMP
OLD TELEGRAPH UNDERPASS
1
1898
10
91
340
MIDDLE SCHOOL
B ST
FIRST ST
1
1115
10
83
ZBP050
050
OLD TELEGRAPH RAMP
UNDERPASS SOUTH END
OLD TELEGRAPH RD
1
322
10
92
ZBP040
040
OLD TELEGRAPH UNDERP
UNDERPASS NORTH END
UNDERPASS SOUTH END
1
287
10
97
ZBP210
210
RIVER OAKS
READING ST
SANTA CLARA LEVEE
1
615
10
91
ZBP230
230
RIVERWALKPARK
SANTA CLARA LEVEE
SR-23 UNDERPASS WEST
1
1650
10
81
ZBP010
010
SESPE LEVEE NORTH
NORTH TERMINUS
WW#7 RAMP
1
2655
10
92
ZBP060
060
SHIELLS PARK
OLD TELEGRAPH RD
ORIOLE BASIN OUTLET
1
1855
10
92
ZBP120
120
SR-126 RAMP
SR-126 HIGHWAY
WRP LEVEE
1
395
10
92
ZBP100
100
SR-126 UNDERPASS
SR-126 UNDERPASS NORTH
SR-126 UNDERPASS SOUTH
1
911
10
97
ZBP240
240
SR-23 UNDERPASS
SR-23 UNDERPASS WEST
SR-23 UNDERPASS EAST
1
466
10
94
ZBP300
300
TELEPHONE RD
GOODENOUGH RD
B ST
1
1717
10
61
ZBP310
310
TELEPHONE RD
B ST
SESPE PLACE
1
971
10
89
ZBP320
320
TELEPHONE RD
SESPE PLACE
A ST
1
798
10
89
ZBP330
330
TELEPHONE RD
A ST
CENTRAL AV
1
1473
10
67
ZBP110
110
WRP LEVEE
SR-126 UNDERPASS SOUTH
END AT WRP DISPLAY
1
876
10
91
ZBP130
130
WRP RAMP
WRP LEVEE
RIVER ST CUL-DU-SAC
1
581
10
92
ZBP020
020
WW#7 RAMP
SESPE LEVEE NORTH
964 CATALANO CT
1
280
10
92
ZBP200
200
WWTP
WWTP GATE
READING ST
1
503
10
91
ZBP220
220
WWTP LEVEE
WWTP END
SANTA CLARA LEVEE
1
1190
10
92
Miles:
4.84
Street ID
Section ID
Road Names
Begin Location
ZBP070
070
BIRD TRACT
ZBP080
080
ZBP260
260
ZBP250
250
ZBP090
090
ZBP030 ZBP340
Current PCI
ROAD SEGMENTS BIKE PATHS
PCI
86
PARKING LOTS ZPABD10
010
BUS DEPOT LOT
533 SANTA CLARA ST
533 SANTA CLARA ST
1
180
98
81
ZPAFS20
020
FILLMORE ST NORTH LOT
351 FILLMORE ST
351 FILLMORE ST
1
265
141
53
ZPAFS10
010
FILLMORE ST SOUTH LOT
231 FILLMORE ST
231 FILLMORE ST
1
300
56
59
ZLAR10
010
LEVEE ACCESS ROAD
701 GOODENOUGH RD
701 GOODENOUGH RD
1
270
15
67
ZPAPD10
010
POLICE DEPT LOT
524 SESPE AV
524 SESPE AV
1
200
122
69
ZPAPO10
010
POST OFFICE LOT
519 MAIN ST
519 MAIN ST
1
250
134
79
ZPAPW10
010
PUBLIC WORKS YARD
701 SESPE PLACE
701 SESPE PLACE
1
350
172
93
ZPASC10
010
SANTA CLARA ST PARKING LOT
440 SANTA CLARA ST
440 SANTA CLARA ST
1
110
59
75
ZPASP10
010
SHIELLS PARK LOT
649 C ST
649 C ST
1
520
61
35
ZPARP20
020
TWO RIVERS PARK-EAST
XXX RIVER STREET
XXX RIVER ST
1
660
19
92
ZPARP10
010
TWO RIVERS PARK-WEST
XXX RIVER STREET
XXX RIVER ST
1
465
84
92
ZPAWR10
010
WATER RECYCLING PLANT
1580 RIVER ST
1580 RIVER ST
1
500
169
93
ZPAWY20
020
WELL #7 YARD
964 CATALANO CT
964 CATALANO CT
1
60
43
83
ZPAWY10
010
WELL #8 ENTRY & YARD
1301 GOODENOUGH RD
1301 GOODENOUGH RD
1
500
18
91
Appendix A: 12 of 12
PCI
79
Overall Network PCI
69
Pavement Management Report 2017– City of Fillmore
APPENDIX B PCI Geographical Map
B
2017 FILLMORE STREET MAP SHOWING PAVEMENT CONDITION INDEX
RY # 8 EN T
Z- W EL L
& YAR D
SH AD Y TE IT SO RT D R
LN
E FR
LL
RD
TH I
N OU G H
FO O
AR IA LN
GO OD E
M
DR
LI
N
B ST
D
R
C AN D EL
Legend City_Limit
R TAY LO
LN EY KL HI NC LN RN HO RT
T V IE W S
ELK IN S LN
IE TA IN V W ST ALL EY 2 20
T C LAY S
AV
N LOR A L ALL EY
T ST
2 40
M AR K E
ALL EY
T C LAY S
T O GA S
2 50
M AIN S
T
C L AR A
ST
T M OU N
SAN T A
W ST
2 70 ALL EY
M OU N
GA ST
T C LAY S
IE TA IN V
ST
O SAR AT
V TA IN
N O OD L
BR ID LE
LN
R IV ER
ST
T OO D S
D LN
AL AV
W IL D W
EW OO
W OO D
T IE W S
SAN D L
C EN T R
U N IO N
ED G
WY EW O OD
2 30
RIV ER ST
ED G
EW
DW Y
FE S T
PA C IF IC
ST
B ST
ST
BU R LI N G
TO N ST
ST
ST
·
OO
W ST
IC ST IO N PA C IF
W IL LO
UN
IF IC R N PA C
OR IEN T
E SO U TH
SA
AN D E R IO G R
G ST
C ST
D ST
R EAD IN
ST NTA FE
Y WY SU R R E
L E LN
SA ST
CAR RIAG E PL
B ST
OA KD A
C ST
SAN T A
ST NTA FE
ST
R WY ALL EY
AV
SAR AT
R E ST FIL LM O T H LO T T N OR O RE S 1 80 ALL EY
LOT
DR
SES PE
C L AR A
AV
N AV ON L
C ST
0 20 ALL EY
E ST
D ST
ST
M OU N
T C LAY S 2 10
2 00
T O GA S
ALL EY
SAR AT
ALL EY
Z- F IL LM
1 40
T PA LM S
ALL EY
O UTH E ST S
D ST
C ASN E
ELK W
R IV ER
SEC O N
C OO K
SAN T A
Y WY
SU R R E
R ST L N
3 40
T
M AIN S
L OT
OR Z- F IL LM
2 80
T BAR D S
SES PE
ST
ST
110
1 30
VE E G RO
ALL EY
OLIV E
ST
C L AR A
R E ST
SAN T A
FIL LM O
1 90
1 00
ALL EY
C L AR A
E PO T Z- BU S D
ALL EY
O GA ST
T BAR D S
ALL EY
AV
T C LAY S
SAR AT
EN S ST
1 70
1 60
SES PE
ALL EY
SAN T A
2 90
T O GA S
ST EP H
R E ST
AL AV
D
DR
1 50 T ALL EY IC E LO T OF F Z- PO S
ST
ALL EY
SAR AT
3 00
R E ST FIL LM O
C EN T R
SY AR
ALL EY
GT O N
ALL EY
RK
D ST
ST
ELM H U
IS LA N D
T O GA S
HA
SAR AT ALL EY
FIL LM O
3 10
S DR
WO
AR A ST
R IV ER
R Z- T W O
RD S T
IC
OR A N G
LL E D R D EL VA
CL SAN T A
OD LN
A PAR K -E IVE R S
ALL EY
SH IEL L OR C H A
BL
KEN S IN
AV
ST
OLIV ER
Y GLE N W
A ST
E SQ
A N ST
B ST
N LN
A AV A VIST
S CT
B CT
ST 0 30 ALL EY
DR
P BE LL
BU R SO
SIER R
ST OLIV ER
VILLA G EO EL PA S
ST IL EM A N
AV
ST TH IR D
3 20
T
T
PLA C E SES PE
SES PE
W IL EM
OR T EG
ALL EY
M W AY
HUME
AV SES PE
W ST A IN V IE M OU N T
R
VIS TA
LN
EN C I
Z- P U
T
W
BL
SEC O N
STA D IU
S FIR S T
RD
D ST
AV
EO EL PA S
LN TIG H E
GA LV IN
FE R N GL
ER S T
H
BLA IN E
V A IN E A
ST TH IR D
M C C AM
AR H OW
R H OD E
MC NA
S DR
N O RD L
AP
ST
T KIN G S
E DR
LEV E
C OT
T ON W O
R EN O LOS SE
F WAT ER
D ST
R CT
Parcels
Y ST BLU E JA
BO U LD
T KIN G S
CT
C ON D O
Street-Not City Owned
S FIR S T
T
D LN
R OB IN
Street-Not Rated
SES PE
DR
GR
3 70
3 60
ALL EY
S FIR S T
TE
PR IC E
IN G BIR
CT QU A IL
D ST
LE
S FIR S T
LN
D ST
R E CI
S FIR S T
M OC K
0-11: Failed
YU C C A
D
M EA D O
12-25: Very Poor
R N ITA D
OL
DR W L AR K
L OR I O
ALL EY
T
DR
M AN Z A
RRA L S
AR K
ALL EY
3 30 ALL EY
ST TH IR D
SEC O N
D ST SEC O N
B ST
OW L
C H APA
WY
0 40
26-45: Poor
LEM O N
ALL EY
M EA D
SEC O N
CT
3 50 ALL EY
ST
ST
ST TH IR D
N
CT
N FAL C O
R WA LK E
H FO U R T
ST TH IR D
B ST
M IT H L
0 50
AR R AS
0 60
T FIN E S
AKE R S
0 80
BL
BL
EAG LE
K LO T LS PA R
46-55: Fair
ST
V A IN E A
V A IN E A
ALL EY
DR
A ST
ST
ALL EY
B ST
0 70 ALL EY
Z- SH IEL
56-70: Good
N LN
H FO U R T
H FO U R T
ALL EY
71-85: Very Good
ED ISO
H ED G E
M ES A D
ST ON E
VA LL EY
T FIF T H S
N WY
86-100: Excellent
WOO DGRO VE RD
ST FIF T H
ED ISO
PCI
HS T
RY CT
B ST
FI F T
LN
Street-City Owned
C OU N T
Z- WATE R RE CYCL ING PL ANT
Appendix B Page 1 of 1
0
850
1,700
3,400
5,100
Feet 6,800 drb - June 29, 2017
Pavement Management Report 2017– City of Fillmore
APPENDIX C List of roads recommended for surface treatments based on City’s proposed budget
C
8
Roads Selected for Treatment - Base Budget Scenario ($350K/year)
Legend
Roads Selected for Treatment Treatment Year
Z-W ELL #8
YARD
NO
RT
H
2018
EN TRY &
AT H
-SES
PE
2020
SHAD Y LN
LE V
EE
2019
BIK E P
2021
DE L A
Segment Inventory
B ST
CA N
2022
R IA L
UGH RD GOODENO
AIN VIEW
RIVER ST
ST
EDGEW
OOD W Y
O
WO
E
BIKE PATH-BYPA
N EY L C KL H IN
TO WN ME - HO
D
EP ATH BIK
TR IR D -B TH
PA BI KE
E
SS WEST
M OU N T
RIVE R ST
OD ST
OOD LN
R1
AR A ST
VIEW ST
OO D LN
WILDW O
BRID LEW
L AV
ST
P LE BIKE P AT H VEE -S
ST
IN MOUNTA
L KW
CENTRA WILLOW
WR
MA RKET
MAIN ST
SANTA CL
270 ALLEY CLAY ST
PALM ST
EP ATH -
SESPE AV
LORA LN 0 ALLEY 25
0 ALLEY 24
CLAY ST
ST FI LLMORE 0 ALLEY 18
ST
D LN BRID L EW OO
RIVE R ST
VI EW ST
0 ALLEY 22
WY CASN ER 0 ALLEY 23
SESPE AV
MAIN ST
AR A SANTA CL
ST
COOK DR
CLAY ST
0 ALLEY 21 GA ST
SARATO
FI RST ST
VIEW ST
BARD ST
0 ALLEY 20 ST
FI LLMORE V
SECOND
IN MOUNTA
COND ST
THIRD ST
LN ELKINS
A ST SARATO G
AR A ST
0 ALLEY 28
GA ST
SANTA CL
0 ALLEY 19
MAIN ST ELE P H ONE R D
CLAY ST
0 ALLEY 29
SARATO
GA ST ALLEY 300
ST
SESPE A
0 ALLEY 15
0 ALLEY 13
L AV
0 ALLEY 10
DR
0 ALLEY 34 TH IR D ST
ISLAND
SARATO
FI LLMORE
ST
B
P A TH-T
CENTRA
Y
CI FIC ST UNION PA INGTON ST PA RK IVERWALK ATH-R IK E P
BURL
BI K E
SE
ST
0 ALLEY 37 BLAINE AV
0 ALLEY 33 TH IR D ST
0 ALLEY 14 OLIVE ST
ST
SURREY W
ST
0 ALLEY 31
GTO N KEN SIN 0 ALLEY 17
0 ALLEY 16
DR
CAR RIA GE PL
PACIFIC
LE VEE
CLAR A
SANTA FE
B ST
BIK
L AV
SANTA
E
BALDEN LN
B ST
-WW TP
RN SOUTHE
N DE ST
OR IENT ST
ST
-WW TP
TH BIKE PA
RI O G RA
C ST
D ST
BIKE P A TH
FI RST ST
SESPE AV
ST
0 ALLEY 36 BLAINE AV
BARD ST
0 ALLEY 11
Q
ELL ST
SANTA
READ IN G
RK-EAST
ST
ST CLAR A
ST LN ELMH UR RIVE R ST
C ST
D ST
E ST
VE RS PA Z-TWO RI
OLIVER
WY
ES
ST
GLEN
VI LL A G
PB MC CA M
LN
O ST EL PA SE 0 ALLEY 03
ST
B ST
BURSON C ST
CT MC NAB
VISTA AV SIER RA CT RHODES
OLIVER
E
L L VA L
SECOND
ST SECOND
D L E SC HOO L FI RST ST Z-P U BL IC W OR KS DR YAR SES PE P LAC D E
SESPE AV ST W ILEMAN
SESPE AV ST WILEMAN
ORTEGA
DR
HU
M
PRIC E ST
KING ST
TH IR D ST
SHIE LLS
RD
EP ATH -MID
0 ALLEY 32
R LN
BI K
LN
ST
PH
GALV IN
RA
ST
SECOND
0 ALLEY 35
WALK E
CI
WAY STAD IUM
DR
TE LE G
RAL ST
AR K
B ST
SECOND
D
FI RST ST
IRD LN
LN
WY
CT LE CIR OR IO FI RST ST
ER
LEMON
C ST
FI NC H
GB MOCKIN NOS DR
OOD COTTONW
D ST
-B
W
ON
ME A DOW L
SESPE AV
LOS SERE
D UN
BIK
H AT EP
JAY
PH
0 ALLEY 04
LE
DR
FOURTH
TI GH E LN
CHAPAR
LN - TE
FERNG LEN
FI NE ST
TH IR D ST
ST
R ST BOULDE YUCCA DR
0 ALLEY 08
BLAINE AV
B ST
0 ALLEY 06
M ITH
EAGLE CT
EP AT H
CT QUAIL
ROBIN CT
26
PA ER
SS
E LU
FOURTH
ILL
R OV E R D D G ST ON EH E D GE DR
AKER S ST
B ST
0 ALLEY 07 BLAINE AV
AS
C ST
Y ST BLUE JA RD LN ATERFO
LN
ST
FOURTH
0 ALLEY 05
ARR
BIK
T AC
A ST
EDIS ON
WY
Road Segments
COUN TRY CT
FI FTH ST
EDIS ON
A I
Parking Lots
FI FTH ST
B ST
Bike Paths
LN TAYLOR
½ ¾
TH
CENTRA
N
Facility Type
FO O
0
0.25
0.5 Miles
List of Roads Recommended for Surface Treatment 2018-2022 Base Budget: $350,000 per year - 10% maximum for preventive maintenance (PM) Street ID
Section ID
Road Name
Begin Location
End Location
Section Section Length Width (ft) (ft)
MTC - StreetSaver Budget Scenario - Base Budget July 27, 2017 Treatment
PCI Before Treatment
Treated PCI
Est. Cost
Roads Selected for Treatment in 2018 BURSON10
010
BURSON LN
SESPE AV
WILEMAN ST
187
40
THIN AC OVERLAY
61
100
$
10,400
CST60
060
C ST
CST70
070
C ST
KING ST
SESPE AV
441
40
THIN AC OVERLAY
65
100
$
30,400
SESPE AV
OLIVER ST
440
40
THIN AC OVERLAY
64
100
$
30,400
CST80
080
C ST
CST90
090
C ST
OLIVER ST
ORTEGA ST
261
40
THIN AC OVERLAY
64
100
$
18,000
ORTEGA ST
EL PASEO ST
360
40
THIN AC OVERLAY
66
100
$
24,800
CARRIG10
010
CARRIAGE PL
SURREY WY
SURREY WY
168
40
REJUVENATION SEAL (PM)
76
84
$
3,600
COOKDR20
020
COOK DR
ERSKIN10
010
ERSKINE LN
CASNER WY
SESPE AV
285
40
THIN AC OVERLAY
61
100
$
15,900
PRICE ST
CUL-DE-SAC
313
40
THIN AC OVERLAY
60
100
$
17,400
GLENWY40
040
GLEN WY
GDENUF30
030
GOODENOUGH RD
WILEMAN ST
SESPE AV
232
40
THIN AC OVERLAY
60
100
$
12,900
A ST
B ST
1440
34
REJUVENATION SEAL (PM)
73
82
$
25,900
MEADWL100
100
MEADOWLARK DR
MEADOWLARK DR
CUL-DE-SAC #4
15
40
MILL AND AC OVERLAY W/BASE REPAIR
43
100
$
1,400
MEADWL140 MTVIEW90
140
MEADOWLARK DR
MEADOWLARK DR
CUL-DE-SAC #6
122
40
THIN AC OVERLAY
61
100
$
6,800
090
MOUNTAIN VIEW ST
MAIN
RR-XING
138
38
THIN AC OVERLAY
61
100
$
7,300
OTELE10
010
OLD TELEGRAPH RD
CITY LIMIT
GOODENOUGH RD
437
34
THIN AC OVERLAY
68
100
$
25,600
OTELE50
050
OLD TELEGRAPH RD
HUME ST-W
HUME ST-E
326
38
THIN AC OVERLAY
69
100
$
21,400
OLIVER20
020
OLIVER ST
WILEMAN ST
BURSON LN
428
40
THIN AC OVERLAY
60
100
$
23,800
OLIVER40
040
OLIVER ST
GLEN WY-W
GLEN WY
150
40
THIN AC OVERLAY
60
100
$
8,400
RIVERS180
180
RIVER ST
RIVER CT
BRIDLEWOOD LN
251
40
REJUVENATION SEAL (PM)
78
86
$
5,300
SANTCL30
030
SANTA CLARA ST
135' W/O B ST
B ST
116
40
THIN AC OVERLAY
61
100
$
6,500
WILEMN10
010
WILEMAN ST
OLIVER ST
BURSON ST
350
40
THIN AC OVERLAY
61
100
$
19,500
WILEMN20
020
WILEMAN ST
BURSON ST
GLEN WY
596
40
THIN AC OVERLAY
61
100
$
33,200
$
348,900
Miles:
1.34
Appendix C: 1 of 5
List of Roads Recommended for Surface Treatment 2018-2022 Base Budget: $350,000 per year - 10% maximum for preventive maintenance (PM) Street ID
Section ID
Road Name
Begin Location
End Location
Section Section Length Width (ft) (ft)
MTC - StreetSaver Budget Scenario - Base Budget July 27, 2017 Treatment
PCI Before Treatment
Treated PCI
Est. Cost
Roads Selected for Treatment in 2018 2019 AST100
100
A ST
SESPE AV
RR X-ING
283
40
THIN AC OVERLAY
70
100
$
19,900
AST40
040
A ST
FOURTH ST
BLAINE ST
345
40
THIN AC OVERLAY
68
100
$
24,300
AST90
090
A ST
FIRST ST
SESPE AV
679
40
THIN AC OVERLAY
70
100
$
47,800
BURLTN50
050
BURLINGTON ST
B ST
SURREY WY
781
34
REJUVENATION SEAL (PM)
77
85
$
14,300
CARILO10
010
CARRILLO CT
GLENWY30
030
GLEN WY
GDENUF90
090
GOODENOUGH RD
MARKET10
010
MARKET ST
MARKET20
020
MARKET ST
MARKET30
030
MARKET ST
MEADWL180
180
MEADOWLARK DR
OTELE30
030
OLD TELEGRAPH RD
OTELE40
040
OLD TELEGRAPH RD
OLIVER10
010
OLIVER ST
C ST
RIVERC10
010
RIVER CT
SANTFE60
060
SANTA FE ST
SESPE100
100
SESPE110
110
STONEH10
010
STONEHEDGE DR
SURREY30
030
TEITST10
010
WILEMN30
030
CANDELARIA LN
CUL-DE-SAC
99
34
REJUVENATION SEAL (PM)
79
87
$
1,900
OLIVER ST
WILEMAN ST
179
40
THIN AC OVERLAY
61
100
$
10,200
ARRASMITH LN
THIRD ST
276
26
REJUVENATION SEAL (PM)
77
85
$
3,900
COOK DR
CASNER WY
249
40
THIN AC OVERLAY
61
100
$
14,200
CASNER WY
SESPE AV
276
40
THIN AC OVERLAY
60
100
$
15,700
SESPE AV
LORA LN
270
40
THIN AC OVERLAY
60
100
$
15,300
MEADOWLARK DR
CUL-DE-SAC #8
91
40
THIN AC OVERLAY
61
100
$
5,200
B ST
FIRST ST
279
38
THIN AC OVERLAY
69
100
$
18,700
FIRST ST
HUME ST-W
179
38
THIN AC OVERLAY
70
100
$
12,000
WILEMAN ST
205
40
THIN AC OVERLAY
60
100
$
11,700
RIVER ST
CUL-DE-SAC
76
40
REJUVENATION SEAL (PM)
75
83
$
1,700
SURREY WY
BURLINGTON ST
465
32
REJUVENATION SEAL (PM)
77
85
$
8,100
SESPE AV
B ST
MCCAMPBELL ST
466
38
THIN AC OVERLAY
61
100
$
25,100
SESPE AV
MCCAMPBELL ST
TELEGRAPH RD
463
38
THIN AC OVERLAY
60
100
$
25,000
CENTRAL AV
WOODGROVE RD
668
40
THIN AC OVERLAY
61
100
$
37,900
SURREY WY
RIVER ST
SANTA FE ST
216
40
REJUVENATION SEAL (PM)
77
85
$
4,700
TEITSORT DR
FOOTHILL DR
GATE
150
28
THIN AC OVERLAY
61
100
$
6,000
WILEMAN ST
GLEN WY
B ST
453
40
THIN AC OVERLAY
62
100
$
25,700
$
349,300
Miles:
1.35
Appendix C: 2 of 5
List of Roads Recommended for Surface Treatment 2018-2022 Base Budget: $350,000 per year - 10% maximum for preventive maintenance (PM) Street ID
Section ID
Road Name
Begin Location
End Location
Section Section Length Width (ft) (ft)
MTC - StreetSaver Budget Scenario - Base Budget July 27, 2017 Treatment
PCI Before Treatment
Treated PCI
THIN AC OVERLAY
68
100
$
24,800
Est. Cost
Roads Selected for Treatment in 2018 2020 AST50
050
A ST
BLAINE ST
THIRD ST
346
40
ALLEY40
040
ALLEY 040
BST10
010
B ST
THIRD ST
LEMON WY
765
18
THIN AC OVERLAY
62
100
$
19,900
END
GOODENOUGH RD
648
40
REJUVENATION SEAL (PM)
80
87
$
14,300
BST150
150
B ST
RIVER ST
SANTA FE ST
219
38
REJUVENATION SEAL (PM)
75
83
$
4,600
BST160 EAGLE10
160
B ST
SANTA FE ST
UNION PACIFIC ST
234
38
REJUVENATION SEAL (PM)
74
82
$
4,900
010
EAGLE CT
FALCON WY
CUL-DE-SAC
188
40
THIN AC OVERLAY
60
100
$
10,900
MAINST10
010
MAIN ST
OTELE20
020
OLD TELEGRAPH RD
ORTEGA10
010
ORTEGA ST
RIVERS170
170
RIVER ST
RIVERS190
190
RIVER ST
SANTCL100
100
SANTA CLARA ST
SARATG60
060
SARATOGA ST
SURREY10
010
SURREY WY
END
CENTRAL AV
314
32
THIN AC OVERLAY
61
100
$
14,600
GOODENOUGH RD
B ST
1837
38
THIN AC OVERLAY
68
100
$
125,100
C ST
BURSON LN
626
40
THIN AC OVERLAY
62
100
$
36,200
CENTRAL AV
RIVER CT
232
40
REJUVENATION SEAL (PM)
72
81
$
5,100
BRIDLEWOOD LN
SANDLEWOOD LN
254
40
REJUVENATION SEAL (PM)
74
82
$
5,600
OLIVE ST
PALM ST
364
36
THIN AC OVERLAY
61
100
$
19,000
FIRST ST
SESPE AV
656
34
THIN AC OVERLAY
62
100
$
32,300
RIVER ST
CARRIAGE PL-N
534
40
THIN AC OVERLAY
61
100
$
30,900
$
348,200
Miles:
1.37
Appendix C: 3 of 5
List of Roads Recommended for Surface Treatment 2018-2022 Base Budget: $350,000 per year - 10% maximum for preventive maintenance (PM) Street ID
Section ID
Road Name
Begin Location
End Location
Section Section Length Width (ft) (ft)
MTC - StreetSaver Budget Scenario - Base Budget July 27, 2017 Treatment
PCI Before Treatment
Treated PCI
Est. Cost
Roads Selected for Treatment in 2018 2021 AKERS10
010
AKERS ST
FORTH ST
THIRD ST
652
40
THIN AC OVERLAY
62
100
ALLEY90
090
ALLEY 090
FOURTH ST
EDISON LN
314
17
THIN AC OVERLAY
61
100
$
7,900
ALLEY150
150
ALLEY 150
MAIN ST
SESPE AV
509
32
THIN AC OVERLAY
62
100
$
24,100
CASNER10
010
CASNER WY
MOUNTAIN VIEW ST
MARKET ST
271
38
THIN AC OVERLAY
62
100
$
15,200
DST60
060
D ST
RIVER ST
134' S/O RIVER ST
115
20
THIN AC OVERLAY
63
100
$
3,400
DELVAL10
010
DEL VALLE DR
SANTA CLARA ST
BALDEN LN
366
40
THIN AC OVERLAY
62
100
$
21,600
EST10
010
E ST
VENTURA ST
RIVER ST
633
40
REJUVENATION SEAL (PM)
79
87
$
14,200
FILLMR10
010
FILLMORE ST
THIRD ST
SECOND ST
654
36
THIN AC OVERLAY
61
100
$
34,800
MAINST20
020
MAIN ST
CENTRAL AV
FILLMORE ST
343
38
THIN AC OVERLAY
62
100
$
19,300
OAKDAL10
010
OAKDALE LN
RIVER ST
CUL-DE-SAC
331
40
THIN AC OVERLAY
61
100
$
19,600
ORTEGA20
020
ORTEGA ST
BURSON LN
GLEN WY
491
40
THIN AC OVERLAY
62
100
$
29,000
RIVERS30
030
RIVER ST
D ST
355' E/O D ST
355
26
THIN AC OVERLAY
64
100
$
13,700
RIVERS50
050
RIVER ST
C ST
READING ST
517
30
THIN AC OVERLAY
61
100
$
22,900
SANTCL10
010
SANTA CLARA ST
CUL-DE-SAC
GLEN WY
333
40
THIN AC OVERLAY
62
100
$
19,700
SANTCL80
080
SANTA CLARA ST
A ST
ORANGE GROVE AV
338
38
THIN AC OVERLAY
61
100
$
19,000
SARATG50
050
SARATOGA ST
BARD ST
FIRST ST
275
34
THIN AC OVERLAY
61
100
$
13,800
SOPAC10
010
SOUTHERN PACIFIC ST
SANTA FE ST
BURLINGTON ST
480
34
REJUVENATION SEAL (PM)
72
81
$
9,200
SURREY40
040
SURREY WY
SANTA FE ST
UNION PACIFIC ST
254
40
REJUVENATION SEAL (PM)
72
81
$
5,700
SURREY50
050
SURREY WY
UNION PACIFIC ST
BURLINGTON ST
245
40
REJUVENATION SEAL (PM)
72
81
$
5,500
THIRD110
110
THIRD ST
FERNGLEN CI
AKERS ST
112
46
THIN AC OVERLAY
60
100
$
9,500
$
346,600
Miles:
1.44
Appendix C: 4 of 5
$
38,500
List of Roads Recommended for Surface Treatment 2018-2022 Base Budget: $350,000 per year - 10% maximum for preventive maintenance (PM) Street ID
Section ID
Road Name
Begin Location
End Location
Section Section Length Width (ft) (ft)
MTC - StreetSaver Budget Scenario - Base Budget July 27, 2017 Treatment
PCI Before Treatment
Treated PCI
Est. Cost
Roads Selected for Treatment in 2018 2022 AST110
110
A ST
RR-XING
TELEGRAPH RD
116
40
THIN AC OVERLAY
69
100
ALLEY10
010
ALLEY 010 (CENTER ST)
BST40
040
B ST
BST80
080
B ST
BURLTN10
010
BURLTN20
020
CST110
110
C ST
CANDEL10
010
CANDELARIA LN
ELKINS10
010
ELKINS LN
ELMHRS20
020
ELMHURST LN
FIRST70
070
FIRST ST
FOURTH90
090
FOURTH ST
MANZNT10
010
MANZANITA DR
MARKET40
040
MARKET ST
OTELE60
060
OLD TELEGRAPH RD
RIVERS10
010
RIVER ST
RIVERS140
140
RIVERS160
160
SECOND130
130
SECOND150 SESPE210
$
8,700
D ST
LOS SERENOS DR
292
18
THIN AC OVERLAY
61
100
$
8,000
FOURTH ST
BLAINE ST
310
36
THIN AC OVERLAY
62
100
$
16,800
TELEGRAPH RD
FIRST ST
133
40
THIN AC OVERLAY
61
100
$
8,000
BURLINGTON ST
READING ST
RIO GRANDE ST
244
34
REJUVENATION SEAL (PM)
72
81
$
4,800
BURLINGTON ST
RIO GRANDE ST
ORIENT ST
260
34
REJUVENATION SEAL (PM)
72
81
$
5,100
EL PASEO ST
VENTURA ST
284
40
THIN AC OVERLAY
70
100
$
21,200
END
CARRILLO CT
193
34
REJUVENATION SEAL (PM)
80
88
$
3,800
SECOND ST
CUL-DE-SAC
375
38
THIN AC OVERLAY
62
100
$
21,500
DEERFIELD ST
CUL-DE-SAC
197
38
THIN AC OVERLAY
62
100
$
11,300
B ST
TELEGRAPH RD
191
40
THIN AC OVERLAY
61
100
$
11,500
CENTRAL AV
VALLEY VISTA
259
40
THIN AC OVERLAY
60
100
$
19,400
CHAPARRAL ST
THIRD ST
621
40
THIN AC OVERLAY
61
100
$
37,400
LORA LN
MAIN ST
113
40
THIN AC OVERLAY
62
100
$
6,800
HUME ST-E
SESPE PLACE
189
38
THIN AC OVERLAY
68
100
$
13,400
CUL-DE-SAC
E ST
905
38
REJUVENATION SEAL (PM)
79
87
$
19,700
RIVER ST
A ST
720' E/O A ST
684
40
THIN AC OVERLAY
61
100
$
41,200
RIVER ST
WILLOW ST
CENTRAL AV
347
40
THIN AC OVERLAY
61
100
$
20,900
SECOND ST
MOUNTAIN VIEW ST
ELKINS LN
297
40
THIN AC OVERLAY
63
100
$
17,900
150
SECOND ST
ISLAND VIEW ST
END
208
40
THIN AC OVERLAY
63
100
$
12,600
210
SESPE AV
COOK DR
END
153
40
THIN AC OVERLAY
62
100
$
9,300
SHADY30
030
SHADY LN
MAPLS CT
END
88
32
REJUVENATION SEAL (PM)
78
86
$
1,700
WILEMN40
040
WILEMAN ST
B
MCCAMPBELL ST
448
40
THIN AC OVERLAY
61
100
$
27,000
$
348,000
Miles:
1.31
Total Miles
6.80
Appendix C: 5 of 5
Pavement Management Report 2017– City of Fillmore
APPENDIX D Pavement Treatment Decision Tree Criteria
D
City of Fillmore Decision Tree for Pavement Treatments
Class Name: PCI Range Arterial & Collectors: Class I Crack Treatment 80-70 Surface Treatment 80-70 Restoration Treatment 80-70 Class II Light Rehab/Rejuv. 70-50 Class III Rehabilitation (load related) 70-50 Class IV Rehab. w/ Reconst. 50-25 Class V Reconstruction 25-0
Local Streets and Parking Lots: Class I Crack Treatment Surface Treatment Restoration Treatment Class II Light Rehab/Rejuv. Class III Rehabilitation (load related) Class IV Rehab. w/ Reconst. Class V Reconstruction
80-70 80-70 80-70 70-50 70-50 50-25 25-0
Concrete Segments: Class I Crack Treatment Surface Treatment Restoration Treatment Class II Light Rehab/Rejuv. Class III Rehabilitation (load related) Class IV Rehab. w/ Reconst. Class V Reconstruction
80-70 80-70 80-70 70-50 70-50 50-25 25-0
Cost Sq Ft.
*Cost/ sq yd
Treatment Name:
$ $ $ $ $ $
0.72 1.89 1.72 2.00 3.11 5.56
$ $ $ $ $ $
6.50 17.00 15.50 18.00 28.00 50.00
Do Nothing Rejuvenation Seal Mill & Overlay Thin Overlay Mill & Overlay Mill & Overlay w/Base repairs Reconstruction and/or Pulv. & Pave
$ $ $ $ $ $
0.53 1.81 1.39 1.83 2.28 4.44
$ $ $ $ $ $
4.75 16.25 12.50 16.50 20.50 40.00
Do Nothing Rejuvenation Seal Mill & Overlay Thin Overlay Mill & Overlay Mill & Overlay w/Base repairs Reconstruction and/or Pulv. & Pave
$ $
13.33 13.33
$ 120.00 $ 120.00
Do Nothing Do Nothing Do Nothing Do Nothing Do Nothing Recosntruct Structure (PCC) Recosntruct Structure (PCC)
* Cost is for purposes of budget needs and projections.
Appendix A: Page 1 of 1
Years between Year Between Number of surface crack seals Surface Seals seals before Overlay: 3
4
7 2
7 3
TO:
Mayor and Council
FROM:
Roxanne Hughes, City Engineer
DATE:
September 12, 2017
RE:
PRESENTATION OF PAVEMENT MANAGEMENT REPORT 2017 AND APPROVAL OF PROJECT LIST FOR RMRA FUND ELIGIBILITY
REQUEST That the City Council receive this presentation of the Pavement Management Report 2017 and approve a recommended project list and associated budget amendments to meet the funding eligibility guidelines for receipt of Road Maintenance and Rehabilitation Account (RMRA) funds. DISCUSSION Pavement Management Report 2017 A Pavement Management System (PMS) is basically a system designed to gather, store, and analyze data about the City’s streets and provide a strategized program for implementing preventive maintenance and rehabilitation projects citywide. The PMS represents a proactive approach to maintaining the existing streets. It benefits the City by preserving investments in the roadways, enhancing pavement performance, ensuring cost-effectiveness, extending pavement life, and providing improved safety and mobility. Additionally, maintaining a fully implemented PMS protects the City’s ability to acquire state and federal funding for street improvement projects. Virtually all funding sources require local agencies to plan and document ongoing maintenance of the funded street improvements. This requirement is met by including these streets in the City’s PMS. The City contracted with the Ventura County Public Works Agency to prepare the Pavement Management Report 2017, which has now been completed. All City maintained streets and bike paths were field surveyed and rating information was recorded in the StreetSaver Program. Pavement Condition Index (PCI) values were calculated for each road and bike path segment across the City network. This information was then used to select rehabilitation and maintenance strategies to apply to each segment. From there, different budget scenarios were applied to identify how different levels of funding impact the network average PCI. The following four budget scenarios were evaluated for a 5-year period: o Budget Needs (Funding required to reach optimum average PCI in the mid 80’s) o Proposed Budget by City ($350K per year based on early RMRA funding projections) o Maintain PCI at current condition o Target PCI of 78
The Pavement Management Report is provided as Exhibit A to this report. The report’s key findings are summarized as follows: •
The City of Fillmore maintains approximately 38.3 centerline miles of roadway, 4.8 miles of bike and pedestrian pathways, and approximately 380,000 square feet of public parking lots.
•
The current weighted average network PCI for road segments is 68.
•
The current weighted average network PCI for bike path segments is 86.
•
The current weighted average network PCI for public parking lots is 79.
•
As depicted in the chart below, approximately 54% of the road network system is in “good” condition, 13% is in “poor” to “very poor” condition, and the remaining 33% is in “fair” condition.
•
For the current budget needs (optimum condition targeting PCI in the mid 80’s), the City would require a 5-year budget of approximately $10.4M
•
With the proposed City budget of $350K/year the average road network PCI is expected to decrease to 64 within the next 5 years
•
To maintain PCI at current condition would require a 5-year budget of approximately $3.7M
•
The projected budget to improve the road network average PCI to 78 within the next 5 years is $7.4M Pavement Management Report September 12, 2017 Page 2 of 4
Project List for Road Maintenance and Rehabilitation Account (RMRA) The Governor of California on April 28, 2017 signed Senate Bill 1, the Road Repair and Accountability Act of 2017, also known as the Road Maintenance and Rehabilitation Account (RMRA), to address basic road maintenance, rehabilitation and critical safety needs on highways and local streets, which is funded through a per gallon fuel tax and vehicle registration fees. The City of Fillmore is projected to receive $87,740 in RMRA funds in Fiscal year 2017-2018, which represents a partial funding year. The following fiscal year, the amount is estimated at $263,206. All projects that are eligible for use of Highway User Tax Account (HUTA or Gas Tax) funds are eligible for use of RMRA funds. The Street and Highway Code provides for greater flexibility in use of the RMRA funds if the City has met or exceeds an average pavement condition index of 80 and has general funds allocated to streets and road that are in excess of the average expended in fiscal years 2010, 2011 and 2012 (Maintenance of Effort basis or MOE). Fillmore does not meet the PCI threshold. The MOE for the identified base years of 2010 through 2012 will be zero, as Fillmore did not spend any general fund money on streets and roads during those years. The focus of our projects, therefore, is expected to be deferred roadway rehabilitation and maintenance projects. Prior to receiving an apportionment of RMRA funds from the State Controller in a fiscal year, a city must submit to the California Transportation Commission (CTC) a list of projects proposed to be funded with these funds. All projects proposed to receive funding must be included in the city budget that was adopted by the applicable city council at a regular public meeting. The list of projects must include a description and the location of each proposed project, a proposed schedule for the project’s completion, and the estimated useful life of the improvement. The project list does not limit the flexibility of an eligible city to fund projects in accordance with local needs and priorities so long as the projects are consistent with RMRA priorities. The legislation requires a list of projects to be submitted directly to the CTC by October 16, 2017 for FY17-18. However, if during the year new priorities arise and the city uses the RMRA funding on different projects not on the list, that is acceptable if the projects meet the stated criteria for use of the RMRA funding. It is expected that the CTC will establish a new deadline for submittal of project lists for future fiscal years that will line up better with the local agencies’ budget cycles. Given the small amount of this initial partial year funding, staff recommends that we use the funds to prioritize much needed sidewalk, curb and gutter repairs and also to perform overdue preventative maintenance by applying slurry seal to selected streets with pavement that is in good to fair condition. The projects to be added to the adopted budget for FY17-18 that will be funded with RMRA funds are: • Hardscape repair in the amount of $40,000 for sidewalks, access ramps, curb and gutter projects Citywide. • Slurry seal projects on selected streets up to $47,000
Pavement Management Report September 12, 2017 Page 3 of 4
FISCAL IMPACT For the allocation of funds from RMRA, the Streets line item budget Account Numbers 203-4421-0021245 for Contract Services and allocation of 203-8500-4207-101 for Administrative Services are proposed in the amount of $87,000.
CITY COUNCIL GOAL This meets the City’s goal to replace old infrastructure. RECOMMENDATION That the City Council receive the presentation of the Pavement Management Report 2017 and approve a recommended project list and associated budget amendments to meet the funding eligibility guidelines for receipt of Road Maintenance and Rehabilitation Account (RMRA) funds. ATTACHMENTS A. Pavement Management Report 2017
Pavement Management Report September 12, 2017 Page 4 of 4
Pavement Management Report 2017– City of Fillmore
Prepared for: City of Fillmore, Public Works Department
Prepared by: County of Ventura, Public Works Agency - Transportation Department Advance Planning Section
July 2017
Pavement Management Report 2017– City of Fillmore
Table of Contents ❖
Introduction ........................................................................................................... 1
❖
Pavement Management Program ........................................................................ 1
❖
Road Network Condition Inventory.................................................................... 4
❖
Budget Needs and Scenarios ................................................................................ 5
❖
Recommendations ................................................................................................. 6
❖
Appendix:............................................................................................................... 6 PCI Inventory – Road Segments, Parking Lots, and Bike Paths .................... A PCI Geographical Map ........................................................................................ B List of roads recommended for surface treatments based on City’s proposed budget .................................................................................................................... C Pavement Treatment Decision Tree Criteria .................................................... D
Pavement Management Report 2017– City of Fillmore
❖ Introduction The City of Fillmore maintains approximately 38.3 centerline miles of roadway, 4.8 miles of bike and pedestrian pathways, and approximately 380,000 square feet of public parking lots.
Figure 1. City of Fillmore Vicinity Map
The County of Ventura Public Works Agency Transportation Department was contracted by the City of Fillmore Public Works Department to develop and update their Pavement Management Program (PMP). All road segments, bike and pedestrian pathways, and public parking lots provided by the City of Fillmore have been imported into StreetSaver PMP and were visually inspected using Metropolitan Transportation Commission pavement inspection user guidelines and standards. The visual inspections were performed in order to obtain a pavement condition index (PCI) for each segment. The current weighted average network PCI as of July 2017 for road segments is 68, bike and pedestrian pathways is 86, and for public parking lots is 79. As part of this project, the County also developed a treatment decision tree and evaluated the current budget needs and various budget scenarios that are discussed further in this report.
❖ Pavement Management Program The Pavement Management Program (PMP) is based on field evaluations of pavement conditions utilizing the Metropolitan Transportation Commission (MTC) pavement management protocols and software. These provide a set of tools designed to assist decision-makers in finding costeffective strategies for providing, evaluating, and maintaining pavement in serviceable condition. The program consists of two basic components: 1. A comprehensive web-based database, which contains current and historical information on pavement condition, pavement structure, and traffic data, if available; 2. A set of software tools that allow evaluation of alternatives, determination of existing and future pavement conditions, prediction of financial needs, and the identification and prioritization of pavement renovation projects.
Based on the field inspection data, PCI’s are calculated by the MTC computer model. This establishes a baseline for evaluating the pavement condition of one roadway over another.
1
Pavement Management Report 2017– City of Fillmore The goal of the rating process is to produce index values that represent pavement conditions based on conditions observed in the field using a random sampling method. The condition index values are a function of distress type, distress severity, and distress quantity present in the pavement surface area. The index values have been established to range from zero to 100. Higher index values indicate better pavement conditions. For example, a new pavement with no distress is assigned an index value of 100. Table 1 illustrates the numerical ratings and descriptions of pavement condition corresponding to the numerical ratings. Table 1. Definition of Pavement Condition Categories and Rating System
Category Definition Condition Description Very Good
Rating Index 80-100
Good
55 – 79
Stable, minor cracking, generally hairline and hard to detect. Minor patching and possibly some minor deformation evident. Dry or lightcolored appearance. Very good riding qualities. Rutting less than ½”.
Fair
45 – 54
Generally stable, minor areas of structural weakness evident. Cracking is easier to detect, patched but not excessively. Deformation more pronounced and easily noticed. Ride qualities are good to acceptable.
Poor
25 – 44
Areas of instability, marked evidence of structural deficiency, large crack patterns (alligator cracking), heavy and numerous patches, deformation very noticeable. Riding qualities range from acceptable to poor.
Very Poor
10 – 24
Pavement in extremely deteriorated condition. Numerous areas of instability. Majority of section showing structural deficiency. Ride quality is poor.
Failed
0–9
Pavement structure failed. All of section showing severe structural deficiency.
Stable, no cracking, no patching, and no deformation. Excellent riding qualities.
Monitoring a pavement’s life cycle indicates that the cost of pavement rehabilitation for every one mile of road in “very poor” condition is roughly the same as the cost for renovation/rehabilitation of four miles of road in fair or better condition. Simply stated, it is more cost effective to rehabilitate/repair a road before the rating index drops too far below 50. This fact is illustrated in Figure 2 below.
2
Pavement Management Report 2017– City of Fillmore
Figure 2. Typical Pavement Performance Curve
100 Rejuvenation/ Preservation
PCI
70 Light Rehabilitation, Mill and Fill
50
Heavy Rehabilitation with some Reconstruction
25 Reconstruction AGE (Yrs.)
0 ( demonstrates that the most cost-effective method of extending the surface life of most The curve asphalt pavement surfaces is to concentrate spending on surface treatments and repairing/rehabilitating roads before they deteriorate too much. In general, if one can service the road before the PCI drops below 70, it is more cost effective. Conversely, once the index drops near or below 25, it may be more cost effective to allow the road to continue to deteriorate until funding is available for a complete reconstruction of the road. This may seem a harsh statement or decision to make, particularly to the residents that live on such a street. However, when faced with the responsibility of stretching limited maintenance funds for the greatest public good, it is a necessary decision to use those funds where one can service 4-10 miles of roads, versus only one mile of badly deteriorated roadway. In order to preserve the surface of “good” local roads, and help them remain “good” for a longer period, rejuvenation/preventive maintenance is the most cost-effective method to protect your investment. This method is commonly referred to as “pay me now, or pay me later,” with the philosophy that pavement rejuvenations every Figure 3. Typical Pavement Preservation Curve six to seven years for “good” local roads is much cheaper than complete rehabilitation/reconstruction. Essentially, at approximately a six-to-seven year cycle, local roads that are near a PCI of 70 are recommended to be treated with a rejuvenating seal coating to preserve and protect the pavement surface. Many local agencies have successfully treated local residential streets in this manner for several years. This method is illustrated graphically in Figure 3.
3
Pavement Management Report 2017– City of Fillmore
An economic analysis of this strategy versus traditional road overlay strategy demonstrates that the life-cycle cost of this strategy is clearly favorable – where it can be used effectively as shown below: Alternate A - Seal coating treatment at 7-year cycle/1 overlay 3 seal coat treatments at $0.50 /sf 1 overlay at $2.00 /sf 2 seal coat treatments at $0.50 /sf Totals
21 years 7 years 14 years 42 years
= $1.50 /sf = $2.00 /sf = $1.00 /sf = $4.50 /sf
Alternate B - Remove and replace at 21-year cycle (least cost effective) 2 Reconstruction at $10.00 /SF
42 years
= $20.00 /sf Figure 4. PCI Rating Below 25
❖ Road Network Condition Inventory As you can see in Table 2, 78% of the road network consists of residential/local roads and 22% are arterials and collectors. Approximately 54% of the road network system is in good condition and 13% is in poor to very poor condition. An example of pavement in very poor condition is shown in figure 4.
Table 2. Road Network Condition Summary - July 2017 Arterial
Collector
Residential/Local
Total:
Good (PCI 100-70) Fair (PCI 70-50) Poor (PCI 50-25) Very Poor (PCI 25-0)
4.7% 1.7% 0.1% 0%
7.1% 6.1% 2.6% 0%
41.5% 25.6% 8.6% 1.9%
53.3% 33.4% 11.4% 1.9%
Total:
6.5%
15.8%
77.6%
100%
4
Pavement Management Report 2017– City of Fillmore
❖ Budget Needs and Scenarios StreetSaver is also used for budgeting and future planning as it relates to pavement- management practices. Using the previously described principles and considering existing pavement conditions for the City of Fillmore, various budget scenarios were evaluated to show future projections as related to cost and pavement condition. A PCI cap of 80 was incorporated into the analysis as discussed with City staff, based on current and projected maintenance practices. A PCI cap of 80 sets the maximum baseline for preservation methods into the analysis. The following four budget scenarios were evaluated for a 5-year period: o o o o
Budget Needs (Optimum Condition PCI mid 80’s) Proposed Budget by City Maintain PCI at current condition Target PCI of 78
Based on these scenarios, Tables 3 and 4 summarize the cost analysis for a 5-year period. Table 3. 5-Year Analysis (2018-2022) 2018 $4,307,000
2019 $2,485,000
2020 $1,576,000
2021 $1,462,000
Budget Needs Proposed Budget $350,000 $350,000 $350,000 $350,000 by City Maintain PCI at Current $511,000 $729,000 $796,000 $825,000 Condition PCI 78 Target $1,104,000 $1,613,000 $1,704,000 $1,595,000 Driven *Budget required right now/shortfall to meet the desired treatment needs. Table 4. Summary of Cost for 5-Year Analysis (2018-2022)
Budget Needs Proposed Budget by City Maintain PCI at Current Condition PCI 78 Target Driven
Total five year budget: $10,372,000 $1,750,000 $3,732,000 $7,422,000
5
2022 $542,000 $350,000 $871,000 $1,406,000
Pavement Management Report 2017– City of Fillmore For the current budget needs (optimum condition), the City would require a 5-year budget of approximately $10.4M. This would require $4.3M now (current shortfall) in order to improve the road network PCI to good condition. With the proposed budget by City the average road network PCI is expected to decrease to 64 within the next 5 years. To maintain PCI at current condition would require a 5-year budget of approximately $3.7M. The projected budget to improve the road network average PCI to 78 within the next 5 years is $7.4M and would require $1.1M now and subsequently $1.4 to $1.7M the following four year. The results of the above scenarios as related to the network PCI are shown in Figure 5. Figure 5. PCI Projection Comparison Summary 100
90 83
84
80
PCI
80
70
84
71
73 69
69 68
67
77
75
69
69 66
65
60
84 78 69 64
Proposed Budget of $350K/Yr. Maintain PCI at current condition Improve PCI to 78 w/in 5 Yr's Budget Needs (Optimum Condition)
YEAR
50 2018
2019
2020
2021
2022
❖ Recommendations It is highly recommended that City staff maintain and update the StreetSaver database with any maintenance or rehabilitation (M&R) projects that transpire from this point forward. This would help with future budget projections, determining remaining life cycle of roads, adjustment to pavement curves, and updates to PCI values for roads that are resurfaced. The annual subscription fee needs to be paid to MTC in order to have access to the PMP in StreetSaver. Future pavement inspections for arterial and collector roads is recommended to be re-inspected, at minimum, every 3 years since these roads typically receive higher volumes of traffic. For local residential roads is recommended to be re-inspected, at minimum, every 4 years.
❖ Appendix: A. PCI Inventory – Road Segments, Parking Lots, and Bike Paths B. PCI Geographical Map C. List of roads recommended for surface treatments between 2018-2022 based on the City’s proposed budget D. Pavement Treatment Decision Tree Criteria
6
Pavement Management Report 2017– City of Fillmore
APPENDIX A PCI Inventory – Road Segments, Parking Lots, and Bike Paths
A
MTC - StreetSaver July 26, 2017
PCI Inventory Report (Road Segments, Parking Lots, and Bike Paths)
Network Weighted Average PCI: Street ID
Section ID
Road Names
Begin Location
End Location
Lanes
Section Length (ft)
Section Width (ft)
69 Current PCI
ROAD SEGMENTS AST10
010
A ST
GOODENOUGH RD (LEVEE DR)
FIFTH ST
2
692
24
74
AST100
100
A ST
SESPE AV
RR X-ING
2
283
40
73
AST110
110
A ST
RR-XING
TELEGRAPH RD
2
116
40
79
AST120
120
A ST
TELEGRAPH RD
SANTA CLARA ST
2
495
40
88
AST130
130
A ST
SANTA CLARA ST
VENTURA ST
2
482
40
82
AST20
020
A ST
FIFTH ST
EDISON LN
2
352
40
70
AST30
030
A ST
EDISON LN
FOURTH ST
2
340
40
74
AST40
040
A ST
FOURTH ST
BLAINE ST
2
345
40
72
AST50
050
A ST
BLAINE ST
THIRD ST
2
346
40
74
AST70
070
A ST
THIRD ST
SECOND ST
2
709
40
90
AST80
080
A ST
SECOND ST
FIRST ST
2
730
40
88
AST90
090
A ST
FIRST ST
SESPE AV
2
679
40
73
AKERS10
010
AKERS ST
FORTH ST
THIRD ST
2
652
40
68
ALLEY10
010
ALLEY 010 (CENTER ST)
D ST
LOS SERENOS DR
2
292
18
69
ALLEY20
020
ALLEY 020
EL PASEO ST
VENTURA ST
2
210
14
6
ALLEY30
030
ALLEY 030
ALLEY 020
C ST
2
522
21
60
ALLEY40
040
ALLEY 040
THIRD ST
LEMON WY
2
765
18
66
ALLEY50
050
ALLEY 050
THIRD ST
FOURTH ST
2
653
15
87
ALLEY60
060
ALLEY 060
ALLEY 050
B ST
2
715
13
60
ALLEY70
070
ALLEY 070
ALLEY 050
B ST
2
716
15
49
ALLEY80
080
ALLEY 080
FOURTH ST
THIRD ST
2
625
19
87
ALLEY90
090
ALLEY 090
FOURTH ST
EDISON LN
2
314
17
67
ALLEY100
100
ALLEY 100
A ST
ALLEY 120
2
485
14
38
ALLEY110
110
ALLEY 110
SANTA CLARA ST
ALLEY 100
2
301
13
41
ALLEY120
120
ALLEY 120
VENTURA ST
ALLEY 130
2
608
13
32
ALLEY130
130
ALLEY 130
A ST
END
2
533
13
73
ALLEY140
140
ALLEY 140
VENTURA ST
SANTA CLARA ST
2
463
14
50
ALLEY150
150
ALLEY 150
MAIN ST
SESPE AV
2
509
32
68
ALLEY160
160
ALLEY 160
SESPE AV
KENSINGTON DR
2
323
16
6
ALLEY170
170
ALLEY 170
ORCHARD ST
ALLEY 160
2
566
16
13
ALLEY180
180
ALLEY 180
MAIN ST
SESPE AV
2
503
21
92
ALLEY190
190
ALLEY 190
SESPE AV
FIRST ST
2
646
18
79
ALLEY200
200
ALLEY 200
SESPE AV
FIRST ST
2
647
20
92
ALLEY210
210
ALLEY 210
SESPE AV
FIRST ST
2
647
21
85
ALLEY220
220
ALLEY 220
SESPE AV
FIRST ST
2
645
19
71
ALLEY230
230
ALLEY 230
MOUNTAIN VIEW ST
COOK DR
2
877
17
78
ALLEY240
240
ALLEY 240
SESPE AV
END
2
380
18
6
ALLEY250
250
ALLEY 250
MARKET ST
END
2
768
20
83
ALLEY260
260
ALLEY 260
SANTA CLARA ST
ALLEY 130
2
300
10
11
ALLEY270
270
ALLEY 270
SANTA CLARA ST
VENTURA ST
2
408
19
12
ALLEY280
280
ALLEY 280
SECOND ST
THIRD ST
2
646
17
58
ALLEY290
290
ALLEY 290
SECOND ST
THIRD ST
2
656
20
74
ALLEY300
300
ALLEY 300
SECOND ST
THIRD ST
2
648
17
86
ALLEY310
310
ALLEY 310
SECOND ST
THIRD ST
2
651
17
83
ALLEY320
320
ALLEY 320
CENTRAL AV
SARATOGA ST
2
679
15
79
ALLEY330
330
ALLEY 330
SARATOGA ST
MOUNTAIN VIEW ST
2
675
16
79
ALLEY340
340
ALLEY 340
MOUNTAIN VIEW ST
ISLAND VIEW ST
2
592
16
46
ALLEY350
350
ALLEY 350
CENTRAL AV
SARATOGA ST
2
676
18
79
Appendix A: 1 of 12
MTC - StreetSaver July 26, 2017
PCI Inventory Report (Road Segments, Parking Lots, and Bike Paths)
Network Weighted Average PCI:
69
End Location
Lanes
Section Length (ft)
Section Width (ft)
MOUNTAIN VIEW ST
2
672
15
38
ISLAND VIEW ST
2
586
14
49
END
2
270
14
11
HARTHORN LN
GOODENOUGH RD
2
300
14
85
GOODENOUGH RD
ARRASMITH LN #999
2
336
34
85
ARRASMITH LN #999
END
2
191
34
86
ARRASMITH LN
ARRASMITH LN #999
CUL-DE-SAC
2
120
34
89
010
ASH CI
GOODENOUGH RD
SHADY LN
2
90
34
92
020
ASH CI
SHADY LN
END
2
150
34
83
BST10
010
B ST
END
GOODENOUGH RD
2
648
40
82
BST100
100
B ST
SESPE AV
WILEMAN ST
2
265
40
90
BST110
110
B ST
WILEMAN ST
OLIVER ST
2
270
40
90
BST120
120
B ST
OLIVER ST
SANTA CLARA ST
2
399
40
90
BST130
130
B ST
SANTA CLARA ST
VENTURA ST
2
398
38
87
BST140
140
B ST
VENTURA ST
RIVER ST
2
634
38
57
BST150
150
B ST
RIVER ST
SANTA FE ST
2
219
38
78
BST160
160
B ST
SANTA FE ST
UNION PACIFIC ST
2
234
38
77
BST170
170
B ST
UNION PACIFIC ST
BURLINGTON ST
2
249
38
72
BST20
020
B ST
GOODENOUGH RD
FIFTH ST
2
674
40
84
BST30
030
B ST
FIFTH ST
FOURTH ST
2
673
36
87
BST40
040
B ST
FOURTH ST
BLAINE ST
2
310
36
68
BST50
050
B ST
BLAINE ST
THIRD ST
2
326
36
68
BST60
060
B ST
THIRD ST
SECOND ST
2
673
30
91
BST70
070
B ST
SECOND ST
RR X-ING
2
395
30
91
BST75
075
B ST
RR-XING
TELEGRAPH RD
2
72
30
93
BST80
080
B ST
TELEGRAPH RD
FIRST ST
2
133
40
67
BST90
090
B ST
FIRST ST
SESPE AV
2
660
40
91
BALDEN10
010
BALDEN LN
DEL VALLE DR
CUL-DE-SAC
2
384
40
54
BARDST10
010
BARD ST
FILLMORE ST
STEPHENS ST
2
167
30
53
BARDST20
020
BARD ST
STEPHENS ST
SARATOGA ST
2
325
30
51
BARDST30
030
BARD ST
SARATOGA ST
CLAY ST
2
489
30
55
BLAINA10
010
BLAINE AV
ALLEY 50
B ST
2
715
38
81
BLAINA30
030
BLAINE AV
B ST
A ST
2
1401
34
74
BLAINA40
040
BLAINE AV
CENTRAL AV
SARATOGA ST
2
706
34
74
BLAINA50
050
BLAINE AV
SARATOGA ST
MOUNTAIN VIEW ST
2
704
34
74
BLAINA60
060
BLAINE AV
MOUNTAIN VIEW ST
ISLAND VIEW ST
2
594
34
71
BLUEJY10
010
BLUE JAY ST
CUL-DE-SAC
CONDOR CT
2
176
40
53
BLUEJY20
020
BLUE JAY ST
CONDOR CT
DOVE CT
2
265
40
53
BLUEJY30
030
BLUE JAY ST
DOVE CT
D ST
2
250
40
53
BOULDR10
010
BOULDER ST
THIRD ST
CUL-DE-SAC
2
418
40
77
BRDLWD10
010
BRIDLEWOOD LN
EDGEWOOD WY
RIVER ST
2
253
36
91
BRDLWD20
020
BRIDLEWOOD LN
RIVER ST
SANDLEWOOD LN
2
515
40
72
BRDLWD40
040
BRIDLEWOOD LN
SANDLEWOOD LN
ELKWOOD CT
2
160
34
97
BRDLWD50
050
BRIDLEWOOD LN
ELKWOOD CT
MOUNTAIN VIEW ST
2
477
34
89
BURLTN10
010
BURLINGTON ST
READING ST
RIO GRANDE ST
2
244
34
78
BURLTN20
020
BURLINGTON ST
RIO GRANDE ST
ORIENT ST
2
260
34
78
BURLTN30
030
BURLINGTON ST
ORIENT ST
SOUTHERN PACIFIC ST
2
218
34
78
BURLTN40
040
BURLINGTON ST
SOUTHERN PACIFIC ST
B ST
2
223
34
74
BURLTN50
050
BURLINGTON ST
B ST
SURREY WY
2
781
34
79
BURLTN60
060
BURLINGTON ST
SURREY WY
UNION PACIFIC ST
2
654
34
73
Street ID
Section ID
Road Names
ALLEY360
360
ALLEY 360
ALLEY370
370
ALLEY 370
MOUNTAIN VIEW ST
ALLEY380
380
ALLEY 380
KENSINGTON DR
ARASMTH10
010
ARRASMITH LN
ARASMTH20
020
ARRASMITH LN
ARASMTH30
030
ARRASMITH LN
ARASMTH40
040
ASH10 ASH20
Begin Location SARATOGA ST ROAD SEGMENTS
Appendix A: 2 of 12
Current PCI
MTC - StreetSaver July 26, 2017
PCI Inventory Report (Road Segments, Parking Lots, and Bike Paths)
Network Weighted Average PCI: Street ID
Section ID
Road Names
Begin Location UNION ROAD PACIFIC ST SEGMENTS
End Location
Lanes
Section Length (ft)
Section Width (ft)
69 Current PCI
BURLTN70
070
BURLINGTON ST
SANTA FE ST
2
254
34
66
BURSON10
010
BURSON LN
SESPE AV
WILEMAN ST
2
187
40
62
BURSON20
020
BURSON LN
OLIVER ST
ORTEGA ST
2
171
40
77
CST10
010
C ST
TELEGRAPH RD
FALCON WY
2
586
40
85
CST110
110
C ST
EL PASEO ST
VENTURA ST
2
284
40
80
CST120
120
C ST
VENTURA ST
RIVER ST
2
634
40
62
CST130
130
C ST
RIVER ST
WWTP GATE
2
534
28
76
CST30
030
C ST
FALCON WY
MEADOWLARK DR
2
263
40
43
CST40
040
C ST
MEADOWLARK DR
FIRST ST
2
547
40
52
CST50
050
C ST
FIRST ST
KING ST
2
223
40
54
CST60
060
C ST
KING ST
SESPE AV
2
441
40
66
CST70
070
C ST
SESPE AV
OLIVER ST
2
440
40
65
CST80
080
C ST
OLIVER ST
ORTEGA ST
2
261
40
65
CST90
090
C ST
ORTEGA ST
EL PASEO ST
2
360
40
67
CANDEL10
010
CANDELARIA LN
END
CARRILLO CT
2
193
34
84
CANDEL20
020
CANDELARIA LN
CARRILLO CT
CATALANO CT
2
243
34
92
CANDEL30
030
CANDELARIA LN
CATALANO CT
GOODENOUGH RD
2
150
34
87
CANYNV10
010
CANYON VIEW
FOURTH ST
CUL-DE-SAC
2
131
40
80
CARRIG10
010
CARRIAGE PL
SURREY WY
SURREY WY
2
168
40
77
CARRIG20
020
CARRIAGE PL
SURREY WY
RIVER ST
2
124
40
71
CARILO10
010
CARRILLO CT
CANDELARIA LN
CUL-DE-SAC
2
99
34
81
CASNER10
010
CASNER WY
MOUNTAIN VIEW ST
MARKET ST
2
271
38
69
CASNER20
020
CASNER WY
MARKET ST
COOK DR
2
643
38
61
CATLANO10
010
CATALANO CT
CANDELARIA LN
CUL-DE-SAC
2
161
34
87
CENTRL10
010
CENTRAL AV
FOOTHILL DR
STONEHEDGE DR
2
674
45
63
CENTRL100
100
CENTRAL AV
MAIN ST
RR X-ING
2
154
54
76
CENTRL110
110
CENTRAL AV
RR-XING
SANTA CLARA ST
2
170
52
60
CENTRL120
120
CENTRAL AV
SANTA CLARA ST
VENTURA ST
2
478
54
57
CENTRL130
130
CENTRAL AV
VENTURA ST
RIVER ST
2
636
48
81
CENTRL20
020
CENTRAL AV
STONEHEDGE DR
FOURTH ST
2
246
45
65
CENTRL30
030
CENTRAL AV
FOURTH ST
BLAINE ST
2
326
45
70
CENTRL40
040
CENTRAL AV
BLAINE ST
THIRD ST
2
367
45
62
CENTRL50
050
CENTRAL AV
THIRD ST
SECOND ST
2
692
45
87
CENTRL60
060
CENTRAL AV
SECOND ST
FIRST ST
2
693
48
95
CENTRL70
070
CENTRAL AV
FIRST ST
KENSINGTON DR
2
330
54
95
CENTRL80
080
CENTRAL AV
KENSINGTON DR
SESPE AV
2
370
54
82
CENTRL90
090
CENTRAL AV
SESPE ST
MAIN ST
2
566
54
75
CHAPRL10
010
CHAPARRAL ST
THIRD ST
MANZANITA DR
2
411
38
70
CHAPRL20
020
CHAPARRAL ST
MANZANITA DR
SECOND ST
2
241
38
69
CLAYST10
010
CLAY ST
THIRD ST
SECOND ST
2
656
38
86
CLAYST20
020
CLAY ST
SECOND ST
BARD ST
2
365
38
71
CLAYST30
030
CLAY ST
FIRST ST
SESPE AV
2
657
36
51
CLAYST40
040
CLAY ST
SESPE AV
MAIN ST
2
525
34
53
CLAYST50
050
CLAY ST
SANTA CLARA ST
VENTURA ST
2
450
44
71
CONDOR10
010
CONDOR CT
BLUE JAY ST
CUL-DE-SAC
2
238
40
57
COOKDR10
010
COOK DR
MARKET ST
CASNER WY
2
883
40
60
COOKDR20
020
COOK DR
CASNER WY
SESPE AV
2
285
40
62
COTTNW10
010
COTTONWOOD LN
LEVEE DR
WATERFORD LN
2
134
40
34
COTTNW20
020
COTTONWOOD LN
WATERFORD LN
PARKHAVEN CT
2
401
40
53
COTTNW30
030
COTTONWOOD LN
PARKHAVEN CT
WATERFORD LN
2
626
40
38
Appendix A: 3 of 12
MTC - StreetSaver July 26, 2017
PCI Inventory Report (Road Segments, Parking Lots, and Bike Paths)
Network Weighted Average PCI:
69
End Location
Lanes
Section Length (ft)
Section Width (ft)
END
2
366
20
47
BLUE JAY ST
2
598
40
46
CENTER ST
2
144
40
51
CENTER ST
WATERFORD LN
2
339
40
21
WATERFORD LN
VENTURA ST
2
292
40
32
VENTURA ST
RIVER ST
2
616
20
58
RIVER ST
134' S/O RIVER ST
2
115
20
70
DEERFIELD DR
RIVER ST
ELMHURST LN
2
158
54
73
DEL VALLE DR
SANTA CLARA ST
BALDEN LN
2
366
40
68
020
DEL VALLE DR
BALDEN LN
TELEGRAPH RD
2
677
40
53
DOVECT10
010
DOVE CT
BLUE JAY ST
CUL-DE-SAC
2
115
40
50
Street ID
Section ID
Road Names
COUNTR10
010
COUNTRY CT
DST10
010
D ST
SESPE ST
DST20
020
D ST
BLUE JAY ST
DST30
030
D ST
DST40
040
D ST
DST50
050
D ST
DST60
060
D ST
DEERFL10
010
DELVAL10
010
DELVAL20
Begin Location A ST SEGMENTS ROAD
Current PCI
EST10
010
E ST
VENTURA ST
RIVER ST
2
633
40
84
EAGLE10
010
EAGLE CT
FALCON WY
CUL-DE-SAC
2
188
40
64
EAGLE20
020
EAGLE CT
FALCON WY
FALCON WY
2
212
40
62
EDISNL10
010
EDISON LN
EDISON WY
A ST
2
1255
28
81
EDISNW10
010
EDISON WY
FIFTH ST
EDISON LN
2
327
16
72
EDISNW20
020
EDISON WY
EDISON LN
FOURTH ST
2
325
16
75
ELPASE10
010
EL PASEO ST
LOS SERENOS DR
MCNAB CT
2
269
38
78
ELPASE20
020
EL PASEO ST
MCNAB CT
RHODES CT
2
282
38
79
ELPASE30
030
EL PASEO ST
RHODES CT
SIERRA VISTA AV
2
286
38
78
ELPASE40
040
EL PASEO ST
SIERRA VISTA AV
C ST
2
272
38
86
ELPASE50
050
EL PASEO ST
C ST
VILLAGE SQ
2
202
40
85
ELKINS10
010
ELKINS LN
SECOND ST
CUL-DE-SAC
2
375
38
69
ELKWD10
010
ELKWOOD LN
BRIDLEWOOD LN
CUL-DE-SAC
2
497
34
89
ELMHRS10
010
ELMHURST LN
CUL-DE-SAC
DEERFIELD ST
2
252
38
62
ELMHRS20
020
ELMHURST LN
DEERFIELD ST
CUL-DE-SAC
2
197
38
70
ERSKIN10
010
ERSKINE LN
PRICE ST
CUL-DE-SAC
2
313
40
61
FALCON10
010
FALCON CT
C ST
EAGLE CT
2
130
40
60
FALCON20
020
FALCON CT
EAGLE CT
EAGLE CT
2
296
40
60
FERNGL10
010
FERNGLEN CI
THIRD ST
THIRD ST
2
685
36
54
FIFTH10
010
FIFTH ST
HINCKLEY LN
GOODENOUGH RD
2
148
32
87
FIFTH20
020
FIFTH ST
GOODENOUGH RD
TAYLOR LN
2
348
36
85
FIFTH30
030
FIFTH ST
TAYLOR LN
B ST
2
183
36
85
FIFTH40
040
FIFTH ST
B ST
EDISON WY
2
144
36
53
FIFTH50
050
FIFTH ST
EDISON WY
A ST
2
1257
36
56
FILLMR10
010
FILLMORE ST
THIRD ST
SECOND ST
2
654
36
67
FILLMR20
020
FILLMORE ST
SECOND ST
BARD ST
2
368
26
52
FILLMR30
030
FILLMORE ST
FIRST ST
SESPE AV
2
657
36
60
FILLMR40
040
FILLMORE ST
SESPE AV
MAIN ST
2
521
36
53
FILLMR50
050
FILLMORE ST
SANTA CLARA ST
VENTURA ST
2
460
36
33
FINCH10
010
FINCH CT
MEADOWLARK DR
CUL-DE-SAC
2
203
40
53
FINEST10
010
FINE ST
FOURTH ST
CUL-DE-SAC
2
533
40
69
FINEST20
020
FINE ST
FOURTH ST
LOCKHART LN
2
142
40
71
FINEST30
030
FINE ST
LOCKHART LN
THIRD ST
2
529
40
71
FIRST10
010
FIRST ST
MOCKINGBIRD LANE
C ST
2
444
40
53
FIRST100
100
FIRST ST
A ST
ORCHARD ST
2
657
36
39
FIRST110
110
FIRST ST
ORCHARD ST
CENTRAL AV
2
748
36
48
FIRST120
120
FIRST ST
CENTRAL AV
FILLMORE ST
2
345
36
58
FIRST130
130
FIRST ST
FILLMORE ST
SARATOGA ST
2
354
36
51
FIRST140
140
FIRST ST
SARATOGA ST
CLAY ST
2
365
36
51
Appendix A: 4 of 12
MTC - StreetSaver July 26, 2017
PCI Inventory Report (Road Segments, Parking Lots, and Bike Paths)
Network Weighted Average PCI:
69
End Location
Lanes
Section Length (ft)
Section Width (ft)
MOUNTAIN VIEW ST
2
340
36
53
KING ST
2
581
40
75
KING ST
PRICE ST
2
236
40
76
FIRST ST
PRICE ST
MEADOWLARK DR
2
291
40
76
FIRST ST
MEADOWLARK DR
B ST
2
314
40
72
070
FIRST ST
B ST
TELEGRAPH RD
2
191
40
68
FIRST90
090
FIRST ST
END
A ST
2
346
46
59
FOOTHL10
010
FOOTHILL DR
CENTRAL AV
FOOTHILL DR
2
233
46
76
FOOTHL20
020
FOOTHILL DR
FOOTHILL DR
MORRIS DR
2
364
30
90
FOOTHL30
030
FOOTHILL DR
MORRIS DR
TEITSORT DR
2
142
30
88
FOOTHL40
040
FOOTHILL DR
TEITSORT DR
FREMLIN DR
2
512
30
74
Street ID
Section ID
Road Names
FIRST150
150
FIRST ST
FIRST20
020
FIRST ST
C ST
FIRST40
040
FIRST ST
FIRST50
050
FIRST60
060
FIRST70
Begin Location CLAY ST SEGMENTS ROAD
Current PCI
FOOTHL50
050
FOOTHILL DR
FREMLIN DR
FOOTHILL DR
2
1597
30
71
FOURTH100
100
FOURTH ST
VALLEY VISTA
MESA DR
2
299
40
74
FOURTH110
110
FOURTH ST
MESA DR
SARATOGA ST
2
149
40
71
FOURTH120
120
FOURTH ST
SARATOGA ST
CANYON VIEW ST
2
123
40
76
FOURTH130
130
FOURTH ST
CANYON VIEW ST
MOUNTAIN VIEW ST
2
585
40
74
FOURTH140
140
FOURTH ST
MOUNTAIN VIEW ST
ISLAND VIEW ST
2
643
36
78
FOURTH150
150
FOURTH ST
ISLAND VIEW ST
MAIL BOX #149
2
450
24
86
FOURTH160
160
FOURTH ST
MAIL BOX #149
END
2
987
16
77
FOURTH20
020
FOURTH ST
GOODENOUGH RD
B ST
2
718
36
78
FOURTH30
030
FOURTH ST
B ST
EDISON WY
2
162
38
79
FOURTH40
040
FOURTH ST
EDISON WY
A ST
2
1257
38
76
FOURTH50
050
FOURTH ST
A ST
AKERS ST
2
241
38
37
FOURTH60
060
FOURTH ST
AKERS ST
FINE ST
2
190
38
34
FOURTH70
070
FOURTH ST
GALVIN LN
TIGHE LN
2
250
40
80
FOURTH80
080
FOURTH ST
TIGHE LN
CENTRAL AV
2
229
40
80
FOURTH90
090
FOURTH ST
CENTRAL AV
VALLEY VISTA
2
259
40
73
FREMLN10
010
FREMLIN DR
FOOTHILL DR
POLE #7999151
2
143
18
27
GALVIN10
010
GALVIN LN
FOURTH ST
CUL-DE-SAC
2
240
40
91
GLENWY10
010
GLEN WY
SANTA CLARA ST
ORTEGA ST
2
269
40
53
GLENWY20
020
GLEN WY
ORTEGA ST
OLIVER ST
2
248
40
58
GLENWY30
030
GLEN WY
OLIVER ST
WILEMAN ST
2
179
40
64
GLENWY40
040
GLEN WY
WILEMAN ST
SESPE AV
2
232
40
61
GDENUF10
010
GOODENOUGH RD
CITY LIMIT
ASH CI
2
1150
24
50
GDENUF100
100
GOODENOUGH RD
THIRD ST
RR-XING
2
247
44
82
GDENUF110
110
GOODENOUGH RD
RR-XING
TELEGRAPH RD
2
58
44
85
GDENUF20
020
GOODENOUGH RD
ASH CI
A ST
2
1043
34
72
GDENUF30
030
GOODENOUGH RD
A ST
B ST
2
1440
34
74
GDENUF40
040
GOODENOUGH RD
B ST
CANDELARIA LN
2
215
26
73
GDENUF50
050
GOODENOUGH RD
CANDELARIA LN
HINCKLEY LN
2
193
26
74
GDENUF60
060
GOODENOUGH RD
HINCKLEY LN
FIFTH ST
2
521
26
76
GDENUF70
070
GOODENOUGH RD
FIFTH ST
FOURTH ST
2
859
26
83
GDENUF80
080
GOODENOUGH RD
FOURTH ST
ARRASMITH LN
2
178
26
83
GDENUF90
090
GOODENOUGH RD
ARRASMITH LN
THIRD ST
2
276
26
79
HARTHN10
010
HARTHORN LN
GOODENOUGH RD
ARRASMITH LN
2
559
34
87
HINCKLY10
010
HINCKLEY LN
GOODENOUGH RD
HINCKLEY LN #808
2
301
34
85
HINCKLY20
020
HINCKLEY LN
HINCKLEY LN #805
END
2
93
34
87
HINCKLY30
030
HINCKLEY LN
HINCKLEY LN#808
FIFTH ST
2
634
34
86
HINCKLY40
040
HINCKLEY LN
FIFTH ST
GOODENOUGH RD
2
621
34
87
HOWARD10
010
HOWARD ST
KING ST
CUL-DE-SAC
2
430
40
89
Appendix A: 5 of 12
MTC - StreetSaver July 26, 2017
PCI Inventory Report (Road Segments, Parking Lots, and Bike Paths)
Network Weighted Average PCI: Street ID
Section ID
HUMEDR10
010
HUME DR
ISLDVW10
010
ISLAND VIEW ST
FOURTH ST
ISLDVW20
020
ISLAND VIEW ST
BLAINE ST
Road Names
Begin Location TELEGRAPH RD ROAD SEGMENTS
69
End Location
Lanes
Section Length (ft)
Section Width (ft)
TELEGRAPH RD
2
616
40
44
BLAINE ST
2
308
38
90
THIRD ST
2
372
38
86
Current PCI
ISLDVW30
030
ISLAND VIEW ST
THIRD ST
SECOND ST
2
673
38
72
KENSTN10
010
KENSINGTON DR
ORCHARD ST
CENTRAL AV
2
729
36
29
KINGST10
010
KING ST
CUL-DE-SAC
C ST
2
180
40
53
KINGST20
020
KING ST
C ST
HOWARD ST
2
280
40
74
KINGST30
030
KING ST
HOWARD ST
FIRST ST
2
511
40
80
LEMON10
010
LEMON WY
SECOND ST
THIRD ST
2
648
40
75
LEVEE10
010
LEVEE DR
VENTURA ST
COTTONWOOD LN
2
142
24
21
LEVEE20
020
LEVEE DR
COTTONWOOD LN
END
2
45
24
45
LEWIS10
010
LEWIS LN
PRICE ST
CUL-DE-SAC
2
313
38
59
LOCKHT10
010
LOCKHART LN
FINE ST
CUL-DE-SAC
2
100
38
72
LORALN10
010
LORA LN
MARKET ST
CUL-DE-SAC
2
611
40
76
LOSSER10
010
LOS SERENOS DR
VENTURA ST
EL PASEO ST
2
287
36
39
LOSSER20
020
LOS SERENOS DR
EL PASEO ST
CENTER ST
2
342
36
26
LOSSER30
030
LOS SERENOS DR
CENTER ST
450' N/O CENTER ST
2
451
36
35
LOSSER40
040
LOS SERENOS DR
450' N/O CENTER ST
SIERRA VISTA AV
2
838
36
33
MAINST10
010
MAIN ST
END
CENTRAL AV
2
314
32
65
MAINST20
020
MAIN ST
CENTRAL AV
FILLMORE ST
2
343
38
68
MAINST30
030
MAIN ST
FILLMORE ST
SARATOGA ST
2
360
38
60
MAINST40
040
MAIN ST
SARATOGA ST
CLAY ST
2
360
38
72
MAINST50
050
MAIN ST
CLAY ST
MOUNTAIN VIEW ST
2
340
38
76
MAINST60
060
MAIN ST
MOUNTAIN VIEW ST
MARKET ST
2
340
38
92
MAINST70
070
MAIN ST
MARKET ST
350' E/O MARKET ST
2
350
38
92
MAINST80
080
MAIN ST
350' E/O MARKET ST
END
2
514
38
75
MALLRD10
010
MALLARD ST
QUAIL CT
CUL-DE-SAC
2
134
40
44
MALLRD20
020
MALLARD ST
SESPE AV
QUAIL CT
2
280
40
40
MANZNT10
010
MANZANITA DR
CHAPARRAL ST
THIRD ST
2
621
40
69
MAPLE10
010
MAPLE CT
SHADY LN
END
2
233
30
78
MARKET10
010
MARKET ST
COOK DR
CASNER WY
2
249
40
64
MARKET20
020
MARKET ST
CASNER WY
SESPE AV
2
276
40
63
MARKET30
030
MARKET ST
SESPE AV
LORA LN
2
270
40
63
MARKET40
040
MARKET ST
LORA LN
MAIN ST
2
113
40
70
MCNAB10
010
MC NAB CT
EL PASEO ST
CUL-DE-SAC
2
516
40
47
MCAMBL10
010
MCCAMPBELL ST
SESPE AVE
WILEMAN ST
2
265
38
78
MCAMBL20
020
MCCAMPBELL ST
WILEMAN ST
OLIVER ST
2
403
38
76
MCAMBL30
030
MCCAMPBELL ST
OLIVER ST
SANTA CLARA ST
2
251
40
80
MEADWL10
010
MEADOWLARK DR
MOCKINGBIRD LANE
FINCH CT
2
319
40
49
MEADWL100
100
MEADOWLARK DR
MEADOWLARK DR
CUL-DE-SAC #4
2
15
40
44
MEADWL110
110
MEADOWLARK DR
CUL-DE-SAC #4
CUL-DE-SAC #5
2
193
40
53
MEADWL120
120
MEADOWLARK DR
MEADOWLARK DR
CUL-DE-SAC #5
2
61
40
53
MEADWL130
130
MEADOWLARK DR
CUL-DE-SAC #5
CUL-DE-SAC #6
2
80
40
53
MEADWL140
140
MEADOWLARK DR
MEADOWLARK DR
CUL-DE-SAC #6
2
122
40
62
MEADWL150
150
MEADOWLARK DR
CUL-DE-SAC #6
CUL-DE-SAC #7
2
132
40
53
MEADWL160
160
MEADOWLARK DR
MEADOWLARK DR
CUL-DE-SAC #7
2
64
40
53
MEADWL170
170
MEADOWLARK DR
CUL-DE-SAC #7
CUL-DE-SAC #8
2
109
40
53
MEADWL180
180
MEADOWLARK DR
MEADOWLARK DR
CUL-DE-SAC #8
2
91
40
64
MEADWL190
190
MEADOWLARK DR
CUL-DE-SAC #8
CUL-DE-SAC #9
2
117
40
53
MEADWL20
020
MEADOWLARK DR
FINCH CT
C ST
2
156
40
49
Appendix A: 6 of 12
MTC - StreetSaver July 26, 2017
PCI Inventory Report (Road Segments, Parking Lots, and Bike Paths)
Network Weighted Average PCI: Street ID
Section ID
Road Names
MEADWL200
200
MEADOWLARK DR
MEADWL210
210
MEADOWLARK DR
CUL-DE-SAC #9
MEADWL220
220
MEADOWLARK DR
CUL-DE-SAC #10
MEADWL30
030
MEADOWLARK DR
MEADWL40
040
MEADOWLARK DR
MEADWL50
050
MEADOWLARK DR
MEADWL60
060
MEADOWLARK DR
MEADWL70
070
MEADWL80
080
MEADWL90
Begin Location
69
Section Length (ft)
Section Width (ft)
Current PCI
End Location
Lanes
CUL-DE-SAC #9
2
51
40
53
CUL-DE-SAC #10
2
152
40
53
FIRST ST
2
123
40
80
C ST
CUL-DE-SAC #1
2
110
40
53
MEADOWLARK DR
CUL-DE-SAC #1
2
76
40
53
CUL-DE-SAC #1
CUL-DE-SAC #2
2
223
40
53
MEADOWLARK DR
CUL-DE-SAC #2
2
75
40
53
MEADOWLARK DR
CUL-DE-SAC #2
CUL-DE-SAC #3
2
229
40
53
MEADOWLARK DR
MEADOWLARK DR
CUL-DE-SAC #3
2
75
40
53
090
MEADOWLARK DR
CUL-DE-SAC #3
CUL-DE-SAC #4
2
107
40
53
MESADR10
010
MESA DR
FOURTH ST
CUL-DE-SAC
2
223
40
82
MOCKBR10
010
MOCKINGBIRD LN
MEADOW LARK DR
CUL-DE-SAC TO NORTH
2
212
40
53
MOCKBR20
020
MOCKINGBIRD LN
ORIOLE CI
MEADOW LARK DR
2
328
40
54
MOCKBR30
030
MOCKINGBIRD LN
FIRST ST
ORIOLE CI
2
234
40
53
MOCKBR40
040
MOCKINGBIRD LN
FIRST ST
SIERRA VISTA AV
2
696
40
54
MOCKBR50
050
MOCKINGBIRD LN
SIERRA VISTA AV
CUL-DE-SAC TO SOUTH
2
112
40
53
MTVIEW10
010
MOUNTAIN VIEW ST
ARUNDELL CI
FOURTH ST
2
199
28
79
MTVIEW100
100
MOUNTAIN VIEW ST
RR-XING
SANTA CLARA ST
2
149
36
51
MTVIEW110
110
MOUNTAIN VIEW ST
SANTA CLARA ST
VENTURA ST
2
389
40
61
MTVIEW120
120
MOUNTAIN VIEW ST
VENTURA ST
BRIDGE
2
76
56
92
MTVIEW130
130
MOUNTAIN VIEW ST
BRIDGE
CHERRYWOOD ST
2
262
40
91
MTVIEW140
140
MOUNTAIN VIEW ST
CHERRYWOODST
RIVER ST
2
262
40
88
MTVIEW150
150
MOUNTAIN VIEW ST
RIVER ST
EDGEWOOD WY
2
274
40
91
MTVIEW20
020
MOUNTAIN VIEW ST
FOURTH ST
BLAINE ST
2
326
36
60
MTVIEW30
030
MOUNTAIN VIEW ST
BLAINE ST
THIRD ST
2
366
36
60
MTVIEW40
040
MOUNTAIN VIEW ST
THIRD ST
SECOND ST
2
693
38
53
MTVIEW50
050
MOUNTAIN VIEW ST
SECOND ST
FIRST ST
2
693
38
88
MTVIEW60
060
MOUNTAIN VIEW ST
FIRST ST
CASNER WY
2
399
38
82
MTVIEW70
070
MOUNTAIN VIEW ST
CASNER WY
SESPE AV
2
301
40
50
MTVIEW80
080
MOUNTAIN VIEW ST
SESPE AV
MAIN ST
2
565
40
60
MTVIEW90
090
MOUNTAIN VIEW ST
MAIN
RR-XING
2
138
38
62
MUTAU10
010
MUTAU CIR
SANTA CLARA ST
CUL-DE-SAC
2
120
40
90
OAKDAL10
010
OAKDALE LN
RIVER ST
CUL-DE-SAC
2
331
40
67
OTELE10
010
OLD TELEGRAPH RD
CITY LIMIT
GOODENOUGH RD
2
437
34
69
OTELE20
020
OLD TELEGRAPH RD
GOODENOUGH RD
B ST
2
1837
38
74
OTELE30
030
OLD TELEGRAPH RD
B ST
FIRST ST
2
279
38
72
OTELE40
040
OLD TELEGRAPH RD
FIRST ST
HUME ST-W
2
179
38
73
OTELE50
050
OLD TELEGRAPH RD
HUME ST-W
HUME ST-E
2
326
38
70
OTELE60
060
OLD TELEGRAPH RD
HUME ST-E
SESPE PLACE
2
189
38
78
OTELE70
070
OLD TELEGRAPH RD
SESPE PLACE
SESPE AV
2
355
38
82
OTELE80
080
OLD TELEGRAPH RD
SESPE AV
DEL VALLE DR
2
262
38
79
OTELE90
090
OLD TELEGRAPH RD
DEL VALLE DR
A ST
2
302
38
80
OLIVES10
010
OLIVE ST
VENTURA ST
SANTA CLARA ST
2
460
28
52
OLIVER10
010
OLIVER ST
C ST
WILEMAN ST
2
205
40
63
OLIVER20
020
OLIVER ST
WILEMAN ST
BURSON LN
2
428
40
61
OLIVER30
030
OLIVER ST
BURSON LN
GLEN WY-W
2
324
40
56
OLIVER40
040
OLIVER ST
GLEN WY-W
GLEN WY
2
150
40
61
OLIVER50
050
OLIVER ST
B ST
MCCAMPBELL ST
2
452
40
53
ORANGR10
010
ORANGE GROVE AV
SANTA CLARA ST
END
2
266
30
82
ORANGR20
020
ORANGE GROVE AV
VENTURA ST
SANTA CLARA ST
2
460
30
19
MEADOWLARK DR ROAD SEGMENTS
Appendix A: 7 of 12
MTC - StreetSaver July 26, 2017
PCI Inventory Report (Road Segments, Parking Lots, and Bike Paths)
Network Weighted Average PCI:
69
End Location
Lanes
Section Length (ft)
Section Width (ft)
KENSINGTON DR
2
173
34
73
SESPE AV
2
302
32
71
SANTA FE ST
BURLINGTON ST
2
494
34
78
Street ID
Section ID
Road Names
ORCHRD10
010
ORCHARD ST
ORCHRD20
020
ORCHARD ST
KENSINGTON DR
ORIENT10
010
ORIENT ST
Begin Location FIRST STSEGMENTS ROAD
Current PCI
ORIOLE10
010
ORIOLE CIR
MOCKINGBIRD LANE
CUL-DE-SAC
2
408
40
51
ORTEGA10
010
ORTEGA ST
C ST
BURSON LN
2
626
40
66
ORTEGA20
020
ORTEGA ST
BURSON LN
GLEN WY
2
491
40
68
PALMST10
010
PALM ST
VENTURA ST
SANTA CLARA ST
2
463
36
53
PARKHV10
010
PARKHAVEN CT
COTTONWOOD LN
CUL-DE-SAC
2
84
40
21
PRICE10
010
PRICE ST
FIRST ST
LEWIS LN
2
227
40
53
PRICE20
020
PRICE ST
LEWIS LN
ERSKINE LN
2
210
40
53
PRICE30
030
PRICE ST
ERSKINE LN
SESPE AV
2
223
40
53
QUAIL10
010
QUAIL CT
MALLARD ST
CUL-DE-SAC
2
483
40
38
READING10
010
READING ST
RIVER ST
SANTA FE ST
2
218
34
78
READING20
020
READING ST
SANTA FE ST
BURLINGTON ST
2
445
34
78
RHODES10
010
RHODES CT
EL PASEO ST
CUL-DE-SAC
2
516
36
31
RIOGND10
010
RIO GRANDE ST
SANTA FE ST
BURLINGTON ST
2
477
34
78
RIVERC10
010
RIVER CT
RIVER ST
CUL-DE-SAC
2
76
40
77
RIVERS10
010
RIVER ST
CUL-DE-SAC
E ST
2
905
38
85
RIVERS100
100
RIVER ST
ORANGE BLOSSOM LN
DUNTON LN
2
239
36
73
RIVERS110
110
RIVER ST
DUNTON LN
SURREY WY
2
207
36
74
RIVERS120
120
RIVER ST
SURREY WY
CARRIAGE PL
2
223
36
72
RIVERS130
130
RIVER ST
CARRIAGE PL
A ST
2
384
36
72
RIVERS140
140
RIVER ST
A ST
720' E/O A ST
2
684
40
69
RIVERS150
150
RIVER ST
720' E/O A ST
WILLOW ST
2
350
40
71
RIVERS160
160
RIVER ST
WILLOW ST
CENTRAL AV
2
347
40
69
RIVERS170
170
RIVER ST
CENTRAL AV
RIVER CT
2
232
40
76
RIVERS180
180
RIVER ST
RIVER CT
BRIDLEWOOD LN
2
251
40
79
RIVERS190
190
RIVER ST
BRIDLEWOOD LN
SANDLEWOOD LN
2
254
40
77
RIVERS20
020
RIVER ST
E ST
D ST
2
1441
30
82
RIVERS200
200
RIVER ST
SANDLEWOOD LN
WILDWOOD LN
2
212
40
92
RIVERS210
210
RIVER ST
WILDWOOD LN
MOUNTAIN VIEW ST
2
472
40
92
RIVERS220
220
RIVER ST
MOUNTAIN VIEW ST
END
2
562
32
92
RIVERS30
030
RIVER ST
D ST
355' E/O D ST
2
355
26
71
RIVERS40
040
RIVER ST
355' E/O D ST
C ST
2
1398
52
78
RIVERS50
050
RIVER ST
C ST
READING ST
2
517
30
67
RIVERS60
060
RIVER ST
READING ST
DEERFIELD ST
2
198
36
72
RIVERS70
070
RIVER ST
DEERFIELD ST
OAKDALE ST
2
427
36
72
RIVERS80
080
RIVER ST
OAKDALE ST
B ST
2
296
36
72
RIVERS90
090
RIVER ST
B ST
ORANGE BLOSSOM LN
2
356
36
72
ROBIN10
010
ROBIN CT
SESPE AV
CUL-DE-SAC
2
219
40
57
SNDLWD10
010
SANDLEWOOD LN
BRIDLEWOOD LN
RIVER ST
2
248
32
78
SANTCL10
010
SANTA CLARA ST
CUL-DE-SAC
GLEN WY
2
333
40
69
SANTCL100
100
SANTA CLARA ST
OLIVE ST
PALM ST
2
364
36
66
SANTCL110
110
SANTA CLARA ST
PALM ST
CENTRAL AV
2
337
36
55
SANTCL120
120
SANTA CLARA ST
CENTRAL AV
FILLMORE ST
2
342
50
75
SANTCL130
130
SANTA CLARA ST
FILLMORE ST
SARATOGA ST
2
360
36
60
SANTCL140
140
SANTA CLARA ST
SARATOGA ST
CLAY ST
2
360
36
57
SANTCL150
150
SANTA CLARA ST
CLAY ST
MOUNTAIN VIEW ST
2
340
36
57
SANTCL160
160
SANTA CLARA ST
MOUNTAIN VIEW ST
END
2
1455
30
27
SANTCL20
020
SANTA CLARA ST
GLEN WY
135' W/O B ST
2
116
40
72
Appendix A: 8 of 12
MTC - StreetSaver July 26, 2017
PCI Inventory Report (Road Segments, Parking Lots, and Bike Paths)
Network Weighted Average PCI:
69
End Location
Lanes
Section Length (ft)
Section Width (ft)
B ST
2
116
40
62
MUTAU CT
2
209
40
88
MCCAMPBELL ST
2
278
40
92
MCCAMPBELL ST
DEL VALLE DR
2
258
40
87
DEL VALLE DR
A ST
2
663
40
88
SANTA CLARA ST
A ST
ORANGE GROVE AV
2
338
38
68
090
SANTA CLARA ST
ORANGE GROVE AV
OLIVE ST
2
360
36
74
SANTFE10
010
SANTA FE ST
READING ST
RIO GRANDE ST
2
223
32
78
SANTFE20
020
SANTA FE ST
RIO GRANDE ST
ORIENT ST
2
242
32
86
SANTFE30
030
SANTA FE ST
ORIENT ST
SOUTHERN PACIFIC ST
2
229
32
86
SANTFE40
040
SANTA FE ST
SOUTHERN PACIFIC ST
B ST
2
199
32
85
SANTFE50
050
SANTA FE ST
B ST
SURREY WY
2
752
32
85
SANTFE60
060
SANTA FE ST
SURREY WY
BURLINGTON ST
2
465
32
79
SARATG10
010
SARATOGA ST
FOURTH ST
BLAINE ST
2
290
36
76
SARATG20
020
SARATOGA ST
BLAINE ST
THIRD ST
2
330
36
73
SARATG30
030
SARATOGA ST
THIRD ST
SECOND ST
2
655
36
81
SARATG40
040
SARATOGA ST
SECOND ST
BARD ST
2
380
34
60
SARATG50
050
SARATOGA ST
BARD ST
FIRST ST
2
275
34
67
SARATG60
060
SARATOGA ST
FIRST ST
SESPE AV
2
656
34
66
SARATG70
070
SARATOGA ST
SESPE AV
MAIN ST
2
521
34
58
Street ID
Section ID
Road Names
SANTCL30
030
SANTA CLARA ST
SANTCL40
040
SANTA CLARA ST
B ST
SANTCL50
050
SANTA CLARA ST
MUTAU CT
SANTCL60
060
SANTA CLARA ST
SANTCL70
070
SANTA CLARA ST
SANTCL80
080
SANTCL90
Begin Location 135' W/O B ST ROAD SEGMENTS
Current PCI
SARATG80
080
SARATOGA ST
SANTA CLARA ST
VENTURA ST
2
461
40
21
SECOND10
010
SECOND ST
LEMON WAY
B ST
2
286
30
29
SECOND100
100
SECOND ST
SARATOGA ST
CLAY ST-N
2
360
40
82
SECOND110
110
SECOND ST
CLAY ST-N
CLAY ST-S
2
124
40
78
SECOND120
120
SECOND ST
CLAY ST-S
MOUNTAIN VIEW ST
2
218
40
77
SECOND130
130
SECOND ST
MOUNTAIN VIEW ST
ELKINS LN
2
297
40
70
SECOND140
140
SECOND ST
ELKINS LN
ISLAND VIEW ST
2
315
40
77
SECOND150
150
SECOND ST
ISLAND VIEW ST
END
2
208
40
70
SECOND20
020
SECOND ST
145' W/O CHAPARRAL ST
CHAPARRAL ST
2
145
36
73
SECOND30
030
SECOND ST
CHAPARRAL ST
YUCCA DR
2
527
36
70
SECOND40
040
SECOND ST
YUCCA DR
CUL-DE-SAC
2
239
36
75
SECOND50
050
SECOND ST
STADIUM WY
SHIELLS DR
2
1081
34
87
SECOND60
060
SECOND ST
SHIELLS DR
CENTRAL AV
2
346
36
76
SECOND70
070
SECOND ST
CENTRAL AV
FILLMORE ST-S
2
213
40
76
SECOND80
080
SECOND ST
FILLMORE ST-S
FILLMORE-N
2
133
40
71
SECOND90
090
SECOND ST
FILLMORE-N
SARATOGA ST
2
360
40
79
SESPE10
010
SESPE AV
D ST
ROBIN CT
2
182
40
39
SESPE100
100
SESPE AV
B ST
MCCAMPBELL ST
2
466
38
64
SESPE110
110
SESPE AV
MCCAMPBELL ST
TELEGRAPH RD
2
463
38
63
SESPE130
130
SESPE AV
A ST
ORCHARD ST
2
658
54
39
SESPE140
140
SESPE AV
ORCHARD ST
CENTRAL AV
2
533
54
41
SESPE150
150
SESPE AV
CENTRAL AV
FILLMORE ST
2
330
52
53
SESPE160
160
SESPE AV
FILLMORE ST
SARATOGA ST
2
360
52
64
SESPE170
170
SESPE AV
SARATOGA ST
CLAY ST
2
360
52
69
SESPE180
180
SESPE AV
CLAY ST
MOUNTAIN VIEW ST
2
340
52
60
SESPE190
190
SESPE AV
MOUNTAIN VIEW ST
MARKET ST
2
345
40
68
SESPE20
020
SESPE AV
ROBIN CT
MALLARD ST
2
251
40
40
SESPE200
200
SESPE AV
MARKET ST
COOK DR
2
635
40
67
SESPE210
210
SESPE AV
COOK DR
END
2
153
40
70
SESPE30
030
SESPE AV
MALLARD ST
SIERRA VISTA AV
2
693
40
48
Appendix A: 9 of 12
MTC - StreetSaver July 26, 2017
PCI Inventory Report (Road Segments, Parking Lots, and Bike Paths)
Network Weighted Average PCI:
69
End Location
Lanes
Section Length (ft)
Section Width (ft)
C ST
2
273
40
52
BURSON LN
2
361
38
78
PRICE ST
2
455
38
81
PRICE ST
GLEN WY
2
119
38
83
GLEN WY
B ST
2
466
38
92
TELEGRAPH RD
A ST
2
736
40
92
END
ASH CI
2
208
32
84
SHADY LN
ASH CI
MAPLE CT
2
268
32
85
SHADY LN
MAPLS CT
END
2
88
32
85
010
SHIELLS DR
THIRD ST
SECOND ST
2
657
36
83
SIERAV10
010
SIERRA VISTA AV
MOCKINGBIRD LANE
SESPE AV
2
144
40
56
SIERAV20
020
SIERRA VISTA AV
SESPE AV
LOS SERENOS DR
2
270
36
41
SIERAV30
030
SIERRA VISTA AV
LOS SERENOS DR
402' N/0 EL PASEO ST
2
391
36
40
SIERAV40
040
SIERRA VISTA AV
402' N/0 EL PASEO ST
EL PASEO ST
2
383
36
30
SOPAC10
010
SOUTHERN PACIFIC ST
SANTA FE ST
BURLINGTON ST
2
480
34
77
Street ID
Section ID
Road Names
SESPE40
040
SESPE AV
SESPE50
050
SESPE AV
C ST
SESPE60
060
SESPE AV
BURSON LN
SESPE80
080
SESPE AV
SESPE90
090
SESPE AV
SESPEP10
010
SESPE PLACE
SHADY10
010
SHADY LN
SHADY20
020
SHADY30
030
SHIELL10
Begin Location SIERRA VISTASEGMENTS AV ROAD
Current PCI
STDIUM10
010
STADIUM WAY
SECOND ST
A ST
2
447
36
89
STEPHN10
010
STEPHENS ST
BARD ST
END
2
148
36
27
STONEH10
010
STONEHEDGE DR
CENTRAL AV
WOODGROVE RD
2
668
40
64
SURREY10
010
SURREY WY
RIVER ST
CARRIAGE PL-N
2
534
40
66
SURREY20
020
SURREY WY
CARRIAGE PL-N
CARRIAGE PL-S
2
629
40
66
SURREY30
030
SURREY WY
RIVER ST
SANTA FE ST
2
216
40
79
SURREY40
040
SURREY WY
SANTA FE ST
UNION PACIFIC ST
2
254
40
77
SURREY50
050
SURREY WY
UNION PACIFIC ST
BURLINGTON ST
2
245
40
77
TAYLOR10
010
TAYLOR LN
CUL-DE-SAC
TAYLOR LN #958
2
135
34
92
TAYLOR20
020
TAYLOR LN
TAYLOR LN #958
TAYLOR LN #928
2
202
34
84
TAYLOR30
030
TAYLOR LN
TAYLOR LN #928
FIFTH ST
2
192
34
92
TAYLOR40
040
TAYLOR LN
CUL-DE-SAC
TAYLOR LN #955
2
90
34
91
TAYLOR50
050
TAYLOR LN
CUL-DE-SAC
TAYLOR LN #921
2
115
34
91
TEITST10
010
TEITSORT DR
FOOTHILL DR
GATE
2
150
28
64
THIRD10
010
THIRD ST
GOODENOUGH RD
ALLEY 050
2
552
40
69
THIRD100
100
THIRD ST
A ST
FERNGLEN CI
2
128
46
74
THIRD110
110
THIRD ST
FERNGLEN CI
AKERS ST
2
112
46
70
THIRD120
120
THIRD ST
AKERS ST
FINE ST
2
282
46
70
THIRD130
130
THIRD ST
FINE ST
END
2
381
36
58
THIRD140
140
THIRD ST
END
SHIELLS DR
2
380
28
88
THIRD150
150
THIRD ST
SHIELLS DR
WALKER LN
2
71
36
67
THIRD160
160
THIRD ST
WALKER LN
CENTRAL AV
2
274
36
86
THIRD170
170
THIRD ST
CENTRAL AV
FILLMORE ST
2
346
36
66
THIRD180
180
THIRD ST
FILLMORE ST
SARATOGA ST
2
359
36
68
THIRD190
190
THIRD ST
SARATOGA ST
CLAY ST
2
361
36
69
THIRD20
020
THIRD ST
ALLEY 050
LEMON WY
2
442
40
71
THIRD200
200
THIRD ST
CLAY ST
MOUNTAIN VIEW ST
2
344
36
68
THIRD210
210
THIRD ST
MOUNTAIN VIEW ST
ISLAND VIEW ST
2
593
36
68
THIRD220
220
THIRD ST
ISLAND VIEW ST
END
2
256
36
82
THIRD30
030
THIRD ST
LEMON WAY
B ST
2
301
40
73
THIRD40
040
THIRD ST
B ST
150 FT W/O CHAPARRAL ST
2
323
46
62
THIRD50
050
THIRD ST
150 FT W/O CHAPARRAL ST
CHAPARRAL ST
2
150
46
75
THIRD60
060
THIRD ST
CHAPARRAL ST
MANZANITA DR
2
252
46
72
THIRD70
070
THIRD ST
MANZANITA DR
YUCCA DR
2
272
46
69
THIRD80
080
THIRD ST
YUCCA DR
BOULDER ST
2
246
46
71
Appendix A: 10 of 12
MTC - StreetSaver July 26, 2017
PCI Inventory Report (Road Segments, Parking Lots, and Bike Paths)
Network Weighted Average PCI:
69
End Location
Lanes
Section Length (ft)
Section Width (ft)
A ST
2
177
46
70
CUL-DE-SAC
2
220
40
92
SURREY WY
2
748
34
92
SURREY WY
BURLINGTON ST
2
471
34
92
FOURTH ST
CUL-DE-SAC
2
398
38
83
VENTURA ST-FRONTAGE
LOS SERENOS DR
ALLEY 020
2
550
26
84
VILLAGE SQ
EL PASEO ST
EL PASEO ST
2
1055
44
13
THIRD ST
CUL-DE-SAC
2
509
40
75
COTTONWOOD LN
COTTONWOOD LN
2
875
40
46
COTTONWOOD LN
D ST
2
719
40
42
WILEMAN ST
OLIVER ST
BURSON ST
2
350
40
62
020
WILEMAN ST
BURSON ST
GLEN WY
2
596
40
62
030
WILEMAN ST
GLEN WY
B ST
2
453
40
65
WILEMN40
040
WILEMAN ST
B
MCCAMPBELL ST
2
448
40
69
WOODGR10
010
WOODGROVE RD
FOURTH ST
STONEHEDGE
2
874
40
76
WOODGR20
020
WOODGROVE RD
STONEHEDGE ST
CUL-DE-SAC
2
307
40
72
YUCCA10
010
YUCCA DR
THIRD ST
SECOND ST
2
651
40
76
Miles:
38.27
Street ID
Section ID
Road Names
THIRD90
090
THIRD ST
TIGHE10
010
TIGHE LN
FOURTH ST
UNNPAC10
010
UNION PACIFIC ST
B ST
UNNPAC20
020
UNION PACIFIC ST
VALLVS10
010
VALLEY VISTA
VENTUR10
010
VILLAG10
010
WALKER10
010
WALKER LN
WATERF10
010
WATERFORD LN
WATERF20
020
WATERFORD LN
WILEMN10
010
WILEMN20 WILEMN30
Begin Location BOULDER ROAD ST SEGMENTS
Appendix A: 11 of 12
PCI
Current PCI
68
MTC - StreetSaver July 26, 2017
PCI Inventory Report (Road Segments, Parking Lots, and Bike Paths)
Network Weighted Average PCI:
69
End Location
Lanes
Section Length (ft)
Section Width (ft)
ORIOLE BASIN OUTLET
BLUE JAY BASIN
1
2069
10
91
BLUE JAY
BLUE JAY BASIN
SR-126 UNDERPASS NORTH
1
1040
10
90
BYPASS EAST
SR-23 UNDERPASS EAST
RIVER ST
1
401
10
85
BYPASS WEST
SR-23 UNDERPASS WEST
RIVER ST
1
755
10
73
COTTONWOOD RAMP
BLUE JAY BASIN
COTTONWOOD LN
1
731
10
78
030
HOMETOWN
WW#7 RAMP
OLD TELEGRAPH UNDERPASS
1
1898
10
91
340
MIDDLE SCHOOL
B ST
FIRST ST
1
1115
10
83
ZBP050
050
OLD TELEGRAPH RAMP
UNDERPASS SOUTH END
OLD TELEGRAPH RD
1
322
10
92
ZBP040
040
OLD TELEGRAPH UNDERP
UNDERPASS NORTH END
UNDERPASS SOUTH END
1
287
10
97
ZBP210
210
RIVER OAKS
READING ST
SANTA CLARA LEVEE
1
615
10
91
ZBP230
230
RIVERWALKPARK
SANTA CLARA LEVEE
SR-23 UNDERPASS WEST
1
1650
10
81
ZBP010
010
SESPE LEVEE NORTH
NORTH TERMINUS
WW#7 RAMP
1
2655
10
92
ZBP060
060
SHIELLS PARK
OLD TELEGRAPH RD
ORIOLE BASIN OUTLET
1
1855
10
92
ZBP120
120
SR-126 RAMP
SR-126 HIGHWAY
WRP LEVEE
1
395
10
92
ZBP100
100
SR-126 UNDERPASS
SR-126 UNDERPASS NORTH
SR-126 UNDERPASS SOUTH
1
911
10
97
ZBP240
240
SR-23 UNDERPASS
SR-23 UNDERPASS WEST
SR-23 UNDERPASS EAST
1
466
10
94
ZBP300
300
TELEPHONE RD
GOODENOUGH RD
B ST
1
1717
10
61
ZBP310
310
TELEPHONE RD
B ST
SESPE PLACE
1
971
10
89
ZBP320
320
TELEPHONE RD
SESPE PLACE
A ST
1
798
10
89
ZBP330
330
TELEPHONE RD
A ST
CENTRAL AV
1
1473
10
67
ZBP110
110
WRP LEVEE
SR-126 UNDERPASS SOUTH
END AT WRP DISPLAY
1
876
10
91
ZBP130
130
WRP RAMP
WRP LEVEE
RIVER ST CUL-DU-SAC
1
581
10
92
ZBP020
020
WW#7 RAMP
SESPE LEVEE NORTH
964 CATALANO CT
1
280
10
92
ZBP200
200
WWTP
WWTP GATE
READING ST
1
503
10
91
ZBP220
220
WWTP LEVEE
WWTP END
SANTA CLARA LEVEE
1
1190
10
92
Miles:
4.84
Street ID
Section ID
Road Names
Begin Location
ZBP070
070
BIRD TRACT
ZBP080
080
ZBP260
260
ZBP250
250
ZBP090
090
ZBP030 ZBP340
Current PCI
ROAD SEGMENTS BIKE PATHS
PCI
86
PARKING LOTS ZPABD10
010
BUS DEPOT LOT
533 SANTA CLARA ST
533 SANTA CLARA ST
1
180
98
81
ZPAFS20
020
FILLMORE ST NORTH LOT
351 FILLMORE ST
351 FILLMORE ST
1
265
141
53
ZPAFS10
010
FILLMORE ST SOUTH LOT
231 FILLMORE ST
231 FILLMORE ST
1
300
56
59
ZLAR10
010
LEVEE ACCESS ROAD
701 GOODENOUGH RD
701 GOODENOUGH RD
1
270
15
67
ZPAPD10
010
POLICE DEPT LOT
524 SESPE AV
524 SESPE AV
1
200
122
69
ZPAPO10
010
POST OFFICE LOT
519 MAIN ST
519 MAIN ST
1
250
134
79
ZPAPW10
010
PUBLIC WORKS YARD
701 SESPE PLACE
701 SESPE PLACE
1
350
172
93
ZPASC10
010
SANTA CLARA ST PARKING LOT
440 SANTA CLARA ST
440 SANTA CLARA ST
1
110
59
75
ZPASP10
010
SHIELLS PARK LOT
649 C ST
649 C ST
1
520
61
35
ZPARP20
020
TWO RIVERS PARK-EAST
XXX RIVER STREET
XXX RIVER ST
1
660
19
92
ZPARP10
010
TWO RIVERS PARK-WEST
XXX RIVER STREET
XXX RIVER ST
1
465
84
92
ZPAWR10
010
WATER RECYCLING PLANT
1580 RIVER ST
1580 RIVER ST
1
500
169
93
ZPAWY20
020
WELL #7 YARD
964 CATALANO CT
964 CATALANO CT
1
60
43
83
ZPAWY10
010
WELL #8 ENTRY & YARD
1301 GOODENOUGH RD
1301 GOODENOUGH RD
1
500
18
91
Appendix A: 12 of 12
PCI
79
Overall Network PCI
69
Pavement Management Report 2017– City of Fillmore
APPENDIX B PCI Geographical Map
B
2017 FILLMORE STREET MAP SHOWING PAVEMENT CONDITION INDEX
RY # 8 EN T
Z- W EL L
& YAR D
SH AD Y TE IT SO RT D R
LN
E FR
LL
RD
TH I
N OU G H
FO O
AR IA LN
GO OD E
M
DR
LI
N
B ST
D
R
C AN D EL
Legend City_Limit
R TAY LO
LN EY KL HI NC LN RN HO RT
T V IE W S
ELK IN S LN
IE TA IN V W ST ALL EY 2 20
T C LAY S
AV
N LOR A L ALL EY
T ST
2 40
M AR K E
ALL EY
T C LAY S
T O GA S
2 50
M AIN S
T
C L AR A
ST
T M OU N
SAN T A
W ST
2 70 ALL EY
M OU N
GA ST
T C LAY S
IE TA IN V
ST
O SAR AT
V TA IN
N O OD L
BR ID LE
LN
R IV ER
ST
T OO D S
D LN
AL AV
W IL D W
EW OO
W OO D
T IE W S
SAN D L
C EN T R
U N IO N
ED G
WY EW O OD
2 30
RIV ER ST
ED G
EW
DW Y
FE S T
PA C IF IC
ST
B ST
ST
BU R LI N G
TO N ST
ST
ST
·
OO
W ST
IC ST IO N PA C IF
W IL LO
UN
IF IC R N PA C
OR IEN T
E SO U TH
SA
AN D E R IO G R
G ST
C ST
D ST
R EAD IN
ST NTA FE
Y WY SU R R E
L E LN
SA ST
CAR RIAG E PL
B ST
OA KD A
C ST
SAN T A
ST NTA FE
ST
R WY ALL EY
AV
SAR AT
R E ST FIL LM O T H LO T T N OR O RE S 1 80 ALL EY
LOT
DR
SES PE
C L AR A
AV
N AV ON L
C ST
0 20 ALL EY
E ST
D ST
ST
M OU N
T C LAY S 2 10
2 00
T O GA S
ALL EY
SAR AT
ALL EY
Z- F IL LM
1 40
T PA LM S
ALL EY
O UTH E ST S
D ST
C ASN E
ELK W
R IV ER
SEC O N
C OO K
SAN T A
Y WY
SU R R E
R ST L N
3 40
T
M AIN S
L OT
OR Z- F IL LM
2 80
T BAR D S
SES PE
ST
ST
110
1 30
VE E G RO
ALL EY
OLIV E
ST
C L AR A
R E ST
SAN T A
FIL LM O
1 90
1 00
ALL EY
C L AR A
E PO T Z- BU S D
ALL EY
O GA ST
T BAR D S
ALL EY
AV
T C LAY S
SAR AT
EN S ST
1 70
1 60
SES PE
ALL EY
SAN T A
2 90
T O GA S
ST EP H
R E ST
AL AV
D
DR
1 50 T ALL EY IC E LO T OF F Z- PO S
ST
ALL EY
SAR AT
3 00
R E ST FIL LM O
C EN T R
SY AR
ALL EY
GT O N
ALL EY
RK
D ST
ST
ELM H U
IS LA N D
T O GA S
HA
SAR AT ALL EY
FIL LM O
3 10
S DR
WO
AR A ST
R IV ER
R Z- T W O
RD S T
IC
OR A N G
LL E D R D EL VA
CL SAN T A
OD LN
A PAR K -E IVE R S
ALL EY
SH IEL L OR C H A
BL
KEN S IN
AV
ST
OLIV ER
Y GLE N W
A ST
E SQ
A N ST
B ST
N LN
A AV A VIST
S CT
B CT
ST 0 30 ALL EY
DR
P BE LL
BU R SO
SIER R
ST OLIV ER
VILLA G EO EL PA S
ST IL EM A N
AV
ST TH IR D
3 20
T
T
PLA C E SES PE
SES PE
W IL EM
OR T EG
ALL EY
M W AY
HUME
AV SES PE
W ST A IN V IE M OU N T
R
VIS TA
LN
EN C I
Z- P U
T
W
BL
SEC O N
STA D IU
S FIR S T
RD
D ST
AV
EO EL PA S
LN TIG H E
GA LV IN
FE R N GL
ER S T
H
BLA IN E
V A IN E A
ST TH IR D
M C C AM
AR H OW
R H OD E
MC NA
S DR
N O RD L
AP
ST
T KIN G S
E DR
LEV E
C OT
T ON W O
R EN O LOS SE
F WAT ER
D ST
R CT
Parcels
Y ST BLU E JA
BO U LD
T KIN G S
CT
C ON D O
Street-Not City Owned
S FIR S T
T
D LN
R OB IN
Street-Not Rated
SES PE
DR
GR
3 70
3 60
ALL EY
S FIR S T
TE
PR IC E
IN G BIR
CT QU A IL
D ST
LE
S FIR S T
LN
D ST
R E CI
S FIR S T
M OC K
0-11: Failed
YU C C A
D
M EA D O
12-25: Very Poor
R N ITA D
OL
DR W L AR K
L OR I O
ALL EY
T
DR
M AN Z A
RRA L S
AR K
ALL EY
3 30 ALL EY
ST TH IR D
SEC O N
D ST SEC O N
B ST
OW L
C H APA
WY
0 40
26-45: Poor
LEM O N
ALL EY
M EA D
SEC O N
CT
3 50 ALL EY
ST
ST
ST TH IR D
N
CT
N FAL C O
R WA LK E
H FO U R T
ST TH IR D
B ST
M IT H L
0 50
AR R AS
0 60
T FIN E S
AKE R S
0 80
BL
BL
EAG LE
K LO T LS PA R
46-55: Fair
ST
V A IN E A
V A IN E A
ALL EY
DR
A ST
ST
ALL EY
B ST
0 70 ALL EY
Z- SH IEL
56-70: Good
N LN
H FO U R T
H FO U R T
ALL EY
71-85: Very Good
ED ISO
H ED G E
M ES A D
ST ON E
VA LL EY
T FIF T H S
N WY
86-100: Excellent
WOO DGRO VE RD
ST FIF T H
ED ISO
PCI
HS T
RY CT
B ST
FI F T
LN
Street-City Owned
C OU N T
Z- WATE R RE CYCL ING PL ANT
Appendix B Page 1 of 1
0
850
1,700
3,400
5,100
Feet 6,800 drb - June 29, 2017
Pavement Management Report 2017– City of Fillmore
APPENDIX C List of roads recommended for surface treatments based on City’s proposed budget
C
8
Roads Selected for Treatment - Base Budget Scenario ($350K/year)
Legend
Roads Selected for Treatment Treatment Year
Z-W ELL #8
YARD
NO
RT
H
2018
EN TRY &
AT H
-SES
PE
2020
SHAD Y LN
LE V
EE
2019
BIK E P
2021
DE L A
Segment Inventory
B ST
CA N
2022
R IA L
UGH RD GOODENO
AIN VIEW
RIVER ST
ST
EDGEW
OOD W Y
O
WO
E
BIKE PATH-BYPA
N EY L C KL H IN
TO WN ME - HO
D
EP ATH BIK
TR IR D -B TH
PA BI KE
E
SS WEST
M OU N T
RIVE R ST
OD ST
OOD LN
R1
AR A ST
VIEW ST
OO D LN
WILDW O
BRID LEW
L AV
ST
P LE BIKE P AT H VEE -S
ST
IN MOUNTA
L KW
CENTRA WILLOW
WR
MA RKET
MAIN ST
SANTA CL
270 ALLEY CLAY ST
PALM ST
EP ATH -
SESPE AV
LORA LN 0 ALLEY 25
0 ALLEY 24
CLAY ST
ST FI LLMORE 0 ALLEY 18
ST
D LN BRID L EW OO
RIVE R ST
VI EW ST
0 ALLEY 22
WY CASN ER 0 ALLEY 23
SESPE AV
MAIN ST
AR A SANTA CL
ST
COOK DR
CLAY ST
0 ALLEY 21 GA ST
SARATO
FI RST ST
VIEW ST
BARD ST
0 ALLEY 20 ST
FI LLMORE V
SECOND
IN MOUNTA
COND ST
THIRD ST
LN ELKINS
A ST SARATO G
AR A ST
0 ALLEY 28
GA ST
SANTA CL
0 ALLEY 19
MAIN ST ELE P H ONE R D
CLAY ST
0 ALLEY 29
SARATO
GA ST ALLEY 300
ST
SESPE A
0 ALLEY 15
0 ALLEY 13
L AV
0 ALLEY 10
DR
0 ALLEY 34 TH IR D ST
ISLAND
SARATO
FI LLMORE
ST
B
P A TH-T
CENTRA
Y
CI FIC ST UNION PA INGTON ST PA RK IVERWALK ATH-R IK E P
BURL
BI K E
SE
ST
0 ALLEY 37 BLAINE AV
0 ALLEY 33 TH IR D ST
0 ALLEY 14 OLIVE ST
ST
SURREY W
ST
0 ALLEY 31
GTO N KEN SIN 0 ALLEY 17
0 ALLEY 16
DR
CAR RIA GE PL
PACIFIC
LE VEE
CLAR A
SANTA FE
B ST
BIK
L AV
SANTA
E
BALDEN LN
B ST
-WW TP
RN SOUTHE
N DE ST
OR IENT ST
ST
-WW TP
TH BIKE PA
RI O G RA
C ST
D ST
BIKE P A TH
FI RST ST
SESPE AV
ST
0 ALLEY 36 BLAINE AV
BARD ST
0 ALLEY 11
Q
ELL ST
SANTA
READ IN G
RK-EAST
ST
ST CLAR A
ST LN ELMH UR RIVE R ST
C ST
D ST
E ST
VE RS PA Z-TWO RI
OLIVER
WY
ES
ST
GLEN
VI LL A G
PB MC CA M
LN
O ST EL PA SE 0 ALLEY 03
ST
B ST
BURSON C ST
CT MC NAB
VISTA AV SIER RA CT RHODES
OLIVER
E
L L VA L
SECOND
ST SECOND
D L E SC HOO L FI RST ST Z-P U BL IC W OR KS DR YAR SES PE P LAC D E
SESPE AV ST W ILEMAN
SESPE AV ST WILEMAN
ORTEGA
DR
HU
M
PRIC E ST
KING ST
TH IR D ST
SHIE LLS
RD
EP ATH -MID
0 ALLEY 32
R LN
BI K
LN
ST
PH
GALV IN
RA
ST
SECOND
0 ALLEY 35
WALK E
CI
WAY STAD IUM
DR
TE LE G
RAL ST
AR K
B ST
SECOND
D
FI RST ST
IRD LN
LN
WY
CT LE CIR OR IO FI RST ST
ER
LEMON
C ST
FI NC H
GB MOCKIN NOS DR
OOD COTTONW
D ST
-B
W
ON
ME A DOW L
SESPE AV
LOS SERE
D UN
BIK
H AT EP
JAY
PH
0 ALLEY 04
LE
DR
FOURTH
TI GH E LN
CHAPAR
LN - TE
FERNG LEN
FI NE ST
TH IR D ST
ST
R ST BOULDE YUCCA DR
0 ALLEY 08
BLAINE AV
B ST
0 ALLEY 06
M ITH
EAGLE CT
EP AT H
CT QUAIL
ROBIN CT
26
PA ER
SS
E LU
FOURTH
ILL
R OV E R D D G ST ON EH E D GE DR
AKER S ST
B ST
0 ALLEY 07 BLAINE AV
AS
C ST
Y ST BLUE JA RD LN ATERFO
LN
ST
FOURTH
0 ALLEY 05
ARR
BIK
T AC
A ST
EDIS ON
WY
Road Segments
COUN TRY CT
FI FTH ST
EDIS ON
A I
Parking Lots
FI FTH ST
B ST
Bike Paths
LN TAYLOR
½ ¾
TH
CENTRA
N
Facility Type
FO O
0
0.25
0.5 Miles
List of Roads Recommended for Surface Treatment 2018-2022 Base Budget: $350,000 per year - 10% maximum for preventive maintenance (PM) Street ID
Section ID
Road Name
Begin Location
End Location
Section Section Length Width (ft) (ft)
MTC - StreetSaver Budget Scenario - Base Budget July 27, 2017 Treatment
PCI Before Treatment
Treated PCI
Est. Cost
Roads Selected for Treatment in 2018 BURSON10
010
BURSON LN
SESPE AV
WILEMAN ST
187
40
THIN AC OVERLAY
61
100
$
10,400
CST60
060
C ST
CST70
070
C ST
KING ST
SESPE AV
441
40
THIN AC OVERLAY
65
100
$
30,400
SESPE AV
OLIVER ST
440
40
THIN AC OVERLAY
64
100
$
30,400
CST80
080
C ST
CST90
090
C ST
OLIVER ST
ORTEGA ST
261
40
THIN AC OVERLAY
64
100
$
18,000
ORTEGA ST
EL PASEO ST
360
40
THIN AC OVERLAY
66
100
$
24,800
CARRIG10
010
CARRIAGE PL
SURREY WY
SURREY WY
168
40
REJUVENATION SEAL (PM)
76
84
$
3,600
COOKDR20
020
COOK DR
ERSKIN10
010
ERSKINE LN
CASNER WY
SESPE AV
285
40
THIN AC OVERLAY
61
100
$
15,900
PRICE ST
CUL-DE-SAC
313
40
THIN AC OVERLAY
60
100
$
17,400
GLENWY40
040
GLEN WY
GDENUF30
030
GOODENOUGH RD
WILEMAN ST
SESPE AV
232
40
THIN AC OVERLAY
60
100
$
12,900
A ST
B ST
1440
34
REJUVENATION SEAL (PM)
73
82
$
25,900
MEADWL100
100
MEADOWLARK DR
MEADOWLARK DR
CUL-DE-SAC #4
15
40
MILL AND AC OVERLAY W/BASE REPAIR
43
100
$
1,400
MEADWL140 MTVIEW90
140
MEADOWLARK DR
MEADOWLARK DR
CUL-DE-SAC #6
122
40
THIN AC OVERLAY
61
100
$
6,800
090
MOUNTAIN VIEW ST
MAIN
RR-XING
138
38
THIN AC OVERLAY
61
100
$
7,300
OTELE10
010
OLD TELEGRAPH RD
CITY LIMIT
GOODENOUGH RD
437
34
THIN AC OVERLAY
68
100
$
25,600
OTELE50
050
OLD TELEGRAPH RD
HUME ST-W
HUME ST-E
326
38
THIN AC OVERLAY
69
100
$
21,400
OLIVER20
020
OLIVER ST
WILEMAN ST
BURSON LN
428
40
THIN AC OVERLAY
60
100
$
23,800
OLIVER40
040
OLIVER ST
GLEN WY-W
GLEN WY
150
40
THIN AC OVERLAY
60
100
$
8,400
RIVERS180
180
RIVER ST
RIVER CT
BRIDLEWOOD LN
251
40
REJUVENATION SEAL (PM)
78
86
$
5,300
SANTCL30
030
SANTA CLARA ST
135' W/O B ST
B ST
116
40
THIN AC OVERLAY
61
100
$
6,500
WILEMN10
010
WILEMAN ST
OLIVER ST
BURSON ST
350
40
THIN AC OVERLAY
61
100
$
19,500
WILEMN20
020
WILEMAN ST
BURSON ST
GLEN WY
596
40
THIN AC OVERLAY
61
100
$
33,200
$
348,900
Miles:
1.34
Appendix C: 1 of 5
List of Roads Recommended for Surface Treatment 2018-2022 Base Budget: $350,000 per year - 10% maximum for preventive maintenance (PM) Street ID
Section ID
Road Name
Begin Location
End Location
Section Section Length Width (ft) (ft)
MTC - StreetSaver Budget Scenario - Base Budget July 27, 2017 Treatment
PCI Before Treatment
Treated PCI
Est. Cost
Roads Selected for Treatment in 2018 2019 AST100
100
A ST
SESPE AV
RR X-ING
283
40
THIN AC OVERLAY
70
100
$
19,900
AST40
040
A ST
FOURTH ST
BLAINE ST
345
40
THIN AC OVERLAY
68
100
$
24,300
AST90
090
A ST
FIRST ST
SESPE AV
679
40
THIN AC OVERLAY
70
100
$
47,800
BURLTN50
050
BURLINGTON ST
B ST
SURREY WY
781
34
REJUVENATION SEAL (PM)
77
85
$
14,300
CARILO10
010
CARRILLO CT
GLENWY30
030
GLEN WY
GDENUF90
090
GOODENOUGH RD
MARKET10
010
MARKET ST
MARKET20
020
MARKET ST
MARKET30
030
MARKET ST
MEADWL180
180
MEADOWLARK DR
OTELE30
030
OLD TELEGRAPH RD
OTELE40
040
OLD TELEGRAPH RD
OLIVER10
010
OLIVER ST
C ST
RIVERC10
010
RIVER CT
SANTFE60
060
SANTA FE ST
SESPE100
100
SESPE110
110
STONEH10
010
STONEHEDGE DR
SURREY30
030
TEITST10
010
WILEMN30
030
CANDELARIA LN
CUL-DE-SAC
99
34
REJUVENATION SEAL (PM)
79
87
$
1,900
OLIVER ST
WILEMAN ST
179
40
THIN AC OVERLAY
61
100
$
10,200
ARRASMITH LN
THIRD ST
276
26
REJUVENATION SEAL (PM)
77
85
$
3,900
COOK DR
CASNER WY
249
40
THIN AC OVERLAY
61
100
$
14,200
CASNER WY
SESPE AV
276
40
THIN AC OVERLAY
60
100
$
15,700
SESPE AV
LORA LN
270
40
THIN AC OVERLAY
60
100
$
15,300
MEADOWLARK DR
CUL-DE-SAC #8
91
40
THIN AC OVERLAY
61
100
$
5,200
B ST
FIRST ST
279
38
THIN AC OVERLAY
69
100
$
18,700
FIRST ST
HUME ST-W
179
38
THIN AC OVERLAY
70
100
$
12,000
WILEMAN ST
205
40
THIN AC OVERLAY
60
100
$
11,700
RIVER ST
CUL-DE-SAC
76
40
REJUVENATION SEAL (PM)
75
83
$
1,700
SURREY WY
BURLINGTON ST
465
32
REJUVENATION SEAL (PM)
77
85
$
8,100
SESPE AV
B ST
MCCAMPBELL ST
466
38
THIN AC OVERLAY
61
100
$
25,100
SESPE AV
MCCAMPBELL ST
TELEGRAPH RD
463
38
THIN AC OVERLAY
60
100
$
25,000
CENTRAL AV
WOODGROVE RD
668
40
THIN AC OVERLAY
61
100
$
37,900
SURREY WY
RIVER ST
SANTA FE ST
216
40
REJUVENATION SEAL (PM)
77
85
$
4,700
TEITSORT DR
FOOTHILL DR
GATE
150
28
THIN AC OVERLAY
61
100
$
6,000
WILEMAN ST
GLEN WY
B ST
453
40
THIN AC OVERLAY
62
100
$
25,700
$
349,300
Miles:
1.35
Appendix C: 2 of 5
List of Roads Recommended for Surface Treatment 2018-2022 Base Budget: $350,000 per year - 10% maximum for preventive maintenance (PM) Street ID
Section ID
Road Name
Begin Location
End Location
Section Section Length Width (ft) (ft)
MTC - StreetSaver Budget Scenario - Base Budget July 27, 2017 Treatment
PCI Before Treatment
Treated PCI
THIN AC OVERLAY
68
100
$
24,800
Est. Cost
Roads Selected for Treatment in 2018 2020 AST50
050
A ST
BLAINE ST
THIRD ST
346
40
ALLEY40
040
ALLEY 040
BST10
010
B ST
THIRD ST
LEMON WY
765
18
THIN AC OVERLAY
62
100
$
19,900
END
GOODENOUGH RD
648
40
REJUVENATION SEAL (PM)
80
87
$
14,300
BST150
150
B ST
RIVER ST
SANTA FE ST
219
38
REJUVENATION SEAL (PM)
75
83
$
4,600
BST160 EAGLE10
160
B ST
SANTA FE ST
UNION PACIFIC ST
234
38
REJUVENATION SEAL (PM)
74
82
$
4,900
010
EAGLE CT
FALCON WY
CUL-DE-SAC
188
40
THIN AC OVERLAY
60
100
$
10,900
MAINST10
010
MAIN ST
OTELE20
020
OLD TELEGRAPH RD
ORTEGA10
010
ORTEGA ST
RIVERS170
170
RIVER ST
RIVERS190
190
RIVER ST
SANTCL100
100
SANTA CLARA ST
SARATG60
060
SARATOGA ST
SURREY10
010
SURREY WY
END
CENTRAL AV
314
32
THIN AC OVERLAY
61
100
$
14,600
GOODENOUGH RD
B ST
1837
38
THIN AC OVERLAY
68
100
$
125,100
C ST
BURSON LN
626
40
THIN AC OVERLAY
62
100
$
36,200
CENTRAL AV
RIVER CT
232
40
REJUVENATION SEAL (PM)
72
81
$
5,100
BRIDLEWOOD LN
SANDLEWOOD LN
254
40
REJUVENATION SEAL (PM)
74
82
$
5,600
OLIVE ST
PALM ST
364
36
THIN AC OVERLAY
61
100
$
19,000
FIRST ST
SESPE AV
656
34
THIN AC OVERLAY
62
100
$
32,300
RIVER ST
CARRIAGE PL-N
534
40
THIN AC OVERLAY
61
100
$
30,900
$
348,200
Miles:
1.37
Appendix C: 3 of 5
List of Roads Recommended for Surface Treatment 2018-2022 Base Budget: $350,000 per year - 10% maximum for preventive maintenance (PM) Street ID
Section ID
Road Name
Begin Location
End Location
Section Section Length Width (ft) (ft)
MTC - StreetSaver Budget Scenario - Base Budget July 27, 2017 Treatment
PCI Before Treatment
Treated PCI
Est. Cost
Roads Selected for Treatment in 2018 2021 AKERS10
010
AKERS ST
FORTH ST
THIRD ST
652
40
THIN AC OVERLAY
62
100
ALLEY90
090
ALLEY 090
FOURTH ST
EDISON LN
314
17
THIN AC OVERLAY
61
100
$
7,900
ALLEY150
150
ALLEY 150
MAIN ST
SESPE AV
509
32
THIN AC OVERLAY
62
100
$
24,100
CASNER10
010
CASNER WY
MOUNTAIN VIEW ST
MARKET ST
271
38
THIN AC OVERLAY
62
100
$
15,200
DST60
060
D ST
RIVER ST
134' S/O RIVER ST
115
20
THIN AC OVERLAY
63
100
$
3,400
DELVAL10
010
DEL VALLE DR
SANTA CLARA ST
BALDEN LN
366
40
THIN AC OVERLAY
62
100
$
21,600
EST10
010
E ST
VENTURA ST
RIVER ST
633
40
REJUVENATION SEAL (PM)
79
87
$
14,200
FILLMR10
010
FILLMORE ST
THIRD ST
SECOND ST
654
36
THIN AC OVERLAY
61
100
$
34,800
MAINST20
020
MAIN ST
CENTRAL AV
FILLMORE ST
343
38
THIN AC OVERLAY
62
100
$
19,300
OAKDAL10
010
OAKDALE LN
RIVER ST
CUL-DE-SAC
331
40
THIN AC OVERLAY
61
100
$
19,600
ORTEGA20
020
ORTEGA ST
BURSON LN
GLEN WY
491
40
THIN AC OVERLAY
62
100
$
29,000
RIVERS30
030
RIVER ST
D ST
355' E/O D ST
355
26
THIN AC OVERLAY
64
100
$
13,700
RIVERS50
050
RIVER ST
C ST
READING ST
517
30
THIN AC OVERLAY
61
100
$
22,900
SANTCL10
010
SANTA CLARA ST
CUL-DE-SAC
GLEN WY
333
40
THIN AC OVERLAY
62
100
$
19,700
SANTCL80
080
SANTA CLARA ST
A ST
ORANGE GROVE AV
338
38
THIN AC OVERLAY
61
100
$
19,000
SARATG50
050
SARATOGA ST
BARD ST
FIRST ST
275
34
THIN AC OVERLAY
61
100
$
13,800
SOPAC10
010
SOUTHERN PACIFIC ST
SANTA FE ST
BURLINGTON ST
480
34
REJUVENATION SEAL (PM)
72
81
$
9,200
SURREY40
040
SURREY WY
SANTA FE ST
UNION PACIFIC ST
254
40
REJUVENATION SEAL (PM)
72
81
$
5,700
SURREY50
050
SURREY WY
UNION PACIFIC ST
BURLINGTON ST
245
40
REJUVENATION SEAL (PM)
72
81
$
5,500
THIRD110
110
THIRD ST
FERNGLEN CI
AKERS ST
112
46
THIN AC OVERLAY
60
100
$
9,500
$
346,600
Miles:
1.44
Appendix C: 4 of 5
$
38,500
List of Roads Recommended for Surface Treatment 2018-2022 Base Budget: $350,000 per year - 10% maximum for preventive maintenance (PM) Street ID
Section ID
Road Name
Begin Location
End Location
Section Section Length Width (ft) (ft)
MTC - StreetSaver Budget Scenario - Base Budget July 27, 2017 Treatment
PCI Before Treatment
Treated PCI
Est. Cost
Roads Selected for Treatment in 2018 2022 AST110
110
A ST
RR-XING
TELEGRAPH RD
116
40
THIN AC OVERLAY
69
100
ALLEY10
010
ALLEY 010 (CENTER ST)
BST40
040
B ST
BST80
080
B ST
BURLTN10
010
BURLTN20
020
CST110
110
C ST
CANDEL10
010
CANDELARIA LN
ELKINS10
010
ELKINS LN
ELMHRS20
020
ELMHURST LN
FIRST70
070
FIRST ST
FOURTH90
090
FOURTH ST
MANZNT10
010
MANZANITA DR
MARKET40
040
MARKET ST
OTELE60
060
OLD TELEGRAPH RD
RIVERS10
010
RIVER ST
RIVERS140
140
RIVERS160
160
SECOND130
130
SECOND150 SESPE210
$
8,700
D ST
LOS SERENOS DR
292
18
THIN AC OVERLAY
61
100
$
8,000
FOURTH ST
BLAINE ST
310
36
THIN AC OVERLAY
62
100
$
16,800
TELEGRAPH RD
FIRST ST
133
40
THIN AC OVERLAY
61
100
$
8,000
BURLINGTON ST
READING ST
RIO GRANDE ST
244
34
REJUVENATION SEAL (PM)
72
81
$
4,800
BURLINGTON ST
RIO GRANDE ST
ORIENT ST
260
34
REJUVENATION SEAL (PM)
72
81
$
5,100
EL PASEO ST
VENTURA ST
284
40
THIN AC OVERLAY
70
100
$
21,200
END
CARRILLO CT
193
34
REJUVENATION SEAL (PM)
80
88
$
3,800
SECOND ST
CUL-DE-SAC
375
38
THIN AC OVERLAY
62
100
$
21,500
DEERFIELD ST
CUL-DE-SAC
197
38
THIN AC OVERLAY
62
100
$
11,300
B ST
TELEGRAPH RD
191
40
THIN AC OVERLAY
61
100
$
11,500
CENTRAL AV
VALLEY VISTA
259
40
THIN AC OVERLAY
60
100
$
19,400
CHAPARRAL ST
THIRD ST
621
40
THIN AC OVERLAY
61
100
$
37,400
LORA LN
MAIN ST
113
40
THIN AC OVERLAY
62
100
$
6,800
HUME ST-E
SESPE PLACE
189
38
THIN AC OVERLAY
68
100
$
13,400
CUL-DE-SAC
E ST
905
38
REJUVENATION SEAL (PM)
79
87
$
19,700
RIVER ST
A ST
720' E/O A ST
684
40
THIN AC OVERLAY
61
100
$
41,200
RIVER ST
WILLOW ST
CENTRAL AV
347
40
THIN AC OVERLAY
61
100
$
20,900
SECOND ST
MOUNTAIN VIEW ST
ELKINS LN
297
40
THIN AC OVERLAY
63
100
$
17,900
150
SECOND ST
ISLAND VIEW ST
END
208
40
THIN AC OVERLAY
63
100
$
12,600
210
SESPE AV
COOK DR
END
153
40
THIN AC OVERLAY
62
100
$
9,300
SHADY30
030
SHADY LN
MAPLS CT
END
88
32
REJUVENATION SEAL (PM)
78
86
$
1,700
WILEMN40
040
WILEMAN ST
B
MCCAMPBELL ST
448
40
THIN AC OVERLAY
61
100
$
27,000
$
348,000
Miles:
1.31
Total Miles
6.80
Appendix C: 5 of 5
Pavement Management Report 2017– City of Fillmore
APPENDIX D Pavement Treatment Decision Tree Criteria
D
City of Fillmore Decision Tree for Pavement Treatments
Class Name: PCI Range Arterial & Collectors: Class I Crack Treatment 80-70 Surface Treatment 80-70 Restoration Treatment 80-70 Class II Light Rehab/Rejuv. 70-50 Class III Rehabilitation (load related) 70-50 Class IV Rehab. w/ Reconst. 50-25 Class V Reconstruction 25-0
Local Streets and Parking Lots: Class I Crack Treatment Surface Treatment Restoration Treatment Class II Light Rehab/Rejuv. Class III Rehabilitation (load related) Class IV Rehab. w/ Reconst. Class V Reconstruction
80-70 80-70 80-70 70-50 70-50 50-25 25-0
Concrete Segments: Class I Crack Treatment Surface Treatment Restoration Treatment Class II Light Rehab/Rejuv. Class III Rehabilitation (load related) Class IV Rehab. w/ Reconst. Class V Reconstruction
80-70 80-70 80-70 70-50 70-50 50-25 25-0
Cost Sq Ft.
*Cost/ sq yd
Treatment Name:
$ $ $ $ $ $
0.72 1.89 1.72 2.00 3.11 5.56
$ $ $ $ $ $
6.50 17.00 15.50 18.00 28.00 50.00
Do Nothing Rejuvenation Seal Mill & Overlay Thin Overlay Mill & Overlay Mill & Overlay w/Base repairs Reconstruction and/or Pulv. & Pave
$ $ $ $ $ $
0.53 1.81 1.39 1.83 2.28 4.44
$ $ $ $ $ $
4.75 16.25 12.50 16.50 20.50 40.00
Do Nothing Rejuvenation Seal Mill & Overlay Thin Overlay Mill & Overlay Mill & Overlay w/Base repairs Reconstruction and/or Pulv. & Pave
$ $
13.33 13.33
$ 120.00 $ 120.00
Do Nothing Do Nothing Do Nothing Do Nothing Do Nothing Recosntruct Structure (PCC) Recosntruct Structure (PCC)
* Cost is for purposes of budget needs and projections.
Appendix A: Page 1 of 1
Years between Year Between Number of surface crack seals Surface Seals seals before Overlay: 3
4
7 2
7 3
