City of Rialto
Legislation Text
File #: 21-0912, Version: 1, Agenda #: TAB3
For City Council Meeting [January 11, 2022]
TO: Honorable Mayor and City Council
FROM: Marcus Fuller, City Manager
Request City Council to: (1) Receive a Presentation on the City’sPavement Management Program; (2) Review and Approve the Revised List of City Streets Scheduled for Overlay and Reconstruction; (3) Authorize Staff to Coordinate with Adjacent Jurisdictions on Cooperative Agreements for Reconstruction of Eucalyptus Avenue and Lilac Avenue; (4) Adopt Resolution No. 7830 Amending the List of Projects Funded by SB-1: the Road Repair and Accountability Act of 2017; and (5) Authorize the Release of Request for Bids for the Fiscal Year 2021-2022 Street Rehabilitation Project, City Project No. 210804.
(ACTION)
BACKGROUND
Pavement Management Program
In 2007, the City began utilizing a Pavement Management Program (PMP) to systematically evaluate the condition of the City’sstreets. The PMP provides an objective method for inspecting and rating the condition of the City’sroadways based on a Pavement Condition Index (PCI) score. The PMP provides analysis of various pavement maintenance and rehabilitation strategies, and prioritizes and recommends pavement rehabilitation and maintenance to maximize results within available budget.
In 2008, the Public Works Department established a zoning system to provide a more efficient and systematic management of maintaining local residential streets by scheduling preventative maintenance, consisting of slurry seals and similar surface treatments. The zoning system established 5 zones, with each zone containing approximately 54 centerline street miles. A copy of the Zoning Map is included as Attachment 1.
The focus of the 5-Zone System was to identify phasing of slurry seal projects, but not necessarily the method to identify streets selected for reconstruction and overlay projects.
In 2013 the PMP was updated and on November 26, 2013, the PMP Update was presented to City Council. At that time, focused priority was given to reconstructing and improving the City’smajor arterials and secondary thoroughfares. Since 2013, the City has completed overlay and reconstruction projects on approximately 13 miles of streets, and completed preventative maintenance (slurry seals) on more than 99 miles of City streets. However, many City streets continue to deteriorate and require reconstruction and rehabilitation.
On that basis, to assess the continued deterioration of City streets, in January 2019 the City Council approved a professional services agreement with Bucknam Infrastructure Group, Inc., (Bucknam) to City of Rialto Printed on 1/6/2022Page 1 of 25
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approved a professional services agreement with Bucknam Infrastructure Group, Inc., (Bucknam) to prepare an update to the PMP. A draft of the PMP Update was prepared in February 2020, but until now has not been presented to the City Council. A copy of the 2020 PMP Update is included as Attachment 2.
The PMP Update provides a comprehensive overview of the City’s Street system, including an assessment of the pavement condition by PCI score for each street. The 2020 PMP Update identifies the following statistics:
· 280.1 miles of streets
· 1,888 individual segments of streets
· 58,527,366 square feet of pavement
The City’sstreet system is further classified by: (1) Alleys; (2) Local Residential Streets; and (3) Arterial/Collector Streets as follows
· Alleys: 8.4 miles; 895,295 square feet of pavement
· Local Residential Streets: 161.9 miles; 28,492,262 square feet of pavement · Arterial/Collector Streets: 109.8 miles; 29,139,809 square feet of pavement The classification is also represented by Figure 1.
The PMP Update is prepared by a professional engineering firm (like Bucknam) to assess the condition of all City streets, and using generally accepted methods, Bucknam identified and characterized different types of failures of each street segment to determine an overall pavement condition by a PCI score for the street segment. Typical pavement failures are identified and shown in the photos on the following pages. (Note, all the photos are provided in the PMP Update, examples are provided here showing pavement distresses and failures typical in Rialto).
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Bucknam performed a visual assessment of each street segment, identified typical distresses, estimated the percentage of each street segment with the distressed condition, and incorporated all of the data into the PMP that calculates the overall pavement condition by a PCI score for the street segment based on industry-accepted algorithms that predict the condition of asphalt pavement.
The PCI score is rated from 100 (perfect condition/new) to 0 (worst condition). Typically, streets rated with PCI score above 75 are in good condition, and may need some patching, crack-fill and slurry seal to improve the condition and extend the life of the pavement. Streets with PCI score 60 to 74 are in fair condition, but require additional maintenance, usually consisting of an asphalt overlay to improve the condition and extend the life of the pavement. Streets with PCI score less than 60 are at the point where additional maintenance beyond a simple overlay is warranted, and often require complete removal and reconstruction.
Table 1 identifies the PCI ranges and general pavement condition definitions utilized by the PMP.
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Table 1 - PCI Score Range / Description
The PMP Update identified an overall PCI score of 73.9 for the entire City street system, considered “Fair.”This compares to an overall PCI score of 67.3 identified in the prior 2013 PMP Update and reflects improved pavement condition due to the prior pavement maintenance (slurry seals) and overlay projects completed since 2013.
The following Table 2 identifies the average PCI score by type of street classification.
Table 2 - PCI Score by Street Classification
The 2020 PMP Update also provides the following distribution of overall pavement condition by PCI score and street classification as shown in the following Figures 2 through 4.
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Figure 2 - Arterial/Collector Street PCI Distribution
Figure 3 - Local Residential Street PCI Distribution
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Figure 4 - Alleys PCI Distribution
As shown in Figure 2, 59% of the City’sArterial and Collector streets are considered in Good and Very Good condition, with 41% in Fair or worse condition.
As shown in Figure 3, 58% of the City’sLocal Residential streets are considered in Good and Very Good condition, with 42% in Fair or worse condition.
As shown in Figure 4, only 20% of the City’salleyways are considered in Good and Very Good condition, with 80% in Fair or worse condition.
A list identifying every street segment in the City sorted by PCI score showing pavement condition from worst to best condition is provided as Attachment 2.
Asphalt pavement naturally deteriorates over time. Asphalt concrete pavement begins its life in good condition and remains in good condition for a few years, without the need of any maintenance. Over time, however, the condition of the street will worsen, and the rate at which its pavement condition deteriorates will increase dramatically as the street passes the 75% point of its life.
The two factors that most affect pavement deterioration is the traffic loading and weathering.
Therefore, a street with heavier traffic will deteriorate faster than a local residential street with lower volumes of traffic. Streets in a better climates like Rialto benefit from the absence of freeze-thaw conditions that lead to most deterioration of asphalt concrete pavement in other areas of the country.
As a street continues to deteriorate, the quantity and costs of maintenance also increases. Figure 5 on the next page is a typical pavement life cycle curve, shown as a graph of pavement condition versus time.
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Figure 5 - Typical Pavement Life Cycle
It is important to note in this figure is that as you follow the deterioration curve over time, the first 40% drop in quality occurs over the first 75% of the street pavement’slife, while the next 40% drop in quality happens rather quickly in the following 5-6 years. The pavement treatments for streets in the “Satisfactory”category is significantly less expensive than the costs for pavement treatments further along the deterioration curve, in the “Poor” and “Very Poor” categories.
The PMP Update identified several budget scenarios using different 5-year budget amounts to predict how the City’s overall pavement condition would improve, and conversely how the backlog of deferred maintenance would decrease. Using a 5-year budget of $38.3 million was found to increase the City’s overall PCI score to 80 while decreasing the cost of deferred maintenance $21.3 million.
The PMP Update identified a need to budget $5.1 million annually just to preserve the City’soverall pavement condition at PCI score of 74.
The PMP Update suggested a stronger focus should be placed on budgeting funds for maintenance of Local Residential Streets “due to the simple fact that the Local network currently has lower overall conditions compared to the arterials.”However, that suggestion does not consider the City Council’s priority of allocating its limited funding for street maintenance to streets carrying higher volumes of traffic over streets carrying lower volumes of traffic. Staff also notes that the PMP Update itself showed that 41% of the City’sArterial and Collector streets are considered in Fair or worse condition as compared to 42% for Local Residential streets.
Previously Approved List of Street Overlay Projects - SB1 Gas Tax Senate Bill 1 (SB 1), the Road Repair and Accountability Act of 2017 was passed by the Legislature and signed into law in April 2017 to address the significant multi-modal transportation funding shortfalls statewide. This was identified as the “NewGas Tax”and established a new source of state funding through the Road Maintenance and Rehabilitation Account (RMRA). Pursuant to the provisions of SB 1, the City must annually identify eligible street maintenance projects to be funded City of Rialto Printed on 1/6/2022Page 12 of 25
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provisions of SB 1, the City must annually identify eligible street maintenance projects to be funded with SB 1 for review and approval by the state.
Annually, since 2018, Staff has identified a list of streets for pavement rehabilitation to be funded in part with the new Gas Tax funds through SB 1. The amount of SB 1 New Gas Tax revenue has increased annually from $1.8 million in Fiscal Year 2018/2019 to $2.1 million in Fiscal Year 2021/2022. This list of streets was presented to City Council and adopted by Resolution for submittal to the California Transportation Commission.
At that time, Staff was following the Zoning Map (Attachment 1) and identified many Local Residential streets for overlay/reconstruction on the basis that the pavement condition was not suitable for slurry seal. Also, the City generally has moved from south to north through Zone 5 (South) to Zone 1 (North), and had previously completed slurry seal projects in the southerly portion of the City (Zones 4 and 5). The list of previously identified streets included mostly Local Residential streets with selected Arterial and Collector streets and is included as Attachment 3. A map showing the locations of these streets is provided as Attachment 4. As shown on the map, the selected streets were located all north of Foothill Boulevard in Zones 1, 2 and 3 of the Slurry Seal Zoning Map, and had varying pavement condition. Further, there were many other streets in each of those Zones (and in Zones 4 and 5) that have a pavement condition worse than some of the streets previously identified.
ANALYSIS/DISCUSSION:
The City Council has placed a priority on completing pavement repairs on City streets. The City Manager was made aware of the fact that for the last several years the City has not yet delivered a major pavement repair project. The City Manager reviewed the proposed list of streets shown in Attachments 3 and 4, and questioned the method of identifying these streets in the context of the City Council’spolicy of prioritizing streets based on streets carrying higher volumes of traffic and also on the basis of overall pavement condition demonstrated by the PCI score.
The City Manager’s experience with street rehabilitation and reconstruction projects has demonstrated that it is cost-effective to recycle the existing asphalt concrete and perform “Full-Depth Reclamation”(or FDR) where the existing asphalt concrete pavement and underlying base materials is pulverized in place to reconstruct and compact the street followed by construction of convention asphalt pavement overlay.
Street reconstruction through the FDR process with large volume projects historically have had costs in the range of approximately $3 to $5 per square foot.
The following Figure 6 provides a general overview of the type of street rehabilitation recommended for streets with a general pavement condition by PCI score range.
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Figure 6 - Street Rehabilitation Types / Costs
Streets with a pavement condition that has failed and up to a PCI score of 60 are best suited for reconstruction through the FDR process. In reviewing the PMP Update, there are 335 individual street segments (approximately 52.9 miles of streets) with a total pavement surface area of 10.5 million square feet. At an estimated cost of $3 to $5 per square foot the total cost of street reconstruction is estimated at $31.5 million to $52.5 million.
Streets with a pavement condition with PCI score between 61 to 70 are best suited for surface treatment (usually mill/grind of existing asphalt and new asphalt overlay). In reviewing the PMP Update, there are 252 individual street segments (approximately 39.2 miles of streets) with a total pavement surface area of 8.2 million square feet. At an estimated cost of $1 to $2.50 per square foot the total cost of street resurfacing is estimated at $8.2 million to $20.5 million.
Streets with a pavement condition with PCI score between 71 to 85 are best suited for crack sealing with slurry seal treatment. In reviewing the PMP Update, there are 887 individual street segments (approximately 114 miles of streets) with a total pavement surface area of 23 million square feet. At an estimated cost of $0.50 per square foot the total cost of slurry seal treatment is estimated at $11.5 million.
The total cost of all anticipated street reconstruction, rehabilitation, overlay and slurry seal treatment is estimated at a range of $51.2 million to $84.5 million.
One of the important considerations in selecting streets for maintenance is the classification of the City of Rialto Printed on 1/6/2022Page 14 of 25
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One of the important considerations in selecting streets for maintenance is the classification of the street as Arterial and Collector Streets carry higher volumes of traffic vs. Local Residential Streets.
The City’sGeneral Plan Circulation Map identifies the various classification of streets, with Arterial Streets shown in Red, Light Blue, Dark Blue, Gold, Brown, Pink and Green; and Collector Streets shown in Purple in Figure 7. A full copy is also provided as Attachment 5.
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Figure 7 - General Plan Circulation Map
Given the total estimated cost of deferred street maintenance, selecting the streets for reconstruction, rehabilitation or overlay and slurry seal will require consideration of both the pavement condition by PCI score as well as the Street Classification.
In reviewing the PMP Update, Staff has prepared the following Table 3 showing the general condition of the City’s Major Arterial Streets by an area averaged PCI score for the roadway segment.
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Table 3 - Major Arterial Street PCI Scores
In reviewing Table 3, Staff notes that the Major Arterial Streets are in generally good condition with the following exceptions:
· Riverside Avenue (Segment 6 - I 10 to South City Limit) has worst overall condition at average PCI Score of 51. The City is finalizing plans for reconstruction of this segment for bidding early next year.
· Pepper Avenue has the next worst overall condition at average PCI Score of 60. On November 10, 2020, the City Council approved a Cooperative Agreement with the City of San Bernardino related to the Pepper Avenue Street Rehabilitation Project (Baseline Road to Merrill Avenue). San Bernardino is the lead agency and will deliver this project. · Cedar Avenue has the next worst overall condition at average PCI Score of 63. Staff is proposing to include Cedar Avenue in the Revised List of City Streets Scheduled for Overlay and Reconstruction.
· Riverside Avenue (Segment 2 - SR 210 to Foothill Boulevard) has the next worst overall condition at average PCI Score of 70. The City Council has awarded a construction contract to reconstruct this segment with work scheduled to start early next year. · Riverside Avenue (Segment 4 - Metrolink Tracks to San Bernardino Ave.) has the next worst overall condition at average PCI Score of 73. The City Council provided direction to the City Manager to program reconstruction of this segment and to negotiate a contract with the City’s consultant to prepare design plans. Design is scheduled to be completed by March 2022, followed by bidding with work to start next summer.
Staff further evaluated individual segments of Major Arterial Streets to identify specific segments that have poorer condition and warrant rehabilitation and reconstruction. This list includes the following segments:
· Cactus Avenue: City Limit to Walnut Avenue; PCI = 54
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· Cedar Avenue: Etiwanda Avenue to Rialto Avenue; PCI = 52 to 55 · Cedar Avenue: Merrill Avenue to Randall Avenue; PCI = 48 · Rialto Avenue: Maple Avenue to Linden Avenue; PCI = 59 In reviewing the PMP Update, Staff has prepared the following Table 4 showing the general condition of the City’s Secondary Arterial Streets by an area averaged PCI score for the entire roadway segment.
Table 4 - Secondary Arterial Street PCI Scores
In reviewing Table 4, Staff notes that the Secondary Arterial Streets are in generally Fair or better condition except for Santa Ana Avenue and Walnut Avenue. Staff is proposing to include Santa Ana Avenue and Walnut Avenue in the Revised List of City Streets Scheduled for Overlay and Reconstruction.
Staff further evaluated individual segments of Secondary Arterial Streets to identify specific segments that have poorer condition and warrant rehabilitation and reconstruction. This list includes the following segments:
· Casa Grande Drive: Alder Avenue to Locust Avenue; PCI = 55 · Linden Avenue: Riverside Avenue to Persimmon Avenue; PCI = 53 · Linden Avenue: Norwood Street to Casmalia Street; PCI = 49 to 56 · Locust Avenue: Riverside Avenue to Casmalia Street; PCI = 18 to 61 · Maple Avenue: West Coast Blvd. to Summit Avenue; PCI = 60 · Maple Avenue (East Half): Baseline Road to Etiwanda Avenue; PCI = 40 (Note this segment is shared with Fontana, but only the easterly portion in Rialto is recommended)
· Merrill Avenue: Riverside Avenue to Eucalyptus Avenue; PCI = 45 to 59 · Santa Ana Avenue: Lilac Avenue to Riverside Avenue; PCI = 8 to 14 In reviewing the PMP Update, Staff has prepared the following Table 5 showing the general condition of the City’s Collector Streets by an area averaged PCI score for the entire roadway segment.
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Table 5 - Collector Street PCI Scores
In reviewing Table 5, Staff notes that some of the Collector Streets are in poorer condition, with some Collector Streets a shared roadway with San Bernardino County (affects segments of Bohnert Avenue, Casmalia Street, Eucalyptus Avenue, Lilac Avenue, Linden Avenue, Maple Avenue, Spruce Avenue, and Sycamore Avenue). Staff further evaluated individual segments of Collector Streets to identify specific segments that have poorer condition and warrant rehabilitation and reconstruction.
This list includes the following segments:
· Acacia Avenue: Rialto Avenue to Merrill Avenue; PCI = 55 · Bohnert Avenue: Ayala Drive to Cactus Avenue; PCI = 28 to 35 · Bohnert Avenue: Linden Avenue to Cedar Avenue; PCI = 58 (Note this segment is shared with San Bernardino County and a future sewer line extension is required; reconstruction of the street is deferred at this time pending coordination with San Bernardino County on sewer line extension) · Bohnert Avenue: Cedar Avenue to Ayala Drive; PCI = 60 · Easton Street: West of Brampton Avenue to City Limit; PCI = 45 to 47 · Etiwanda Avenue: Maple Avenue to Cedar Avenue; PCI = 57 to 62 · Etiwanda Avenue: Cactus Avenue to Willow Avenue; PCI = 42 to 61 · Etiwanda Avenue: Sycamore Avenue to Eucalyptus Avenue; PCI = 59 to 62 · Eucalyptus Avenue: Walnut Avenue to Baseline Road; PCI = 49 · Eucalyptus Avenue: Rialto Avenue to Carter Street; PCI = 22 to 50 (Note this segment is shared with City of San Bernardino) · Eucalyptus Avenue: Etiwanda Avenue to Foothill Boulevard; PCI = 45 (Note a portion of this segment is shared with City of San Bernardino) · Lilac Avenue: Easton Street to Walnut Avenue; PCI = 31 to 48 (Note a portion of this segment is shared with San Bernardino County) · Lilac Avenue: Foothill Blvd. to Rialto Avenue; PCI = 62 · Meridian Avenue: Baseline Road to Madrona Road; PCI = 36 · Randall Avenue: Riverside Avenue to Sycamore Avenue; PCI = 62 City of Rialto Printed on 1/6/2022Page 19 of 25
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· Santa Ana Avenue; Riverside Avenue to East End; PCI = 17 · Summit Avenue; Maple Avenue to Cedar Avenue; PCI = 40 to 56 · Sycamore Avenue; Etiwanda Avenue to Foothill Blvd; PCI = 39 to 42 · Sycamore Avenue; Wilson Street to Randall Avenue; PCI = 63 Based on this analysis, the Revised List of City Streets Scheduled for Overlay and Reconstruction includes 52 individual street segments (15.2 miles) with a total pavement surface of 3.5 million square feet. The Revised List is included as Attachment 6, and a Map showing the location of the selected streets is included as Attachment 7.
Using a conservative cost estimate of $5 per square foot, the cost to reconstruct and rehabilitate all the identified streets through the FDR process is $17.5 million in addition to construction administration/inspection costs of $2.625 million for a total cost of $20.125 million. However, given the economy of scale and quantity of work, Staff anticipates competitive pricing that may reduce the overall cost.
Coordination with Adjacent Jurisdictions on Jointly Owned Roadways The Revised List includes several roadway segments that are jointly owned either by Fontana, the City of San Bernardino, or San Bernardino County. The streets identified by Staff in the Revised List include the classification streets carrying higher volumes of traffic and are among the worst condition of those streets. Staff is recommending that the City Council authorize Staff to coordinate with the adjoining jurisdiction on a Cooperative Agreement to allow the City of Rialto to take the lead in delivering the roadway reconstruction with Rialto repaid for the fair share of the adjoining jurisdiction’s cost.
Specifically, the following streets will require a Cooperative Agreement:
· Eucalyptus Avenue: Rialto Avenue to Carter Street; PCI = 22 to 50 · Eucalyptus Avenue: Etiwanda Avenue to Foothill Boulevard; PCI = 45 These roadway segments are in poor condition and are shared equally with the City of San Bernardino. A sewer line extends in this roadway.
· Lilac Avenue: Easton Street to Walnut Avenue; PCI = 31 to 48 This roadway segment is in poor condition and is shared equally with San Bernardino County. A sewer line extends in this roadway.
The Full Depth Reclamation (FDR) Process
It is important to understand how the FDR Process works and the temporary impacts to residents and businesses along the roadways selected for reconstruction through the FDR Process. The entire roadway will be pulverized in place by a machine that will mill and grind the asphalt pavement and mix these grindings into the underlying subgrade to prepare a new compacted roadway incorporating the milled and ground asphalt pavement. Figure 8 shows the pulverization machine typically used in this process.
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Figure 8 - Pulverization Equipment
Following the pulverization, the subgrade is prepared. Traffic can continue to use these roadways with the Contractor providing appropriate traffic control and dust control measures.
Figure 9 shows a street that has been pulverized with the subgrade being prepared for compaction.
Figure 9 - Roadway Pulverization
Once the roadway is complete compacted to the required specifications, traffic can continue to use it until the Contractor is prepared to construct the new asphalt concrete pavement. Figure 10 shows a roadway that has been pulverized, prepared and compacted that is ready for construction of asphalt City of Rialto Printed on 1/6/2022Page 21 of 25
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concrete pavement.
Figure 10 - Roadway Preparation
Figure 11 shows the completion of the FDR Process on a street where one portion was completely pulverized with new subgrade preparation and new asphalt concrete pavement.
Figure 11 - Roadway Completion
With the City Council’sapproval of the Revised List, Staff will prepare the final specifications for the work. As the entire street will be reconstructed, the City is also required to remove and replace or City of Rialto Printed on 1/6/2022Page 22 of 25
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work. As the entire street will be reconstructed, the City is also required to remove and replace or upgrade all curb ramps. As noted, most of these streets will be constructed using the Full-Depth Reclamation (FDR) Process that will completely pulverize the existing asphalt concrete pavement, mix the grindings with the subgrade, recompact the roadway for construction of new asphalt concrete overlay. Staff will also evaluate whether some of the selected streets are better suited for grind and overlay.
Finally, Staff is reviewing with Veolia and West Valley Water District the age and condition of any water lines extending through the identified streets. Based on this review, it may be necessary to defer street reconstruction on any streets with older water lines susceptible to failure due to the FDR process.
ENVIRONMENTAL IMPACT:
Section 21084 of the California Public Resources Code requires that the guidelines for implementation of the California Environmental quality (CEQA) include a list of classes of projects that have been determined not to have a significant effect on the environment and which shall, therefore, be exempt from the provisions of CEQA. In response to that mandate, the Secretary for Resources identified classes of projects that do not have a significant effect on the environment and are declared categorically exempt from the requirement for the preparation of environmental documents. In accordance with 14 CCR Section 15301 “ExistingFacilities”,Class 1 projects consist of the repair, maintenance, or minor alteration of existing structures and facilities; therefore, the 2020/2021 Street Overlay & Reconstruction Project (Residential Community Road - Collectors), City Project No. 210804 is considered categorically exempt from CEQA. Staff will prepare and file a Notice of Exemption for the project.
GENERAL PLAN CONSISTENCY:
This action is consistent with Guiding Principle 3A in the General Plan:
Our City government will lead by example, and will operate in an open, transparent, and responsive manner that meets the needs of the citizens and is a good place to do business.
Approval of this action also complies with the following City of Rialto General Plan Goals and Policies:
Goal 4-1: Provide transportation improvements to reduce traffic congestion associated with regional and local trip increases.
Policy 4-1.1: Establish and maintain standards for a variety of street classifications to serve both local and regional traffic, including Major Arterial Highways, Major Arterials, Secondary Arterials, Collector Streets, and Local Streets.
LEGAL REVIEW:
The City Attorney has reviewed and supports this staff report and resolution.
FINANCIAL IMPACT:
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Operating Budget Impact
The proposed action will not affect the Operating Budget.
Capital Improvement Budget Impact
Street maintenance is generally funded from Measure I Sales Tax, Gas Tax, SB 1 New Gas Tax, and Pavement Maintenance Fees. In the Fiscal Year 2021/2022 budget, the City expects to receive the following revenue for street maintenance projects:
· Measure I Sales Tax: $1.9 million
· Gas Tax: $1.8 million
· SB 1 New Gas Tax: $2.1 million
· Pavement Maintenance Fee: $2.4 million
$8.2 million
These funds are used to provide local match to various state or federally grant funds, and a variety of maintenance projects. The current balance available for new expenditures (funds accumulated and carried forward) include the following:
· Measure I Sales Tax: $6.6 million
· Gas Tax: $3.6 million
· SB 1 New Gas Tax: $5.8 million
· Pavement Maintenance Fee: $7.7 million
$23.7 million
Previously, the City Council budgeted $16 million for reconstruction of Riverside Avenue in 2 segments: SR 210 south to Foothill Boulevard; and I-10 south to the City limits.
Also, on November 10, 2020, the City Council approved a Cooperative Agreement with the City of San Bernardino related to t2he Pepper Avenue Street Rehabilitation Project (Baseline Road to Merrill Avenue). San Bernardino is taking the lead to deliver this project with an original estimated cost of $5.9 million of which $2.6 million is Rialto’sshare. As San Bernardino finalizes the plans for this work, it is anticipated the cost may increase and Staff recommends increasing the City’sshare for this project by $1 million.
The remaining $4.1 million is programmed for reconstruction of other streets.
Recently, the City Council directed Staff to reconstruct the third segment of Riverside Avenue from the Metrolink tracks south to San Bernardino Avenue - a budget of $6 million is proposed for this segment.
On October 26, 2021, the City Council received a presentation on the General Fund Ending Fiscal year 2020-2021 Report and approved amending the Fiscal Year 2021/2022 Budget to appropriate $10 million for street paving repairs, of which $6 million is programmed for the third segment of Riverside Avenue (Metrolink south to San Bernardino Avenue), leaving $4 million programmed for other streets.
Also on October 26, 2021, the City Council approved the appropriations of the City’s$29,373,105 in Coronavirus State and Local Fiscal Recovery (SLFR) Funds and has appropriated $10 million for City of Rialto Printed on 1/6/2022Page 24 of 25
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street paving repairs.
The budget available for the Fiscal Year 2021-2022 Street Rehabilitation Project, City Project No. 210804, is $18.1 million.
At a conservative cost estimate of $5 per square foot, the cost to reconstruct and rehabilitate all the identified streets through the FDR process is $17.5 million in addition to construction administration/inspection costs of $2.625 million for a total cost of $20.125 million. However, it is possible competitive bid pricing may allow for a reduced cost within budget. In the event the low bid exceeds available budget, the Revised List of streets will be reduced by deferring reconstruction of the Collector Streets with the highest PCI scores.
Licensing
The proposed action will not require payment of a business license tax.
RECOMMENDATION:
Staff recommends that the City Council:
1) Receive a Presentation on the City’s Pavement Management Program; 2) Review and Approve the Revised List of City Streets Scheduled for Overlay and Reconstruction;
3) Authorize Staff to Coordinate with Adjacent Jurisdictions on Cooperative Agreements for Reconstruction of Eucalyptus Avenue and Lilac Avenue;
4) Adopt a Resolution Amending the List of Projects Funded by SB-1: the Road Repair and Accountability Act of 2017; and
5) Authorize the Release of Request for Bids for the Fiscal Year 2021-2022 Street Rehabilitation Project, City Project No. 210804
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25 DRAFT FINAL REPORT
FISCAL YEAR 2019 UPDATE OF CITYWIDE
PAVEMENT MANAGEMENT PROGRAM
(WITH FORECAST MAINTENANCE FOR FY 2020/21 – 2024/25)
Submitted to:
City of Rialto, CA
February 10, 2020
Rev2 2/13/20
26 February 10, 2020
Mr. Jeffery Schafer, P.E.
Associate Civil Engineer
City of Rialto
335 W. Rialto Avenue
Rialto, CA 92376
Subject: FY 2019 Final Report - Pavement Management Program
Dear Jeff:
As part of the FY 2019 update of the Citywide Pavement Management Program for the City of Rialto, Bucknam Infrastructure Group, Inc. is pleased to submit the Final Report for the Pavement Management Program.
The information contained in this report was used to develop the recommended improvement program for the pavement network. The report covers the following categories:
• Executive Summary, Findings and Recommendations (Section I)
• Pavement Management Program Development and Reporting (Section II)
• Pavement Conditions For Each Segment in the Network (PCI Report – Section III) The Pavement Condition Index report shows the present condition of each street in the pavement network. In addition, the report shows the basic geometry of each street segment.
• Forecasted Maintenance Report (Projected Projects based on those Strategies – Section IV) The Forecasted Maintenance Report projects the street maintenance activities required for the next five years, broken down to show maintenance levels for all streets. The forecast maintenance report included is sorted by functional classification and fiscal year.
a. Recommended Maintenance and Repair Strategies
The recommended maintenance and repair strategies were used to generate the Forecasted Maintenance Report and were based on our winter 2019 inspections.
Additionally, we have assessed and incorporated unit cost and maintenance application practices/types with our strategies.
27 Our thorough analysis of previous and current Rialto PMP strategies enabled our staff to make proactive recommendations to the City’s pavement CIP. As stated by the City, specific arterial and residential rehabilitation projects are scheduled for design and construction for the next five years.
All comments received from the City have been incorporated in the reports that follow. All of the City’s issues and needs that were brought to our attention are included in the report. It has been a pleasure working with you and the City on updating your Pavement Management Program. We look forward to the continued success of this project and future teamwork with City staff.
Sincerely,
Bucknam Infrastructure Group, Inc.,
Peter J. Bucknam
Project Manager
Infrastructure Management – GIS Services
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2019 Citywide Pavement Management Program
Final Report – February 10, 2020
TABLE OF CONTENTS
I. Executive Summary
A. Summary of City’s Pavement Network
B. Current Citywide Conditions
C. Annual Budget Projections
D. Quality Control Efforts
E. Findings and Recommendations
II. Pavement Management System-Capital Improvement Program A. Summary of PMP Project
B. Maintenance / Rehabilitation Strategy Assignment Table C. Annual CIP/M&R Work Program Projections
III. Pavement Condition Index (PCI) Reports
A. PCI Report – Data Definitions
B. Citywide Rialto PCI Map - 2019
C. PCI Report; Sorted by Street Name (A to Z)
D. PCI Report; Sorted by PCI (0-100)
IV. Forecast Maintenance Report
A. Recommended Arterial (2020-2025)
B. Recommended Local (2020-2025)
Appendix A
A. Maintenance / Rehabilitation Strategy Development
B. Condition Distribution Report
C. Calculation of PCI
D. Sample AC/PCC Distress Photos
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Table and Figure Reference Page #
Figure 1 – Pavement Area (by SF) – All Ranks Sec 1-2 Figure 2 – Rialto Historical PCI Trends (2014-2019) Sec 1-4 Figure 3 – PCI Distribution (by Section Mi.) for All Streets Sec 1-4 Figure 4 – Sample Pavement Life Cycle Sec 2-1
Figure 5 – Resulting Network PCI ($34.6 Million /5yr Budget) Sec 2-7 Figure 6 – Resulting Network PCI (Increase PCI Budget) Sec 2-9 Figure 7 – Resulting Network PCI (Maintain Budget) Sec 2-11 Figure 8 – 2019 Rialto PCI Map Sec 3-4
Figure 9 – PCI Calculation Worksheet App A-4
Figure 10 – Arterial/Collector Condition Distribution App A-6 Figure 11 – Local Condition Distribution App A-6
Figure 12 – Alley Condition Distribution App A-7
Figure 12 – Sample Distress Photos – Recommended Treatment App A-8
Table 1 – Historical Rialto Weighted PCI Tracking (2014-2019) Sec 1-3 Table 2 – PCI Range Distribution by Segment Sec 1-4 Table 3 – Citywide Projection Utilizing $34.6 Million / 5Yr Budget Sec 1-6 Table 4 – Necessary Annual Funding to Increase PCI to 80 Sec 1-7 Table 5 – Necessary Annual Funding to Maintain PCI at 74 Sec 1-7 Table 6 – PCI Range Sec 2-2
Table 7 – Maintenance / Rehabilitation Strategy Assignment Table Sec 2-3 Table 8 – Citywide Projection Utilizing $34.6 Million / 5Yr Budget Sec 2-6 Table 9 – Necessary Annual Funding to Increase PCI to 80 Sec 2-8 Table 10 – Necessary Annual Funding to Maintain PCI at 74 Sec 2-10
Acronym Listing
American Society for Testing and Materials (ASTM)
Army Corps of Engineers (ACOE)
Asphalt Concrete (AC)
Asphalt Rubber Hot Mix (ARHM)
Average Daily Traffic (ADT)
Capital Improvement Program (CIP)
Geographic Information System (GIS)
Government Accounting Standards Board Statement 34 (GASB 34) Ground Penetrating Radar (GPR)
Maintenance and Repair (M&R)
Pavement Condition Index (PCI)
Pavement Management Program (PMP)
Portland Cement Concrete (PCC)
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Final Report – February 10, 2020 Section I
SECTION I
EXECUTIVE SUMMARY
2019 UPDATE OF PAVEMENT MANAGEMENT PROGRAM
This report reflects the continued dedication and proactive management of the City’s Pavement Management Program (PMP); the last major update to the City’s PMP was performed in 2013. As the City of Rialto continues to show limited growth with its population, demographics, infrastructure and maintenance needs, the street network has been running parallel as the system matures and capital street projects widen streets. Today, the C ity is currently using the Metropolitan Transportation Commission PMP software, StreetSaver, to manage the street network. This system is essential in that it assists Rialto staff in capturing funding for its arterial street system as well as cost-effectively manages the local network through proactive maintenance and scheduling. Under this project, the City has incorporated the development of a unique Pavement Management – GIS layer that will assist the City in spatially analyzing pavement conditions and other attribute information that resides in the StreetSaver database.
One of the key purposes of the PMP is to identify the greatest return on Rialto investments by combining pavement field condition data with annual budget allocations. T he StreetSaver computer model ing forecasts street conditions based on short-term and long-term budget scenarios (typically 5-years). This develops a potential roster of projects for the City to consider as well as demonstrates resulting return- on-investments (ROI’s) . The new PMP document incorporates a project forecasting methodology developed by Bucknam and Rialto staff which utilizes the City’s planned budgets for pavement maintenance and rehabilitation projects. This methodology included:
• Follow PMP recommendations;
• Group segments to improve complete street corridors (avoid piecemeal rehabilitation); • Give priority to streets with higher traffic volume and/or important corridors in the City; • Address condition of Local streets where slurry seal alone is not sufficient; • Address streets with high maintenance requests (potholes); • Prioritize improvement that involves partnership with neighboring cities/entities; • Prioritize improvement of grant opportunities; and
• Prioritize streets impacting the City ATP priority of Bike facilities
By annually using the PMP as one of its primary budgetary planning tools, Rialto staff has been successful in achieving measurable improvements in the condition of the City’s network of streets. The continuously upward-trend in pavement condition has certainly been the result of not only an ongoing commitment by the City Council in providing the necessary funding for Pavement Management within the City’s annual budgets but also proper selection by staff.
The Rialto PMP has been updated to assist City personnel by providing current data on the City’s street network and to develop cost-effective maintenance strategies to maintain a desirable level of pavement service and performance on a network scale . In turn, this will optimize the expenditure of limited fiscal resources. The FY 2019 project consisted of inspecting over 280 miles of streets as well as assisting in updating the City’s Pavement 5-Year Capital Improvement Program (CIP). The updated PMP report has identified recommendations and deficiencies in the current operating and maintenance efforts put forth by the City. Specifically, the program provides administrators and maintenance personnel with:
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• the present condition status of the pavement network ( all streets), as a whole and of any grouping or individual component within the City (arterial, collector, etc.); • a ranked list of all streets, or segments of streets, by condition within the network; • rehabilitation/maintenance needs of each street segment by year; • an optimized priority maintenance and rehabilitation program based on cost/benefit analysis and various levels of funding;
• optimum annual budget levels for pavement maintenance for the curren t and the following five (5) years;
• prediction of the future performance of the City’s pavement network and each individual street section;
• updated PMS data to assist the City with Government Accounting Standards Board Statement (GASB 34) compliance; and
• pavement condition data and analysis presented in ArcGIS and within the City’s GIS Enterprise
Pavement is a dynamic structure where deterioration is constantly occurring; thus the pavement management system needs to be updated on a regula r basis to reflect these changes in pavement conditions, pavement maintenance histories, and maintenance strategies based upon budgetary constraints. In our approach to develop the City’s forecasted maintenance recommendations we worked with Rialto staff in identifying unit costs for all maintenance practices used on an annual basis. Currently, based upon the City’s maintenance practices and their associated unit costs, the total replacement value of the Rialto pavement network is $ 467,176,100. This value clearly indicates that the City’s pavement network is the most valuable and essential asset to Rialto. The City’s use of slurry /cape seal, ARHM Overlay and reconstruction practices are typically applied at a five year, ten year and 25 year frequency respectively. These frequencies are typical but the City may see increases in deterioration rates due to environmental, load and high average daily traffic (ADT) volumes. For example, high ADT volumes along one of Rialto’s arterial streets will increase deterioration rates for a previously applied AC Overlay compared to a small local street. These deterioration rates are monitored through frequent inspections and functional class deterioration analysis within the City’s PMP database.
This report reflects our findings and recommendations for the PMP and the current state of the City’s pavement network. Furthermore, we have recommended detailed funding and maintenance strategies for the arterial/collector and residential networks for next five (5) years.
SUMMARY OF CITY’S PAVEMENT NETWORK
The City of Rialto is responsible for maintaining
approximately 1,888 pavement segments within
its jurisdiction ( 58,527,366 square feet of
pavement); there are approximately 280.1 section
miles of streets within the network (these totals
include alley sections ). The Arterial / Collector
network consists of 29,139,809 SF of pavement
Figure 1
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totaling in 109.8 section miles. The Residential network consists of 28,492,262 SF of pavement totaling in 161.9 section miles. The Alley network accounts for 8.4 miles and 895,295 SF.
The City’s pavement network is broken down into manageable groups that have similar characteristics, such as pavement rank, surface type and logical segmentation. Pavement segments are identified by their branch and section numbers. Pavement “branches” that have a common usage, such as Baseline Rd., defines a “branch” within StreetSaver. Pavement “sections” are pavement segments within a designated branch that has consistent pavement rankings, construction/maintenance histories and use.
Representative inspection samples are then selected and visually surveyed to locate distress data. This data is used to calculate the section Pavement Condition Index (PCI) which includes distress type, distress extents and severities.
The PCI is a condition rating that ranges from 100 (a new pavement section or recently overlaid or reconstructed) to 0 for a section that has structurally failed and deter iorated dramatically. Weighted average PCI = pavement section PCI * its area / by the total square footage of the specific network or pavement area. Table 1 summarizes the conditions found within the Rialto network.
The weighted average PCI for the City’s Arterial / Collector network is 75.3 (67.7 in 2013)
The weighted average PCI for the City’s Local network is 73.3 (68.0 in 2013)
The weighted average PCI for the City’s Overall network (excluding alleys) is 74.3 (66.8 in 2013)
The weighted average PCI for the City’s Overall network (including alleys is 73.9 (67.3 in 2013)
The weighted average PCI for The City’s Alley network is 51.5 (33.0 in 2013)
CURRENT CITYWIDE CONDITIONS
The overall condition of the City’s network is “ Fair” with a weighted average PCI of 74.3 based on the conditions and surface areas found within each segment; this calculation does not include alley sections.
With alleys included, the citywide PCI is 73.9. Based upon these findings, comparing the PCI conditions reported to the City in the 2013, the City’s PCI rating has increased from 67.3 to 73.9; this is a 10% conditional increase. Shown below is a historical performance track of Rialto’s weighted PCI’s.
Table 1 – Historical Rialto Weighted PCI Tracking (2013-2019) 33 City of Rialto Page 4
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Final Report – February 10, 2020 Section I
The distribution of the City’s overall pavement network is shown in Appendix A, page 5 of this report (Condition Distribution).
Table 2 – PCI Range Distribution by Segment
The condition ranges shown above
are defined by the ASTM D6433-18
“Standard Practice for Roads and
Parking Lots Pavement Condition
Index Surveys”. A network is
considered to be “in preventive
condition status” when 55% to
60% of the network falls within the
Very Good to Good condition
categories. Rialto’s network
currently shows 57.2% of its
sections within these PCI ranges.
Figure 3 – PCI Distribution (by Section Mi.) for All Streets Figure 2
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In order to sustain t hese conditions the proper amounts of overlay rehabilitation and slurry seal maintenance needs to be budgeted for and performed across all areas of the pavement network over the next five years.
As shown in Table 2, over 68.6% of the City’s network falls within the good, fair and poor condition categories based on PCI, highlighting the need for proper funding and implementation of proactive overlay rehabilitation projects. More overlay rehabilitation activity will increase the City’s overall weighted PCI while reducing deferred maintenance costs in future fiscal years. Overlay projects applied to appropriate, qualifying segments is necessary to maintain the City’s network at a preventative condition status as described above.
• Regarding the Local network the overall PCI has increased by 8% since 2013.
Detailed conditional analysis combined with maintenance recommendations by PCI (based on Appendix A, pages 2 – 3) show that 61% (98.1 miles) of the local pavement network requires slurry / cape seal maintenance activity while 24% (38.3 miles) requires overlay rehabilitation of full reconstruction. We highly recommend that the City continues to utilize its neighborhood/zone approach where projects are schedule in large groupings in order to save on costs for PS&E, construction logistics and management.
o With the high amount of local sections needing M&R the City should proactively appropriate more funding to the local street network in order to increase the overall condition of the locals. Due to the size of the Local network and its age it will continue to be a major contributor to the high amount of deferred M&R unless additional pavement funding is appropriated.
• Regarding the Arterial network, over the past several years the overall PCI has increased almost 11%. This is due to the considerable amount of arterial CIP overlay projects that have been applied to the network since 2014. However, with the overall PCI still in the mid 70’s, proactive planning and application of new overlay projects needs to continue on the arterial network for the next five plus years.
o Arterial / Collector data show that 35% ( 38.1 miles) of the pavement network requires slurry seal maintenance activity while 28% (30.8 miles) requires overlay rehabilitation or full reconstruction
• With the supplement of SB1/ RMRA, Gas Tax Prop. 42, and Measure I monies coming to the City this fiscal year additional projects can now be scheduled and expedited.
Overall, these findings are positive in that the amount of preventative maintenance /rehabilitation revenues to mainta in the network is not overbearing or detrimental to the system as a whole. Cost efficient preventative maintenance with the combination of increased overlay funding should be the 35 City of Rialto Page 6
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focus of the PMP for the next several years.
As large overlay and rehabilitation projects are considered for funding, the City should also consider using sub-surface data such as coring data, R-Values, structural design, distress severities and extents as parameters for determining whether a pavement section that lies within the Fair to Very Poor condition range should be overlaid or reconstructed.
Bucknam developed a multi -year Capital Imp rovement Program for the City based on the pavement records, yearly capital expenditures and the most recent FY 2019 inspections. We worked closely with the City in determining a proactive maintenance CIP; this included a detailed review of available CIP, State, County and maintenance funding, local unit cost for M&R and neighborhood/zone scheduling.
ANNUAL BUDGET PROJECTIONS
The budgeting process was approached with the following in mind; generate three unique work programs for the next five (5) years based upon actual road pavement conditions in order to:
1. Demonstrate how the “actual” citywide pavement budget ($34,600,000/5yr) performs against the 2019 conditions
2. Demonstrate a proactive annual budget that “increases” the weighted PCI to 80 after five years
3. Identify the required annual citywide budget to “maintain” at the 2019 PCI level of 74 after five years
Based on pavement maintenance needs, three (3) annual work programs have been prepared and summarized below. Table 3 demonstrates the how conditions react to the City’s annual pavement funding budget ($34,600,000/yr); Table 4 demonstrates the necessary funding to “increase” the weighted PCI to 80; Table 5 demonstrates the required budget that is needed to maintain the citywide weighted average PCI at a level of 74 after five years (each scenario addresses arterial and local streets ). The revenues shown below include construction cost, plus costs for Engineering Design/A dministration, Construction Management & Inspection and City overhead (unit costs were provided by City staff).
Table 3 – Citywide Projection Utilizing $34.6 Million / 5Yr Budget
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Table 4 – Necessary Annual Funding to Increase PCI to 80
Table 5 – Necessary Annual Funding to Maintain PCI at 74
Additional detail and breakdown of budget projections are demonstrated in Section IV of this report.
All work program budgets generated are presented in terms of 2019 dollars. All repair activities were based on distresses observed at the time of the field survey. These are recommendations and are to be used as “the best case scenario” for improving the City of Rialto street network.
QUALITY CONTROL EFFORTS
Quality control efforts begin at the notice -to-proceed; this involved full assessment of the previous MicroPAVER database (provided by the City) as well as available GIS data associated with the Rialto street network. A full analysis of street classification was performed and specific street classifications edits were made. The City indicated that all neighboring streets shared with neighboring local agencies should be reflected in our reporting.
Bucknam created 117 new section s to the network based upon new constructi on, annexed areas, corrections to the previous database and through field inspections.
Small corrections to section SF’s and splitting of sections were performed to account for street improvements, new streets / tract developments. Alley measurements were either confirmed or updated based upon our 2019 inspections.
As indicated in our scope of work, we performed numerous quality control checks in the field during survey efforts as well as specific site investigations requested by the City. Field check efforts were performed at the end of each week of survey as well as a final effort once all required inspections were complete. 10% of the pavement inspection set was resurveyed by a second team to ensure the quantities and distress types were collected properly (approx. 28 miles).
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FINDINGS AND RECOMMENDATIONS
Arterials / Collectors
The actual workload requirements identified indicate that the Arterial / Collector network is currently in “Good” condition. To maintain this condition, it is critical that preventive maintenance and overlay activities are funded at the levels identified in Table 5 to maintain a “good” network weighted average PCI value.
Our arterial/collector findings for cond itional data and recommendations for revenue expenditures are shown below:
• The Arterial/Collector network has a weighted PCI of 75.3;
• 35% of the arterial network (approx. 38.1 miles) qualify for overlay/reconstruction maintenance; while 28% (approx. 30.8 miles) qualify for slurry seal;
• Currently, the identified citywide $42.5 million of deferred slurry, overlay and reconstruction M&R on the Rialto network consists of 21% preventative maintenance and 79% rehabilitation / reconstruction.
• Develop a proactive fiscal and planned approach to identify future arterial overlay projects based on the deterioration modeling within StreetSaver;
• Appropriate the necessary arterial revenues at the levels shown within the Section IV Forecasted Maintenance Report for a minimum of five years to generate the results identified within this report;
• Reassess/re-evaluate the arterial rehabilitation budget program every two years to improve on CIP forecasts for 2020-21 and beyond to ensure the results shown in Table 4;
• Perform pavement inspections on the arterial network every two years in order to proactively track pavement deterioration rates and to improve upon the planning modes shown within this report;
• Demonstrated budget shown in Table 4 is ample improve the Arterial weighted PCI of 75.3 after five years, however, the citywide deferred backlog increases from a level of $42.5 million to $21.3 million after five years; and
• Bucknam recommends that the City proact ively budget pavement maintenance at the levels shown in Table 4 in order to improve upon the conditions found today as well as decrease the amount of citywide deferred maintenance that resides on the network;
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Locals
The actual workload requirements identified indicate that the Local network is currently in “ Fair” condition. To improve upon this condition, it is critical that preventive maintenance and conventional overlay activities are funded at the levels above those identified in Table 4 and the reports in Section IV.
Our Local findings for conditional data and recommendations for revenue expenditures are shown below:
• The Local network has a weighted PCI of 73.3;
• 61% of the Local network (approx. 98.1 miles) qualify for overlay/reconstruction maintenance; while 24% (approx. 38.3 miles) qualify for slurry seal/cape seal;
• Currently, the identified citywide $42.5 million of deferred slurry, cape, overlay and reconstruction M&R on the Rialto network consists of 21% preventative maintenance and 79% rehabilitation / reconstruction.
• Demonstrated budget shown in Table 3 is not ample to maintain or improve the Local we ighted PCI; proactive funding needs to be implemented to see these results;
• Follow the proactive Local preventive slurry/cape and overlay fiscal plan approach shown in the Section IV reporting;
• Reassess/re-evaluate the Local rehabilitation budget program every two years to improve on Section IV budget forecasts for 2020-21 and beyond to ensure the results shown in Table 4;
• Perform pavement inspections on one-third of the Local network each year to build upon the solid planning models within StreetSaver to track PCI deterioration;
• Demonstrated budget shown in Table 3 is ample improve the Local weighted PCI of 73.3 after five years, furthermore, the citywide deferred backlog decreases from a level of $42.5 million to $26.5 million after five years; and
• Demonstrated budget shown in Table 4 proactively improves the Local weighted PCI of 73.3 after five years and the citywide deferred backlog decreases from a level of $ 42.5 million to $ 21.3 million after five years;
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SECTION II
PAVEMENT MANAGEMENT PROGRAM / CAPITAL IMPROVEMENT PROGRAM
Bucknam performed the following services in accordance with the scope of services that was contracted with the City of Rialto.
Numerous studies from the United States Army Corps of Engineers and APWA have shown that it is much more cost effective to maintain a pavement segment in good condition over its useful life in comparison to letting it deteriorate to the point that it requires a major overlay or reconstruction, which is shown in sample deterioration curve (Figure 4) below.
Figure 4 – Sample Pavement Life Cycle
Each $1.00 spent on maintenance within the “Good” range will cost $ 6.00 to $8.00 for reconstruction if maintenance is deferred.
Citywide Pavement Management Update 2019
As a part of the 2019 update of the pavement management program, a major element of work was to complete a comprehensive assessment of the existing street network and PMS database within the City.
This included assessing the City’s 2013 MicroPAVER dataset, GIS centerline file, street naming conventions, functional classifications and work history information. From there, Bucknam worked with the City to confirm public and private street listings which set the foundation for accurate CIP reporting.
Work history information was provided by the City in the form of completed bid documents, institutional knowledge, previous spreadsheet files , and GIS maps. This information was entered into the proper pavement segments that match the limits of those projects. Our staff converted the previous MicroPAVER PMP and developed the City’s new PMP with StreetSaver; all previous and critical pavement data was converted from the past system.
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Table 6 demonstrates PCI ranges and condition terms de faulted within StreetSaver. Once a pavement inspection is complete, a PCI is calculated for each pavement section. Each PCI calculated now falls within a defined PCI range category, furthermore, a weighted PCI was calculated for all the streets within the network (weighted average PCI = pa vement section PCI * its area / by the total square footage of the network). This information can also be represented through StreetSaver to show how much square footage or percentage of area falls within PCI range category.
PCI RANGE CONDITION
86-100 Very Good
75-85 Good
60-74 Fair (Rialto Network 2019 = 73.9)
41-59 Poor
0-40 Very Poor
Table 6 - PCI Range
From there, CIP pavement recommendations were performed (discussed and demonstrated below) where the pavement maintenance information the City provided (PMP material practices, unit costs and capital budgets) were used to generate recommendations through the StreetSaver system.
The summary of all roads condition data and their representative PCI's can been seen i n the Pavement Condition Report in Section III.
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MAINTENANCE / REHABILITATION STRATEGY ASSIGNMENT TABLE
Once the appropriate activities from the above listings were selected by the City, a Maintenance / Rehabilitation Strategy Table was defined within StreetSaver that assigned the appropriate actions to the specific repair needs of the street. In defining t hese strategies, emphasis was placed on defining pavement co ndition thresholds and using the P CI for the specific maintenance activities within these categories.
Maintenance / Rehabilitation Strategy Assignment Table
Table 7 – Maintenance / Rehabilitation Strategy Assignments
The M&R Strategy Assignments List, shown in Table 7, was developed to identify the most critical segments in each of the work programs (Arterial/Collector and Local). Segment priorities were established by determining the range of PCI's requiring first attention based on the relative value of each segment’s PCI, thus maximizing the annual maintenance budget. Also, distress quantity, area extent, type and severity were critical elements in the decision proce ss for recommending maintenance. A 15% contingency was placed on each unique maintenance unit cost in order to account for the administration efforts performed by City staff during design and project construction; additionally, a 3% unit cost inflation factor was applied across the term of the CIP.
Once the strategy assignments were set within the system, budgets and work assignments were generated for each work program on an annual basis. Using pavement deterioration curves for each type of pavement surface and class of road, both current year and future years work requirements for each pavement segment within the City were determined. In forecasting the maintenance requirements in future years, the current PCI value is reduced annually for each pavement segment based on the StreetSaver deterioration curves within the City’s database.
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Likewise, maintenance activities performed in a given year increase the PCI value as they are applied to the segment. The overall program is dynamic in that each strateg y consists of a cyclic series of actions that simulates the pavement anticipated life cycle.
ANNUAL CIP/M&R WORK PROGRAM PROJECTIONS
The goal of these projections is to assist City policy makers in utilizing the recommendations of the StreetSaver system. By using the City of Rialto current budgets and maintenance practices the system will develop “section unique” improvements and strategies. Each segment will be tied to a specific fiscal year.
As shown in the following pages, we have assessed the budgets that have been projected to meet the maintenance and rehabilitations needed to maximize the City’s return on investment. The budget forecasting goal for the network focused on:
❖ Establishing a proactive multi-year Maintenance & Rehabilitation Program; ❖ Developing a preventive maintenance program; and
❖ Selecting the most cost effective repairs based on City strategies
ACTUAL – The annual actual budget was determined by the City based upon previous, current and future planned projects, grant allocations and projected spending levels. By applying the five-year Actual budget allocation we can identify how the current conditions determine future budget needs and how the network PCI reacts to the budget on a yearly basis.
INCREASE PCI BUDGET – An “increase” budget was generated for the City to demonstrate the necessary annual funding required to increase the weighted PCI level to a level of 80 after five years.
MAINTAIN BUDGET – A “maintain” budget was generated for the City to demonstrate the necessary annual funding required to maintain the weighted PCI level at 74 after five years.
*All multi-year budget projections include a 3% inflation rate for the term of the budget forecast.
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ACTUAL BUDGET
(Citywide 5-yr Projection)
The annual projected revenues shown below only account for the cost of pavement maintenance and rehabilitation activities. A 15% contingency was applied to the Arterial / Collector and Local pavement unit costs. These project unit cost contingencies typically include:
• Crack sealing;
• Localized R&R;
• Curb ramp improvements;
• Curb & gutter, sidewalk improvements;
• Traffic striping and pavement markings; and
• Loop detector installations
The following FY 2020-2024 budget forecast revenues were based on the operational criteria:
• FY 2020-2024 Overlay Program:
o Gas Tax $1,000,000/yr
o Measure I $800,000/yr
o State RMRA $1,800,000/yr
$3,400,000/yr ($14,000,000/5yr)
• FY 2020-2024 Slurry Seal Program:
o Gas Tax $200,000/yr
o Measure I $100,000/yr
o Waste & Environmental $1,200,000/yr
$1,500,000/yr ($7,500,000/5yr)
• FY 2020-2024 Crack Seal Program:
o Gas Tax $300,000/yr
$300,000/yr ($1,500,000/5yr)
• FY 2020-2024 Total Annual Program: $4,600,000/yr
$23,000,000/5yr
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ACTUAL ($ 34,600,000/5YR) – The first key step in developing a proactive PMP is to model the City’s existing conditions against an “actual” annual budget. In doing this, PCI performance, deferred maintenance and pavement application uses are able to benchmarked and demonstrated in a positive or negative result. Bucknam utilized the City’s $ 34.6 Million/5yr budget to establish a benchmark scenario for pavement funding; the City provided Bucknam with 2019 unit costs for pavement maintenance
$34,600,000/YR BUDGET PROGRAM (FIVE-YEAR MODEL)
This budget p rogram incorporates pavement sections that have a functional class of Arterial (A, C) and Local (R). Additionally, the FY 2020 Riverside Ave grant project is also considered within this model.
Table 8 – Citywide Projection Utilizing $34.6 Million / 5Yr Budget
By modeling the existing pavement conditions against $34.6 Million / 5yr funding, we have found that one major positive and one negative results occur over the five year CIP. (See Figure 5 below). First, the weighted PCI for the entire network increases from a level of 73.9 to a level of 78.5 over the five year CIP.
Additionally, the resulting deferred maintenance backlog decreases from $42.5 million to $26.5 million after the five years program which indicates that a five year $34,600,000 pavement budget is viable in the long-term modeling. It is proactive and properly funded in the first two years of the program, but in the long-term, the network PCI will level out and eventually decreasing after FY 2024-25. Limited funding in fiscal years 2021-22 and beyond does not allow necessary overlay projects to be completed on the arterial, collector, and local networks in a timely manner ; if the City continues to fund rehabilitation and preventative maintenance at these levels, high deferred maintenance costs will continue to be a very difficult problem to solve.
Within the calculated citywide deferred maintenance 21% of the costs are for slurry, cape and stop gap maintenance and 79% for grind/overlay and reconstruction.
As shown, this projection model does not meet the initial goal of decreasing the large amounts of citywide overlay rehabilitation projects after five years. In order for these scenarios to produce this desired result proactive and increased annual funding is necessary after fiscal year 2021. O n a biennial basis, t he City should monitor the management of appropriated revenues and overlay deferred maintenance. The potential delay in projects and their resulting buildup of more overlay work in the five-year time frame is not a debt service that City will want to accept.
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Through Bucknam’s analysis of the previous pavement database, work history dates and our experience with AC Overlay deterioration rates, it is important to point out that pavement sections that were overlaid in the mid-part of the 2000’s (FY’s 2005 -2007) will need proper overlay rehabilitation approximately around fiscal year 2021-22 and beyond.
Figure 5 – Resulting Network PCI ($34.6 Million/5yr Budget)
The resulting “first-year” drop in deferred maintenance, shown above, demonstrates how applying sufficient capital funds to the network allows the City’s overlay deferred maintenance to decrease by approx. 42%, however, years 2 through 5 see a slight 8% increase which is not conducive to a long -term successful PMP . Additionally, even with the limited budget, the City should continue to implement localized stop gap maintenance (i.e. R&R deep patching, leveling courses, crack sealing, etc.) prior to any major slurry seal, cape seal maintenance and/or overlay rehabilitation. By performing stop gap measures to individual pavement sections the overall performance of a sections condition will improve over time and will create a longer life-cycle than if no preventive maintenance was performed.
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DEFERRED MAINTENANCE
Delaying repairs on streets where pavement condition indicates a need creates deferred maintenance.
Deferred maintenance includes pavement maintenance / rehabilitation that is needed across the entire network, but cannot be performed due to the lack of available funding and is pushed to the next budget cycle. The actual repairs that are being deferred are often referred to as a “backlog”.
As maintenance is deferred, the opportunity to apply life extending preventive pavement applications is lost and the ultimate cost of reh abilitation multiples. Currently, the identified $ 42.5 million of deferred slurry, cape, overlay and reconstruction M&R on the Rialto network consists of 21% preventative maintenance and 79% rehabilitation / reconstruction.
INCREASE PCI PROGRAM (FIVE YEAR MODEL)
With the City striving to show proactive maintenance across all City pavements, a budget program was generated to show the greatest return on investment through the application of slurry seal, cape seal, grind & overlay and alternative ARHM overlay rehabilitation. Our goal under this model is to increase the network weighted PCI to 80 after five years. This model will demonstrate the necessary annual funding to achieve this goal.
Again, we used the “$ 34.6 Million/yr” 5-yr PMP model (shown above) as a benchmark for our modeling within the “Increase PCI” program. Combining the previous reporting model with a realistic and achievable annual budget, we found positive results.
The “Increase PCI” program incorporates pavement sections that have a functional class of Arterial (A, C) and Local (R). Additionally, FY 2020 the Riverside Ave grant project is also considered within this model.
Table 9 – Necessary Annual Funding to Increase PCI to 80
Referring to Table 9, it is noted that the weighted PCI increases proactively through the five -year projection ( 73.9 to 80.2). Additionally, the annual deferred maintenance total slightly increases from $42.5 million to $21.3 million at the end of the five-years. If the City utilizes an average annual budget of $7,663,100/yr for slurry maintenance and overlay / reconstruction rehabilitation as shown above, the City will be able to “increase” the conditions and will see a “proactive reduction” in the amount of deferred 47 City of Rialto Page 9
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maintenance (majority is overlay rehabilitation/reconstruction). If this model was extended to a 10 -yr projection we would see a lowering in the overall deferred maintenance (approx. $15 million by FY 2029).
We recommend that a stronger focus be placed on the Local network improvements due to the simple fact that the Local network currently has lower overall conditions compared to the arterials. We still recommend consistent annual maintenance/rehabilitation to the arterial network, i.e. localized patching, ARHM through the use of awarded SB1, RMRA, and Measure I funds. But again, with the Local network showing a higher degree of negative results, a renewed focus for neighborhood area maintenance and proactive overlays should be implemented.
Figure 6 – Resulting Network PCI (Increase PCI Budget)
The Local maintenance model that has been developed under the “Increase PCI” budget can be used as a benchmark to monitor the City’s annual budget allocations as the network continues to mature and age; the proper amount of funding for overlay rehabilitation needs to be the City’s highest priority (these recommendations are shown within the Section IV Forecast Maintenance Report).
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MAINTAIN PROGRAM (FIVE YEAR MODEL)
With the previous two maintenance strategies shown above we have demonstrated how the City’s projected “Actual” budget performs and what level of funding is necessary to “Inc rease the PCI to 80”.
Our goal under this model is to maintain the 2019 weighted PCI of 74 through a five-year program. This model will demonstrate the necessary funding to achieve this goal.
We used the two previous models (shown above) as the basis for our modeling within the “maintain” program. The “Maintain” program incorporates pavement sections that have a functional class of Arterial (A, C) and Local (R).
Table 10 – Necessary Annual Funding to Maintain PCI at 74
Referring to Table 10, it is noted that the weighted PCI maintains itself through the five-year projection (73.9 to 74.1). However, the annual deferred maintenance total increases from $42.5 million to $ 47.1 million at the end of the five -years. If the City utilizes an average annual budget of $ 5,134,400/yr for slurry, overlay, and reconstruction M&R as shown above, th e City will be able to “hold” the conditions and will continue to see a moderate increase in the amount of deferred maintenance (majority is overlay rehabilitation).
Once the City has performed the recommended pavement rehabilitation projects for FY 2020 through 2023; the City should consider improving upon the Local cape seal/slurry maintenance “neighborhood” strategy for several reasons. First, preventive maintenance applications applied five plus (5+) years after rehabilitation, like those mentioned above, will help to sustain high levels of condition while reducing annual expenditures. Secondly, w ith a citywide maintenance neighborhood methodology established, four beneficial impacts occur:
1) Planned / Maintenance areas are addressed through a multi -yr maintenance cycle which creates a dedicated project schedule for City staff and constituent inquiries; 2) Deferred overlay rehabilitation can be addressed in a more effective manner due to accrued savings of revenues (reduced construction logistical costs, volume-based costs, etc.) 3) A preven tive maintenance strategy is more cost -effective in a long -term PMP rather than implementing a maintenance approach that addresses only the “worst-first” streets. 4) All maintenance alternatives are available due to the increased funding and focused maintenance per year.
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Figure 7 – Resulting Network PCI (Maintain Budget)
Again, it is recommended that the City continue to monitor the deterioration rates for the applications of Grind & Overlay, Cape Seal and Type II slurry seal to ensure the City is generating the greatest return-on- investment and extend life -cycles; this should be done through frequent inspections and deterioration studies.
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PAVEMENT MANAGEMENT PROGRAM REPORTS
In addition to the annual budget scenario, this report contains a comprehensive and complementary assemblage of pavement management reports ranging from summary reports to annual maintenance and rehabilitation schedules (Forecasted Maintenance Report, Section IV). Collectively as well as individually, the reports represent reasonable projections of pavement maintenance needs and performance based on visual condition assessments, unit cost estimates, and pavement deterioration models.
It is important to note that pavement segment dimensio ns and surface area (recorded during 2000-06 inspections), along with the action and repair costs, as presented within reports are accurate within tolerable limits. This is noteworthy due to the "implied" accuracy of reporting length and width to the nearest foot, true section area to the nearest square foot, a nd action and repair unit costs and project estimates to the nearest penny and dollar, respectively.
Network street maps have been included to represent several thematic categories:
• 2019 Citywide Pavement Condition Index (PCI) map;
NEXT STEPS
As with an y infrastructure management software program, time investments need to be made by key Rialto staff to maintain the integrity of the data as well as its accuracy. This will be key to future staff management of the pavement program and reporting. City personnel need to maintain their commitment to the preventive maintenance system, while working toward reducing the City's present backlog of rehabilitation projects.
In order to ensure that report outputs are accurate and credible, it is essential that the integrity of all data files be maintained. This will require performing all necessary updates when changes are made to scheduling scenarios, unit cost information, historical data, etc. In addition, the entire pavement network will have to be re-inventoried at regular intervals. This will not only allow work to be scheduled based on the most current condition data available, but will provide City personnel with a means to monitor actual rates of pavement deterioration so appropriate modifications can be made to the system curves.
Bucknam will be supporting the City with staff level support to assist in the continuous updates with the StreetSaver system. This will include work history updates, generating reports from the system, unit cost updates, and future inspections.
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SECTION III
CITYWIDE
PAVEMENT CONDITION INDEX (PCI) REPORT
A. PCI Report – Data Definitions
B. Citywide Rialto PCI Map - 2019
C. PCI Report; Sorted by Street Name (A to Z)
D. PCI Report; Sorted by PCI (0-100)
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PAVEMENT CONDITION INDEX REPORT
Listed alphabetically by street name or PCI, this report provides the City with a listing of pertinent inventory and pavement condition data for each inventory unit within the City's pavement network. The Pavement Condition Index (P CI) Report notes the names, limits, classification, dimension, surface type, and lane configuration of each inventory unit. Detailed descriptions of the information appearing on this report are presented below:
BRANCH NAME - The name of each inventory unit appears in this column. Generally, the inventory unit name is taken directly from a street sign; however, where no street signs are posted, the name appearing on the network map is noted instead. A sample set of street name suffix abbreviation definitions is presented below:
AV - Avenue CT - Court CIR - Circle BLVD - Boulevard DR - Drive LN - Lane RD - Road HWY – Highway ST - Street WY - Way EB - East Bound F - Frontage NB - North Bound SB - South Bound WB - West Bound TER – Terrace PL - Place
FROM - A description of the beginning limit of each inventory unit appears in this column. If the beginning limit exists between intersections, then the beginnin g limit description may be an address, post mile marker, or a distance from a known point of reference (e.g., "500' N/MAIN ST").
TO - A description of the ending limit of each inventory unit appears in this column. Like BEGIN limit, the END limit descri ption may consist of a street name, an address, or a distance from a known point of reference. In the case of cul-de-sacs, or dead-ends, the END limit consists of an address, or a directional reference, such as "NORTH END," when no address is available.
RANK - The codes for the four (4) functional classifications as the inventory unit appears in this column , are represented below. Basically, units are classified according to traffic volume.
CODE DESCRIPTION
A Major Arterial
C Collector
R Residential
O Alley
SURFACE - A code was assigned to each inventory unit to describe surface type.
CODE DESCRIPTION
AC Asphalt Concrete
AAC Asphalt Concrete over Asphalt Concrete (work history event) PCC Concrete
LENGTH - The length of the section within each branch.
UNITS - The unit of measurement for the section length, typically linear feet (LF). 53 City of Rialto Page 3
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AREA - The area of each section within a branch.
UNITS - The unit of measurement for the section area, typically square feet (SF).
PCI - Pavement Condition Indices were calculated for inventory units based on severity and extent of distress manifestations observed within the inventory unit. Ranging between 0 and 100, a PCI of "100" corresponds to a pavement at the beginning of its life cycle, while a PCI of "0" corresponds to a badly deteriorated pavement which is at or near the end of its life cycle.
PCI CLIMATE, LOAD AND OTHER – reflects “Section Extrapolated Distress”; these values are shown within our PCI spreadsheet reports. Distresses are aggregated based on the type, extent and severity level. For random samples, distress quantities are adjusted to reflect the extrapolated value based on the sections total area. Extrapolated distress deducts are classified as resulting from Climate, Load and Other distresses. The Distress Classification portion shows the “percent” of extrapolated distress deduct belonging to Climate, Load and Other. These values are beneficial in that they support the decision whether recommend slurry seal, overlay or reconstruction project for street sections.
INSPECTION DATE – Represents the most recent inspection date performed on a given sections. PCI shown is historical in value and may not indicate what “today’s” PCI is due to variance in time. Pavement deterioration calculations can be performed on a section(s) to demonstrate a deteriorated PCI based upon a new current date.
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Figure 8 – 2019 Rialto PCI Map
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SECTION IV
FORECASTED MAINTENANCE REPORT
A. RECOMMENDED (Citywide 2020-2025)
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FORECASTED MAINTENANCE REPORT
Section by section street listing sorted by street classification, plan year then alphabetically ; this report presents the year and action corresponding to the next scheduled work activity for specific segments within the pavement network. Sections not shown are considered as deferred maintenance.
ACTUAL – The annual actual budget was determined by the City based upon previous, current and future planned projects, grant allocations and projected spending levels. By applying the five-year Actual budget allocation we can identify how the current conditions determine future budget needs and how the network PCI reacts to the budget on a yearly basis.
We have sorted the following report by street classifications for easy review (Arterial – Local, A to Z order).
The annual projected revenues shown below only account for the cost of pavement maintenance and rehabilitation activities. A 15% contingency was applied to the Arterial / Collector and Local pavement unit costs. These project level contingencies typically include:
• Crack sealing;
• Localized R&R;
• Curb ramp improvements;
• Curb & gutter, sidewalk improvements;
• Traffic striping and pavement markings; and
• Loop detector installations
• Bus pad improvements and slotted gutter replacement
In general sections are chosen first and foremost on available budget; secondly, the square footage of each section plays a large factor. The software initially chooses the draft sections that will increase PCI, sustain PCI or slow PCI deterioration within the budgeted timeframe. Additionally, the types of distress, extents of distress and severities of distress (high, medium, low) also determine how sections are/can be selected.
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APPENDIX A
A. Maintenance / Rehabilitation Strategy Development
B. Calculation of PCI
C. Condition Distribution Report
D. Sample Distress Photos – Recommended Treatment
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MAINTENANCE / REHABILITATION STRATEGY DEVELOPMENT
Based on the results of the condition survey and input from the City, pavement maintenance/rehabilitation strategies were developed. At the outset, City and Bucknam Infrastructure Group, Inc. (Bucknam) staff identified a distribution of City maintenance funds that would be applied to the network over the next five years. This was based upon the desire to prevent the decrease in street conditions and not allow an increase in the maintenance backlog funds over the five-year program.
With this approach, Bucknam has recommended a “minimal level of service” which creates a major dividing line in determining pavement maintenance. Based on the City’s weighted average PCI, condition distribution, and maintenance practices, our team has identified a PCI of “65” as the minimum level of service. This means that any pavement section with a PCI less than 6 5 will be recommended for thin overlay, grind & overlay with localized reconstruction or other less expensive methods such as slurry sealing when combined with extensive pavement preparatory work. This recommendation is indicated in Table 7, Section II.
As shown in Figure 3, 57% of the City’s streets are in Very Good to Good condition. These sections will be targeted for “preventive” maintenance within our Capital Improvement Program (CIP) recommendations (crack sealing, patching, slurry seal). Sections within the Good condition category (33%) will typically carry a recommendation for slurry seal maintenance. The reasoning in doing this is to extend the life cycles of those “good” pavement sections which accrues capital saving to aggressively rehabilitate those pavement sections that are below the “minimal level of service”.
In order to achieve the most eff ective and optimum program for the City, certain strategies have been selected and/or analyzed. Below is a listing of the maintenance strategies / activities utilized in development. Each activity is representative of the types of work that have been programmed as part of the long-term maintenance requirements of the City’s street network.
Our team met with City staff to discuss the current unit costs, funding levels and maintenance practices being applied to the network each fiscal year to gain a stron g understanding of how the previous and current maintenance strategies performed in the past. For additional detail on the following activities see Section II. The services which are proposed to be financed from the assessments will include the following:
General Repairs-Stop Gap (Preventative) – PCI Range – 20 to 100 Surface treatments generally utilized as “holding action” solutions to delay the need for pavement structural strengthening. Generally include activities such as deep patching, skin patchi ng, grinding and leveling.
Slurry Seals (Global) – PCI Range – 60 to 85
Surface treatments applied to pavements with minimal surface distress to provide new wearing surfaces and extend pavement life. Generally consists of a mixture of conventional or latex-modified emulsified asphalt, well -graded fine aggregate, mineral fille r and water placed over an existing AC surface. Slurry seals are used to fill existing pavement surface defects as a wearing course. There are three basic aggregate gradations used in slurry seals: Type 1 (fine); Type 2 (general); and Type 3 (coarse). The City of Rialto utilizes conventional Type II Slurry Seal. 59 City of Rialto Page 3
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Cape Seals (Global Maintenance*); PCI range – 45 to 65
This is an application of a single layer of asphalt binder to a road surface immediately followed by a single layer of cover aggregate (chips ). The single layer chip seal is then followed with a slurry seal application; Conventional cape seal application life-cycles are averaging 7 to 8 years.
Overlays (Major); – PCI Range – 25 to 65
• Grind and Overlay – Includes the costs required to perform the maintenance overlays within the City. Work will involve a localized cold milling (grind) to a minimum 2.0” depth. After which an overlay will be applied.
ARHM Grind / Overlay (Major); – PCI Range – 25 to 65
Localized removal of the existing pavement section to a prescribed depth followed by the placement of a conventional flexible pavement section using a structural AC Hot Mix or AR Hot Mix or full depth asphalt. Each classification of road has a typical design cross-section upon anticipated traffic loading.
Projects include all labor, material and equipment required to replace localized failed sections of the roadway as it becomes necessary; work will involve removal / reconstruction and/or slot grinding of localized areas, and large aggregate base-paving. It is necessary prior to the ARHM overlay finish.
• Asphalt Rubber Hot-Mix Overlay - By ASTM definition: Asphalt-Rubber is a blend of asphalt cement, reclaimed tire rubber and certain additives in which the rubber component is at least 20% by weight of the total blend and has reacted in the hot asphalt cement sufficiently to cause swelling of the rubber particles.
• Specifically, using crumb rubber modified binders in pavement application benefit local agencies in that cities find:
o Pavement resists cracking by being more flexible;
o Cost savings come from a longer life cycle, decreased maintenance and the use of less material
o Improvement in skid resistance;
o Decreased noise;
o Long-lasting color contrast for marking and striping
The City of Rialto utilizes a 0.17’ Mill / 0.17’ ARHM Overlay.
Reconstruction (Major Maintenance*); PCI range – 0 to 25 Removal of the existing pavement section to a prescribed depth followed by the placement of a conventional flexible pavement section using a structural AC Hot Mix, ARHM or a full depth asphalt.
Each classification of road has a typical design cross -section upon anticipation traffic loading. By performing a reconstruction the sections PCI resets at 100 and restarts the life -cycle deterioration curve of the section.
*Localized, Global and Major maintenance activities are default terms used within the StreetSaver pavement software. Specific pavement repair applications are placed within each maintenance activity in order to develop multi-year maintenance forecast recommendations. 60 City of Rialto Page 4
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CALCULATION OF PCI
In order to calculate a Pavement Condition Index (PCI) value within StreetSaver, specific street section data needs to be inputted into StreetSaver to define the survey limits, asphalt types, pavement age and metrics. Pavement “sections” are pavement segments within the defined branch that have consistent pavement street classifications, construction/maintenance histories and use. Representative inspection samples are then selected and visually surveyed to locate distress data. This data is used to calculate the pavement sections Pavement Condition Index (PCI) which includes distress type, extent of the distress and its severity.
The PCI is a condition rating that ranges from 100 (pavement section that is in perfect condition) to 0 for a section that has structurally failed and deteriorated dramatically. The PCI is calculated from three major data entries from our inspectors:
1. Distress Type (one of 20 AC or 19 PCC types); these include alligator cracking, bleeding, block cracking, corrugations, depressions, long/trans cracking, patch/utility cut, potholes, rutting, weathering, raveling, etc.
2. Distress Quantity (the square footage, length or count of a specific distress)
3. Distress Severity (the level of severi ty determined for each distress found; low, medium or high)
Figure 9 – PCI Calculation Worksheet
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CONDITION DISTRIBUTION REPORT
This report depicts the distribution of the pavement condition throughout the street network by a specific rank and its given area.
The condition scheme ranges from “ Very Good ” to “ Very Poor ”, with an “ Very Good ” condition corresponding to a pavement at the beginning of its life cycle, and a “ Very Poor” condition representing a badly deteriorated pavement with virtually no remaining life.
The table below shows the general description for each pavement condition:
Condition Description – PCI Range - Description
Very Good (86-100) - Minor to low distress, no significant distress. Little distress, with the exception of utility patches in good condition, or low severity hairline cracks; may be slightly weathered
Good (75-85) - Slight to moderately weathered, slight distress, possibly patching
Fair (60-74) - Severely weathered or slight to moderate levels of distress, generally limited to patches and non-load-related cracking. (City of Rialto citywide weighted average PCI is 73.9).
Poor (41-59) - Moderate to severe distresses including load-related types, such as alligator cracking.
Very Poor (0-40) - Severely distressed, large quantities of distortion or alligator cracking.
Failure of the pavement, distress has surpassed tolerable rehabilitation limits.
The PCI is a condition rating that ranges from 100 (pavement section that is in perfect condition) to 0 for a section that has structurally failed and deteriorated dramatically. Weighted average PCI of a given area/zone = pavement section PCI * its area / by the to tal square footage of the given area/zone.
Weighted average PCI of a given area/zone = pavement section PCI multiplied by its area then divided by the total square footage of the given area/zone.
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Figure 10 – Arterial / Collector Condition Distribution
Figure 11 – Local Condition Distribution
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Figure 12 – Alley Condition Distribution
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SAMPLE DISTRESS PHOTOS – RECOMMENDED TREATMENT
Bucknam Infrastructure Group
ASPHALT CONCRETE (AC)
1. Alligator Cracking
Cracks that form a chicken wire or
alligator scale like pattern.
Low Severity: Thin parallel
longitudinal cracks that may come
together at certain points, but full
alligator pattern is not present yet.
Medium Severity: Further
development of cracks into alligator
pattern. Cracks are starting to spall.
High Severity: Alligator pattern is
heavily developed, and cracks are
spalled to the point where individual
pieces may become separated.
Typical Recommendation: Low severity, R&R – Patching, crack sealing; high severity R&R-overlay
2. Bleeding
Bleeding occurs when incorrectly
mixed asphalt is applied and in hot
weather the asphalt or tar rises to the
surface.
Severity is determined by the amount
of asphalt/tar present.
Typical Recommendation: Low
severity, apply coarse sand; high
severity, grind or heat planer excess,
resurfacing may be necessary
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3. Block Cracking
Longitudinal and transverse cracks
that intersect to form smaller than
10x10 ft blocks. Creates uniform
blocks with straight edges.
Low Severity: Cracking is less than
3/8 inches.
Medium Severity: Cracking
between 3/8 and 3 inches.
High Severity: Cracking is over 3
inches.
Typical Recommendation: Low
severity, crack sealing; high severity, R&R-overlay
4. Bumps and Sags
Small, localized, and linear upward
or downward displacements of
pavement, which can be caused by
a variety of factors.
Severity is determined by the
extent to which ride quality is
diminished.
Typical Recommendation: R&R -
Patching
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5. Corrugation
Closely spaced Bumps and or Sags that
form a washboard effect in the
pavement.
Severity is determined by the extent to
which ride quality is diminished.
Typical Recommendation: Low severity,
R&R – Patching; high severity, R&R-
overlay
6. Depression
Localized area of pavement with a lower
elevation than the surrounding
pavement.
Low Severity: depth of ½ to 1 inch.
Medium Severity: depth of 1 to 2
Inches.
High Severity: depth greater than 2
inches.
Typical Recommendation: R&R - Patching
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7. Edge Cracking
Cracks that are parallel to the
edge of the pavement that may
cause a break up of pavement.
Low Severity: Low or Medium
cracking with no breakup.
Medium Severity: Medium
cracking with some breakup.
High Severity: Considerable
breakup of pavement.
Typical Recommendation: R&R -
Patching
8. Joint Reflective Cracking
Cracking that is reflected through
AC pavement when it is overlaid
on top of PCC pavement.
Low Severity: Cracking is less than
3/8 inches.
Medium Severity: Cracking
between 3/8 and 3 inches.
High Severity: Cracking is over 3
inches.
Typical Recommendation: R&R -
Overlay
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9. Lane / Shoulder Drop-off
Elevation change between
pavement and shoulder.
Low Severity: Difference in
elevation is between 1 and 2
inches.
Medium Severity: Difference in
elevation is between 2 and 4
inches.
High Severity: Difference in
elevation is over 4 inches.
Typical Recommendation: R&R –
Patching or edge grinding
10. Linear & Transverse Cracking
Cracks that are generally either parallel or
perpendicular to traffic.
Low Severity: Cracking is less than 3/8 inches.
Medium Severity: Cracking is between 3/8 and 3
inches.
High Severity: Cracking is over 3 inches.
Typical Recommendation: Low severity, crack
sealing; high severity, R&R - Overlay
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11. Patching
Area of pavement that has been
replaced.
Severity is determined by the
quality of the patch and the
extent to which ride quality is
diminished.
Typical Recommendation: R&R –
structural / non-structural overlay
12. Polished Aggregate
Distress where traffic smooths
the pavement surface so friction
is diminished and cars can slide.
There are no Severity Levels for
this distress.
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13. Pothole
Severity Measured using the following Matrix.
Typical Recommendation: low severity Pothole fill or R&R – Patching, high severity should be R&R- Overlay
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14. RR Crossing
Pavement distresses caused by
railroad crossings.
Severity is determined by the extent to
which ride quality is diminished.
Typical Recommendation: R&R -
Patching
15. Rutting
Linear depressions along wheel
paths caused by traffic.
Low Severity: Depth is ¼ to ½
inches.
Medium Severity: Depth is ½ to
1 inch.
High Severity: is greater than 1
inch.
Typical Recommendation:
Pavement with deeper ruts
should be leveled and overlaid
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16. Shoving
Displacement of pavement
creating a “wave” over a more
solid surface.
Severity is determined by the
extent to which ride quality is
diminished.
Typical Recommendation: R&R -
Patching
17. Slippage Cracking
Half-moon shaped cracks
where wheels cause pavement
to slide.
Low Severity: Average crack
width is less than 3/8 inch.
Medium Severity: Crack width
is between 3/8 and 3/2 inches.
High Severity: Crack width is
greater than 3/2 inches.
Typical Recommendation: R&R
- Patching
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18. Swell
Upward Bulges creating “wave-like”
patterns.
Severity is determined by the extent to
which ride quality is diminished.
Typical Recommendation: Low severity,
R&R – Patching; high severity, R&R-
overlay
19. Weathering
The wearing away of the asphalt binder.
Low Severity: Aggregate is starting to be
exposed.
Medium Severity: Aggregate is exposed
up to ¼ of its width.
High Severity: Aggregate is exposed to
greater than ¼ of its width.
Typical Recommendation: naturally
occurring, slurry seal
20. Raveling
The further weathering of asphalt so that
coarse aggregate is separating out of
pavement.
Medium Severity: Considerable loss of
aggregate.
High Severity: Almost complete removal
of coarse aggregate.
Typical Recommendation: Low severity,
R&R – Patching; high severity, R&R-
overlay
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2019 Citywide Pavement Management Program
Final Report – February 10, 2020 Appendix A
PORTLAND CEMENT CONCRETE (PCC)
1. Blowup
Buckling at cracks or joints where
there is not enough room for slab
expansion.
Severity is determined by the
extent to which ride quality is
diminished.
2. Corner Break
Crack close to corner of slab that
creates a corner piece.
Low Severity: Crack is less than ½
inches wide.
Medium Severity: Crack is
between ½ and 2 inches wide.
High Severity: Crack is wider than
2 inches.
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Final Report – February 10, 2020 Appendix A
3. Divided Slab
Slab that is broken up into four or
more pieces by cracks.
Severity is determined by the
following matrix.
4. Durability Cracking
Pattern of cracks parallel to joints
caused by freeze-thaw expansion of
large aggregate.
Low Severity: Durability cracking
covers less than 15 percent of slab.
Medium Severity: Durability cracking
covers more than 15 percent of the
slab.
High Severity: Durability cracking
covers more than 15 percent of slab
and most pieces have come out.
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Final Report – February 10, 2020 Appendix A
5. Faulting
Elevation Difference between
slabs.
Low Severity: Elevation difference
is between 1/8 and 3/8 inch.
Medium Severity: Elevation is
between 3/8 and ¾ inch.
High Severity: Elevation is greater
than ¾ inch.
6. Joint Seal Damage
Damage to sealant between joints
that allows soil, rock, or water
infiltration.
Low Severity: Joint sealant has only
minor damage.
Medium Severity: Joint sealant is in
fair condition. Water can infiltrate
and vegetation may be present.
High Severity: Joint sealant is in
poor condition. It may be missing
and rocks may be present.
77 City of Rialto Page 21
2019 Citywide Pavement Management Program
Final Report – February 10, 2020 Appendix A
7. Lane / Shoulder Drop-Off
The Elevation difference between
pavement and shoulder.
Low Severity: Elevation difference is
between 1 and 2 inches.
Medium Severity: Elevation
difference is between 2 and 4
inches.
High Severity: Elevation difference
is greater than 4 inches.
8. Linear Cracking
Cracks that divide slab into two or
three pieces.
Low Severity: Crack is less than ½
inch wide.
Medium Severity: Crack is between
½ and 2 inches wide.
High Severity: Crack is wider than 2
inches.
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2019 Citywide Pavement Management Program
Final Report – February 10, 2020 Appendix A
9. Large Patch
Patch that is larger than 5.5 sq ft.
Low Severity: Patch has little or no
deterioration.
Medium Severity: Patch is
moderately deteriorated.
High Severity: Patch is badly
deteriorated.
10. Small Patch
Patch that is smaller than 5.5 sq ft.
Low Severity: Patch has little or no
deterioration.
Medium Severity: Patch is
moderately deteriorated.
High Severity: Patch is badly
deteriorated.
79 City of Rialto Page 23
2019 Citywide Pavement Management Program
Final Report – February 10, 2020 Appendix A
11. Polished Aggregate
Distress where traffic smooths the
pavement surface so friction is
diminished and cars can slide.
There are no Severity Levels for this
distress.
12. Popouts
Small piece of pavement that breaks
loose from surface.
There are no Severity Levels for this
distress, however popouts must
cover 3 per sq. meter of the slab.
80 City of Rialto Page 24
2019 Citywide Pavement Management Program
Final Report – February 10, 2020 Appendix A
13. Pumping
Ejection of material from slab
foundation through joints or cracks
along with water.
There are no Severity Levels for this
distress.
14. Punchout
Localized area of a slab that is broken
into many pieces.
Severity is determined by the
following matrix.
81 City of Rialto Page 25
2019 Citywide Pavement Management Program
Final Report – February 10, 2020 Appendix A
15. Railroad Crossing
Pavement distresses caused by
railroad crossings.
Severity is determined by the extent
to which ride quality is diminished.
16. Map Cracking, Scaling
Map cracking refers to a network of
shallow, fine cracks. This can lead to
breakdown of slab surface (Scaling).
Low Severity: Map cracking exists
over most of slab area, but there is
only minor scaling present.
Medium Severity: Slab is scaled to
less than 15 percent of the area.
High Severity: Slab is scaled to over
15% of its area.
82 City of Rialto Page 26
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Final Report – February 10, 2020 Appendix A
17. Shrinkage Cracking
Short hairline cracks formed during
setting of concrete.
There are no Severity Levels for this
distress.
18. Corner Spall
Breakdown of slab at corner. Crack
angles toward joint as opposed to
straight down.
Severity is determined by the
following matrix.
83 City of Rialto Page 27
2019 Citywide Pavement Management Program
Final Report – February 10, 2020 Appendix A
19. Joint Spall
Breakdown of slab at a joint. Crack
angles toward joint as opposed to
straight down.
Severity is determined by the
following matrix.
84 City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
ALLEY RIVERSIDE AVE END 175 25 4,375 7
SLOVER AVE RIVERSIDE AVE SYCAMORE AVE 1,298 44 57,112 7 ALLEY RAMONA DR ALLEY (39) 295 20 5,900 8
SANTA ANA AVE LILAC AVE WILLOW AVE 1,315 44 57,860 8
WILLOW AVE SOUTH END VALLEY BLVD 505 36 18,180 8
SPRUCE AVE VALLEY BLVD SOUTH END 627 30 18,810 10
ALLEY WINCHESTER DR VIRGINIA ST 430 20 8,600 11
ALLEY ORANGE AVE PALM AVE 280 20 5,600 12
CAMERON WAY DATE AVE SYCAMORE AVE 660 25 16,500 14
MAYWOOD ST LILAC AVE VISTA AVE 436 40 17,440 14
SANTA ANA AVE WILLOW AVE RIVERSIDE AVE 1,270 22 42,700 14 SHAMROCK ST WILLOW AVE CLIFFORD AVE 331 33 10,923 14
WILLOW AVE SANTA ANA AVE SLOVER AVE 2,593 36 93,348 14
INDUSTRIAL DR FORTUNA WAY RIVERSIDE AVE 740 38 28,120 15 ALLEY VIRGINIA ST END 478 20 9,560 17
CASMALIA ST LAUREL AVE LOCUST AVE 1,285 28 35,980 17
INDUSTRIAL DR INDUSTRIAL DR FORTUNA WAY 1,671 36 60,156 17 SANTA ANA AVE RIVERSIDE AVE EAST END 2,615 60 156,900 17 ALICE AVE CHAPARRAL ST EASTON ST 519 32 16,608 18
ALLEY RIALTO AVE END 554 20 11,080 18
LOCUST AVE STONEHURST DR VINEYARD AVE 1,334 30 40,020 18 ALLEY MILLARD AVE LILAC AVE 710 20 14,200 19
ALLEY PALM AVE WILLOW AVE 525 20 10,500 19
INDUSTRIAL DR RIVERSIDE AVE INDUSTRIAL DR 1,441 36 53,440 19 ALLEY CASCADE DR PALM AVE 1,105 20 22,100 20
ALLEY LORRAINE PL SPRUCE AVE 1,168 20 23,360 20
ALLEY END (Wells Fargo Parking Lot)RIVERSIDE AVE 610 21 12,810 20 VISTA AVE MAYWOOD ST END 389 40 15,560 20
ALLEY SCOTT ST OLIVE AVE 557 20 11,140 21
BENJAMIN AVE BLOOMINGTON AVE ALLEY 470 33 15,510 21
RIVERSIDE AVE OH POMEGRANATE AVE ARBETH ST 823 34 27,982 21 EUCALYPTUS AVE RIALTO AVE MERRILL AVE 2,575 36 92,700 22 ORANGE AVE COLUMBINE AVE END 433 32 13,856 22
HEATHER ST LILAC AVE VERDE AVE 267 33 8,811 23
NORWOOD ST CACTUS AVE IRIS AVE 449 33 14,817 23
NORWOOD ST IRIS AVE MILOR AVE 746 33 24,618 23
WINCHESTER DR SYCAMORE AVE OLIVE AVE 993 34 33,762 23
ALLEY MILLARD AVE END 305 25 7,625 24
MILOR AVE NORWOOD ST COLUMBINE AVE 656 33 21,648 24
2ND ST DATE AVE SYCAMORE AVE 578 34 19,652 25
COLUMBINE AVE APPLE AVE RIVERSIDE AVE OH 784 32 25,088 25 MESA DR PAMPAS AVE ENCINA AVE 741 33 24,453 25
RIVERSIDE AVE OH MEADOW LN POMEGRANATE AVE 543 34 18,462 25 HEATHER ST WILLOW AVE VISTA AVE 798 33 26,334 26
HOME ST OLIVE AVE SYCAMORE AVE 975 35 34,125 26
LA GLORIA DR SPRUCE AVE ARROWHEAD AVE 285 33 9,405 26
LOCUST AVE BUENA VISTA DR CASA GRANDE DR 1,242 26 32,292 26 PEPPER AVE 2ND ST SOUTH CITY LIMIT 576 50 28,800 26
IRIS AVE NORWOOD ST END 406 33 13,398 27
MULBERRY AVE JACKSON ST END 237 33 7,821 27
PEPPER AVE FOOTHILL BLVD 2ND ST 1,254 64 80,256 27
RAMONA DR SAGE AVE ACACIA AVE 801 34 27,234 27
ALLEY PALM AVE CASCADE DR 425 20 8,500 28
ALLEY 2ND ST 3RD ST 950 20 19,000 28
ALTHEA AVE MARIANA ST WALNUT AVE 479 33 15,807 28
BOHNERT AVE AYALA DR SPRUCE AVE 1,257 38 49,526 28
CASCADE DR RIVERSIDE AVE PALM AVE 500 32 16,000 28
City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
RESOURCE DR END RIVERSIDE AVE 2,390 41 97,990 28
HEATHER ST VERDE AVE VISTA AVE 268 33 8,844 29
PALM AVE CASCADE DR ALLEY 162 33 5,346 29
PAMPAS AVE 3RD ST MCKINLEY ST 346 37 12,802 29
SYCAMORE AVE SLOVER AVE CAMERON WAY 700 21 14,700 29
VERDE AVE END HEATHER ST 428 33 14,124 29
VISTA AVE MINDANAO ST END 330 40 13,200 29
WALNUT AVE CACTUS AVE LILAC AVE 1,244 60 74,640 29
WILLOW AVE WALNUT AVE CHAPARRAL ST 1,404 36 50,544 29
YUCCA AVE MARIANA ST END 601 33 19,833 29
2ND ST DATE AVE RIVERSIDE AVE 751 34 25,534 30
DATE AVE CAMERON WAY END 312 33 10,296 30
PALM AVE COLUMBINE AVE END 431 32 13,792 30
RIVERSIDE AVE RESOURCE DR AGUA MANSA RD 1,411 76 94,506 30 ALLEY VIRGINIA ST VIRGINIA ST 907 20 18,140 31
LILAC AVE CHAPARRAL ST HEATHER ST 1,210 38 46,730 31
MARGARITA RD MARGARITA RD END 205 33 6,765 31
WILLOW AVE JURUPA AVE SANTA ANA AVE 2,720 36 97,920 31
ALICE AVE EASTON ST END 344 33 11,352 32
ALLEY ACACIA AVE SYCAMORE AVE 1,281 24 30,744 32
ALLEY SYCAMORE AVE END 310 25 7,750 32
CARTER ST ACACIA AVE ENCINA AVE 342 32 10,944 32
HEATHER ST SYCAMORE AVE END 645 33 21,285 32
JACKSON ST EUCALYPTUS AVE CHESTNUT AVE 439 33 13,447 32 LILAC AVE VALLEY BLVD SOUTH END 562 38 21,356 32
MILOR AVE COLUMBINE AVE END 794 32 25,408 32
YUCCA AVE YUCCA AVE END 202 33 6,666 32
ALLEY 2ND ST OLIVE AVE 460 20 9,200 33
ALLEY SYCAMORE AVE JACKSON ST (S) 1,125 19 21,375 33
ALLEY SYCAMORE AVE JACKSON ST (N) 1,155 20 23,100 33
GROVE ST CEDAR AVE LARCH AVE 1,339 33 44,187 33
ORANGE AVE CASMALIA ST WILLOW AVE 927 33 30,591 33
PAMPAS AVE JACKSON ST MESA DR 339 33 11,187 33
SYCAMORE AVE CAMERON WAY END 278 34 9,452 33
WILSON ST PAMPAS AVE EUCALYPTUS AVE 267 33 8,811 33
PEPPER AVE BASELINE RD ETIWANDA AVE 2,600 64 166,400 34 BOHNERT AVE SPRUCE AVE CACTUS AVE 1,302 38 49,476 35
CHESTNUT AVE JACKSON ST MESA DR 365 33 12,045 35
CLIFFORD AVE TAHOE ST EASTON ST 304 33 10,032 35
MILLARD AVE ORCHARD ST END 178 32 5,696 35
RIVERSIDE AVE JURUPA AVE RESOURCE DR 1,924 68 130,832 35 RIVERSIDE AVE OH CHERRY AVE END 443 34 15,062 35
TEAKWOOD AVE WEDGEWOOD CT ETIWANDA 250 33 8,250 35
ALLEY JAMES ST JAMES ST 545 17 9,265 36
ARROWHEAD AVE LA GLORIA DR NORWOOD ST 376 33 12,408 36
HEATHER ST WILLOW AVE ALICE AVE 540 33 17,820 36
MERIDIAN AVE BASELINE RD SOUTH CITY LIMIT 1,955 42 82,110 36 OLIVE AVE HOME ST VIRGINIA ST 331 35 11,585 36
PALM AVE CHERRY AVE END 340 33 11,220 36
RIVERSIDE AVE AGUA MANSA RD KLINE RANCH 2,795 72 193,866 36 ROSEWOOD ST ASPEN AVE CEDAR AVE 482 33 15,906 36
STONEHURST DR. LOCUST AVE END 2,622 32 83,904 36
OLIVE AVE FROMER ST GRANT ST 260 35 9,100 37
VISTA AVE HEATHER ST END 424 33 13,992 37
YUCCA AVE MILOR AVE NORWOOD ST 776 33 25,608 37
COLUMBINE AVE MILOR AVE APPLE AVE 228 33 7,524 38
LARCH AVE RIALTO AVE END 547 37 20,239 38
MINDANAO ST LILAC AVE VISTA AVE 441 40 17,640 38
City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
OLIVE AVE CERRITOS ST WINCHESTER DR 916 36 32,976 38
VALLEY BLVD SPRUCE AVE CACTUS AVE 1,284 84 107,856 38
ALLEY JAMES ST OLIVE AVE (W) 600 25 15,000 39
CARTER ST ARROWHEAD AVE BRAMPTON AVE 573 33 18,909 39
HEATHER ST SYCAMORE AVE JOYCE AVE 1,066 33 35,178 39
MAGNOLIA AVE VIRGINIA ST HOME ST 330 35 11,550 39
MONTE AVE RIVERSIDE AVE END 505 49 24,745 39
RAMONA DR RAMONA DR END 92 35 3,220 39
SYCAMORE AVE ROSEWOOD ST FOOTHILL BLVD 1,146 36 41,256 39 ALLEY END SYCAMORE AVE 986 23 22,678 40
ALLEY JAMES ST OLIVE AVE (E) 630 20 12,600 40
JACKSON ST BIRCH AVE PEPPER AVE 182 43 8,871 40
JAMES ST RIVERSIDE AVE OLIVE AVE 507 33 16,731 40
LOCUST AVE VINEYARD AVE CASMALIA ST 1,314 60 78,840 40
MAPLE AVE BASELINE RD ETIWANDA AVE 2,600 19 49,400 40
MESA DR CHESTNUT AVE BIRCH AVE 764 33 25,212 40
PALM AVE DALEWOOD AVE END 471 33 15,543 40
PALM AVE WILLOW AVE CASMALIA ST 927 33 30,591 40
RIVERSIDE AVE OH END CHERRY AVE 784 34 26,656 40
SHAMROCK ST CLIFFORD AVE VISTA AVE 331 33 10,923 40
SUMMIT AVE MAPLE AVE LINDEN AVE 1,291 26 33,566 40
ALLEY 1ST ST RIALTO AVE 596 20 11,920 41
CAMERON WAY RIVERSIDE AVE DATE AVE 696 33 22,968 41
LEISKE DR FITZGERALD AVE AYALA DR 604 43 25,972 41
LOWELL ST LOCUST AVE END 1,988 25 49,700 41
PRIMROSE AVE HOME ST END 553 33 18,249 41
ALTHEA AVE NORWOOD ST END 171 32 5,472 42
ARBETH ST DATE AVE RIVERSIDE AVE OH 471 33 15,543 42
ENCINA AVE JACKSON ST MESA DR 324 33 10,692 42
ETIWANDA AVE LILAC AVE WILLOW AVE 1,270 36 45,720 42
LOCUST AVE RIVERSIDE AVE BUENA VISTA DR 388 60 23,280 42 NORWOOD ST ARROWHEAD AVE MESA ST 115 33 3,795 42
SYCAMORE AVE ETIWANDA AVE ROSEWOOD ST 1,466 36 52,776 42 SYCAMORE AVE ARBETH ST CONDOR DR 768 33 25,344 42
ALLEY LILAC AVE MILLARD AVE 620 19 11,780 43
ARBETH ST OAKDALE AVE DATE AVE 842 33 27,786 43
CHAPARRAL ST OAKDALE AVE MARCELLA AVE 517 33 17,061 43
IRIS AVE MARIANA ST END 381 33 12,573 43
RIVERSIDE AVE OH END MEADOW LN 524 33 17,292 43
CHESHIRE ST AYALA DR CHESHIRE ST 660 33 21,780 44
MARCELLA AVE CERES ST END 224 33 7,392 44
NORWOOD ST QUINCE AVE AYALA DR 1,066 33 35,178 44
YUCCA AVE MERRILL AVE END 564 40 22,560 44
ALDER AVE BOHNERT AVE CASAMALIA ST 1,560 36 56,160 45
ALLEY SAGE AVE SYCAMORE AVE 545 20 10,900 45
ARROWHEAD AVE JAMES ST END 1,000 33 33,000 45
EASTON ST BRAMPTON AVE 125' E/ BRAMPTON AVE 340 40 13,600 45 EUCALYPTUS AVE ETIWANDA AVE FOOTHILL BLVD 2,590 36 93,240 45 JOYCE AVE END VIRGINIA ST 725 32 23,200 45
LEWIS ST ASPEN AVE END 351 33 11,583 45
LILAC AVE SANTA ANA AVE MAYWOOD ST 2,225 38 84,550 45
MERRILL AVE SYCAMORE AVE EUCALYPTUS AVE 2,592 60 155,520 45 OAKDALE AVE CROMWELL ST CHAPARRAL ST 404 34 13,736 45
CROMWELL ST SYCAMORE AVE OAKDALE AVE 280 33 9,240 46
LILAC AVE SLOVER AVE SANTA ANA AVE 2,584 38 98,192 46
MARIANA ST END SYCAMORE AVE 656 33 21,648 46
QUINCE AVE CHESHIRE ST LA GLORIA DR 532 33 17,556 46
WALNUT AVE ACACIA AVE EUCALYPTUS AVE 1,275 40 51,000 46
City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
EASTON ST PVMT CHNGE 160' W/ ARROWHEAD AVEBRAMPTON AVE 660 40 26,400 47 MAGNOLIA AVE 2ND ST 3RD ST 660 36 23,760 47
MARGARITA RD ROSALIND AVE TERRACE RD 787 32 25,184 47
SAGE AVE CHAPARRAL ST END 390 33 12,870 47
SHAMROCK ST VERDE AVE LILAC AVE 331 32 10,592 47
TERRA VISTA DR ALDER AVE PALMETTO AVE 2,155 36 77,580 47 WABASH ST EVALINE CT MERIDIAN AVE 840 32 26,880 47
ALLEY RIALTO AVE END 560 19 10,640 48
ALLEY SOUTH ST NORTH END 355 17 6,035 48
ALLEY 2ND ST 3RD ST 625 20 12,500 48
BONNIE VIEW DR RIVERSIDE AVE WILLOW AVE 1,323 32 42,336 48 CARPENTER ST END MAPLE AVE 512 32 16,384 48
CEDAR AVE MERRILL AVE RANDALL AVE 2,600 68 176,800 48
LILAC AVE HEATHER ST WALNUT AVE 265 40 10,600 48
MARIANA ST OAKDALE AVE ACACIA AVE 1,042 33 34,386 48
BEECHWOOD AVE ALRU ST VODDEN ST 652 32 20,864 49
DRIFTWOOD AVE ORANGE AVE APPLE AVE 552 32 17,664 49
EUCALYPTUS AVE WALNUT AVE BASELINE RD 2,617 36 94,212 49 LINDEN AVE BANYAN AVE BOHNERT AVE 395 51 20,875 49
LIVE OAK AVE RIVERSIDE AVE TERRA VISTA DR 1,644 70 101,848 49 TEAKWOOD AVE VALENCIA ST WEDGEWOOD CT 329 33 10,857 49
ALLEY ACACIA AVE BONNIE VIEW DR (N) 1,160 20 23,200 50
CONDOR DR CONDOR DR END 137 33 4,521 50
EUCALYPTUS AVE MERRILL AVE CITY LIMIT 632 42 26,544 50
GALWAY ST PARK AVE CASMALIA ST 874 32 27,968 50
SCOTT ST SYCAMORE AVE END 706 32 22,592 50
VISTA AVE GROVE ST END 177 33 5,841 50
WILSON ST ACACIA AVE PINE AVE 534 33 17,622 50
ALDER AVE BOHNERT AVE STONEHURST DR 265 70 18,550 51
ARROWHEAD AVE VALENCIA ST IDYLLWILD AVE 759 32 24,288 51 CARTER ST BRAMPTON AVE CACTUS AVE 473 32 15,136 51
CHAPARRAL ST MARCELLA AVE ACACIA AVE 521 32 16,672 51
CHESHIRE ST AYALA DR CEDAR AVE 1,331 33 43,923 51
CHESHIRE ST PVMT CHNGE 665' W/ COMPTON AVEEND 205 33 6,765 51 CHURCH AVE APPLE AVE PALM AVE 251 32 8,032 51
CHURCH AVE GROVE ST END 945 33 31,185 51
ERWIN ST PRIMROSE AVE EUCALYPTUS AVE 526 33 17,358 51
FITZGERALD AVE AYALA DR BASELINE RD 1,554 42 65,268 51
GRANT ST MAGNOLIA AVE RIVERSIDE AVE 1,068 34 36,312 51
KOA AVE MEADOW LN END 377 33 12,441 51
RAMONA DR SYCAMORE AVE SAGE AVE 529 31 16,399 51
RIVERSIDE AVE SANTA ANA AVE JURUPA AVE 3,057 68 207,876 51 ALLEY ACACIA AVE BONNIE VIEW DR (S) 1,160 20 23,200 52
CEDAR AVE FOOTHILL BLVD RIALTO AVE 2,600 68 176,800 52
CORNELL DR SYCAMORE AVE RIVERSIDE AVE 1,332 33 43,956 52 CRAIG ST BRIERWOOD AVE END 345 32 11,040 52
DATE AVE SLOVER AVE CAMERON WAY 714 33 23,562 52
HOLLADAY PL CACTUS AVE PARK AVE 808 34 27,472 52
WABASH ST IDYLLWILD AVE END 413 33 13,629 52
WEDGEWOOD CT IDYLLWILD AVE TEAKWOOD AVE 1,274 33 42,042 52 YUCCA AVE JAMES ST END 513 32 16,416 52
AGUA MANSA RD 1194'' N/O HOLLY ST RIVERSIDE AVE 2,061 74 136,114 53 ALLEY 2ND ST LORRAINE PL 1,180 20 23,600 53
ALLEY WILLOW AVE BENJAMIN AVE 310 20 6,200 53
ALLEY SHAMROCK ST SHAMROCK ST (S) 760 20 15,200 53
CEDAR AVE APPLE AVE RIVERSIDE AVE 48 32 1,536 53
CHERRY AVE APPLE AVE RIVERSIDE AVE OH 788 32 25,216 53
JOYCE AVE MARIANA ST HEATHER ST 263 33 8,679 53
City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
LILAC AVE TAHOE ST CHAPARRAL ST 880 40 33,945 53
LINDEN AVE RIVERSIDE AVE PERSIMMON AVE 2,685 42 112,770 53 MILLARD AVE BLOOMINGTON AVE ORCHARD ST 956 32 30,592 53 SAGE AVE END ETIWANDA AVE 625 33 20,625 53
SYCAMORE AVE END SYCAMORE AVE 208 33 6,864 53
VICTORIA ST EUCALYPTUS AVE LAMARR ST 793 33 26,169 53
YUCCA AVE VALENCIA AVE END 204 33 6,732 53
2ND ST 2ND ST END 114 32 3,648 54
ALLEY BENJAMIN AVE ALLEY 289 20 5,780 54
ALLEY END SHAMROCK ST 329 20 6,580 54
BRYANT ST RIVERSIDE AVE END 457 36 16,452 54
CACTUS AVE WALNUT AVE 679'' N/O WALNUT AVE 679 68 46,172 54 CAMPHOR AVE MESA DR BASELINE RD 297 33 9,801 54
COMPTON ST NORWOOD ST END 285 41 11,685 54
IRIS AVE ALRU ST END 396 33 13,068 54
JOYCE AVE EASTON ST END 443 33 14,619 54
ORCHARD ST LILAC AVE MILLARD AVE 768 32 24,576 54
RAMONA DR END RAMONA DR 154 34 5,236 54
RIALTO AVE EUCLYPTUS AVE CITY LIMITS 617 62 38,254 54
VISTA GRANDE RD SHAMROCK ST TERRACE RD 826 35 28,910 54 ACACIA AVE MERRILL AVE RIALTO AVE 2,580 36 92,880 55
CASA GRANDE DR ALDER AVE LOCUST AVE 2,638 60 158,280 55 CEDAR AVE ETIWANDA AVE FOOTHILL BLVD 2,600 68 176,800 55 CERRITOS ST MARCELLA AVE ACACIA AVE 531 32 16,992 55
CONDOR DR SYCAMORE AVE RIVERSIDE AVE OH 1,082 33 35,706 55 FILLMORE AVE BOHNERT AVE FILLMORE AVE 998 33 32,934 55
HIGHLAND AVE BRIDGE OAKDALE AVE 440 76 34,600 55
MORGAN ST WILLOW AVE RIVERSIDE AVE 1,335 36 48,060 55
OAKDALE AVE END ARBETH ST 631 32 20,192 55
OAKDALE AVE MARIANA ST HEATHER ST 263 33 8,679 55
ORANGE AVE QUINCE AVE DRIFTWOOD AVE 1,539 32 49,248 55
ROSEWOOD ST LARCH AVE END 497 33 16,401 55
SAGE AVE GRANT ST RANDALL AVE 535 33 17,655 55
SHAMROCK ST FALCON DR TERRACE RD 642 33 21,186 55
ALLEY SHAMROCK ST SHAMROCK ST (N) 745 20 14,900 56
ALLEY LILAC AVE END 935 24 22,440 56
ALLEY SYCAMORE AVE ACACIA AVE 1,271 20 25,420 56
APPLE AVE COLUMBINE AVE CACTUS AVE 1,139 36 41,004 56
ENCINA AVE JAMES ST ENCINA CT 383 32 12,256 56
JACKSON ST PEPPER AVE END 1,325 33 43,725 56
LA GLORIA DR END TEAKWOOD AVE 603 33 19,899 56
LINDEN AVE 210' S/ BOHNERT AVE CASMALIA ST 1,785 26 46,410 56 OLIVE AVE RIALTO AVE END 484 34 16,456 56
SUMMIT AVE LINDEN AVE APPLE AVE 1,757 36 63,252 56
TIBBOT AVE SPRUCE AVE END 1,310 33 43,230 56
VAN KOEVERING STPEPPER AVE END 263 33 8,679 56
ALLEY RAMONA DR RAMONA DR 785 20 15,700 57
ALLEY END SHAMROCK ST 329 20 6,580 57
BRIERWOOD AVE BOHNERT AVE LA GLORIA DR 861 32 27,552 57 ETIWANDA AVE MAPLE AVE LINDEN AVE 1,284 36 46,224 57
LAUREL AVE CASMALIA ST END 2,014 41 82,574 57
LORRAINE PL WISTERIA AVE LINDEN AVE 1,128 33 37,224 57
LURELANE ST LILAC AVE VISTA AVE 532 33 17,556 57
LURELANE ST ALICE AVE WILLOW AVE 537 32 17,184 57
PAMPAS AVE CARTER ST END 106 32 3,392 57
PEPPER AVE ETIWANDA AVE FOOTHILL BLVD 2,600 64 166,400 57 RAMONA DR OLIVE AVE SYCAMORE AVE 779 33 25,707 57
SHAMROCK ST FALCON DR MERIDIAN AVE 756 33 24,948 57
City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
VALENCIA ST PALM AVE RIVERSIDE AVE 528 33 17,424 57
WILSON ST PINE AVE PAMPAS AVE 521 33 17,193 57
ALLEY SAGE AVE RANDALL AVE 485 20 9,700 58
APPLE AVE CEDAR AVE CHURCH AVE 521 36 18,756 58
BOHNERT AVE LINDEN AVE CEDAR AVE 1,290 38 49,020 58
CARTER ST HUFF ST ENCINA AVE 720 32 23,040 58
GARDENA AVE LURELANE ST END 377 33 12,441 58
HOLLY ST HOLLY ST END 75 33 2,475 58
JOYCE AVE 2ND ST KING ST 289 35 10,115 58
MARCELLA AVE SCOTT ST CERRITOS ST 269 32 8,608 58
ORANGE AVE DALEWOOD AVE END 425 33 14,025 58
RIVERSIDE AVE BRIDGE (S/O 10 FWY) SLOVER AVE 1,324 68 90,032 58 SYCAMORE AVE BELMONT AVE CONDOR DR 549 32 17,568 58
VAN KOEVERING STPINE AVE ACACIA AVE 535 34 18,190 58
VAN KOEVERING STWILLOW AVE RIVERSIDE AVE 1,332 34 45,288 58 VERDE AVE LURELANE ST END 390 33 12,870 58
WINCHESTER AVE YUCCA AVE LILAC AVE 1,090 33 35,970 58
ALICE AVE VALLEY BLVD END 355 30 10,650 59
ALLEY WILLOW AVE SAN BERNARDINO AVE 1,140 17 19,380 59
APPLE AVE CACTUS AVE DOWNING DR 945 32 30,240 59
CLIFFORD AVE END 3RD ST 652 36 23,472 59
DATE AVE CHAPARRAL ST END 377 33 12,441 59
DOWNING DR APPLE AVE RIVERSIDE AVE OH 790 32 25,280 59
ENTERPRISE DR AGUA MANSA RD RESOURCE DR 1,726 42 72,492 59 ETIWANDA AVE SYCAMORE AVE ACACIA AVE 1,304 36 46,944 59 HOLLADAY PL LILAC AVE MILLARD AVE 667 24 18,293 59
MERRILL AVE RIVERSIDE AVE SYCAMORE AVE 1,270 60 76,200 59 OLIVE AVE 2ND ST 3RD ST 663 35 23,205 59
RIALTO AVE MAPLE AVE LINDEN AVE 1,349 68 91,732 59
SCOTT ST MARCELLA AVE ACACIA AVE 527 32 16,864 59
SCOTT ST ACACIA AVE PINE AVE 526 33 17,358 59
VISTA AVE HEATHER ST END 650 33 21,450 59
3RD ST RIVERSIDE AVE DATE AVE 748 34 25,432 60
ALLEY 1ST ST END 258 20 5,160 60
ALLEY END SHAMROCK ST 330 20 6,600 60
ALLEY SHAMROCK ST SHAMROCK ST 1,400 20 28,000 60
BOHNERT AVE CEDAR AVE AYALA DR 1,284 38 48,792 60
CHAPARRAL ST VISTA AVE WILLOW AVE 798 33 26,334 60
CLIFFORD AVE FOOTHILL BLVD 3RD ST 660 34 22,440 60
ENCINA AVE WALNUT AVE HEATHER ST 499 33 16,467 60
HIGHLAND AVE (EB ONLY)PVMT CHNGE 1150' E/ PEPPER AVEBRIDGE 202 34 6,868 60 HOLLY ST HOLLY ST END 89 46 4,094 60
HOLLY ST RIVERSIDE AVE DATE AVE 785 33 25,905 60
HUFF ST ENCINA AVE CARTER ST 893 32 28,576 60
MAPLE AVE WEST COAST BLVD SUMMIT AVE 2,035 36 73,260 60 ORCHARD ST MILLARD AVE WILLOW AVE 647 32 20,704 60
3RD ST DATE AVE SYCAMORE AVE 578 34 19,652 61
3RD ST MILLARD AVE WILLOW AVE 661 35 23,135 61
3RD ST LARCH AVE GLENWOOD AVE 245 33 8,085 61
BRIERWOOD AVE ALRU ST END 1,564 32 50,048 61
BRIERWOOD ST MADRONA ST JACKSON ST 1,044 32 33,408 61
CERRITOS ST IDYLLWILD AVE END 294 33 9,702 61
DRIFTWOOD AVE CIMARRON ST WILDFLOWER ST 512 32 16,384 61 ETIWANDA AVE CACTUS AVE LILAC AVE 1,270 36 45,720 61
GRANT ST END SYCAMORE AVE 344 33 11,352 61
HOLLY ST PALM AVE RIVERSIDE AVE 536 33 17,688 61
LOCUST AVE CASA GRANDE DR TUDOR ST 1,151 30 34,530 61
LOCUST AVE TUDOR ST LOWELL ST 901 60 54,060 61
City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
LOCUST AVE CASMALIA ST BRIDGE 295 58 17,110 61
LURELANE ST END SYCAMORE AVE 680 33 22,440 61
MAGNOLIA AVE ARBETH ST END 324 33 10,692 61
MARIPOSA DR LILAC AVE END 516 32 16,512 61
OAKDALE AVE KING ST 2ND ST 290 36 10,440 61
QUINCE AVE ORCHARD ST END 167 34 5,678 61
VAN KOEVERING STPRIMROSE AVE PINE AVE 394 34 13,396 61
WALNUT AVE EUCALYPTUS AVE CUL-DE-SAC 650 36 23,400 61
2ND ST CEDAR AVE LANCEWOOD AVE 1,040 33 34,320 62
2ND ST GLENWOOD AVE TEAKWOOD AVE 320 37 11,840 62
ASPEN AVE 2ND ST LORRAINE PL 986 33 32,538 62
AYALA DR RIVERSIDE AVE BOHNERT AVE 2,928 68 199,104 62
BURNEY AVE WABASH ST END 382 32 12,224 62
CASCADE DR SAGE AVE SYCAMORE AVE 528 33 17,424 62
DALEWOOD AVE APPLE AVE RIVERSIDE AVE OH 789 33 26,037 62 DATE AVE LURELANE ST LOMITA DR 390 33 12,870 62
ERWIN ST ENCINA AVE PINE AVE 259 35 9,065 62
ETIWANDA AVE LINDEN AVE CEDAR AVE 1,266 36 45,576 62
ETIWANDA AVE ACACIA AVE EUCALYPTUS AVE 1,300 36 46,800 62 HIGHLAND AVE EASTON ST BRIDGE 430 70 31,500 62
LA GLORIA DR SPRUCE AVE TEAKWOOD AVE 539 33 17,787 62
LEWIS ST BRIERWOOD AVE END 338 32 10,816 62
LILAC AVE FOOTHILL BLVD RIALTO AVE 2,549 38 96,862 62
MAGNOLIA AVE 3RD ST FOOTHILL BLVD 920 27 24,840 62
MARTIN ST WEDGEWOOD CT DRIFTWOOD AVE 932 33 30,756 62
MILLARD AVE CHAPARRAL ST END 389 33 12,837 62
MILLARD AVE GROVE ST END 174 33 5,742 62
OLIVE AVE 3RD ST FOOTHILL BLVD 918 35 32,130 62
PALM AVE END WILLOW AVE 440 32 16,080 62
PALM AVE END WALNUT AVE 332 33 10,956 62
PARK AVE SCOTT ST WINCHESTER AVE 704 33 23,232 62
PRIMROSE AVE CORNELL DR END 156 36 5,616 62
RANDALL AVE RIVERSIDE AVE SYCAMORE AVE 1,270 60 76,200 62 ROSEWOOD ST DATE AVE SYCAMORE AVE 507 33 16,731 62
SPRUCE AVE RIALTO AVE END 615 40 24,600 62
VALENCIA ST ACACIA AVE PRIMROSE AVE 817 33 26,961 62
VICTORIA ST CORNELL AVE ACACIA AVE 388 36 13,968 62
WABASH ST CEDAR AVE DRIFTWOOD AVE 420 33 13,860 62
WALNUT AVE ARROWHEAD AVE FILLMORE AVE 1,014 36 36,504 62 2ND ST TEAKWOOD AVE BEECHWOOD AVE 326 37 12,062 63
ALICE AVE HEATHER ST CHAPARRAL ST 940 33 31,020 63
ALLEY 2ND ST END 300 20 6,000 63
ALLEY SHAMROCK ST END 168 20 3,360 63
AYALA DR BOHNERT AVE CASMALIA ST 2,078 68 141,304 63
BELMONT AVE SYCAMORE AVE CONDOR DR 899 33 29,667 63
BRAMPTON AVE SCOTT ST END 421 33 13,893 63
CACTUS AVE WALNUT AVE BASELINE RD 2,641 68 179,588 63
CEDAR AVE BOHNERT AVE CASMALIA ST 1,967 38 74,746 63
CHURCH AVE CHURCH AVE END 96 32 3,072 63
FILLMORE AVE WINCHESTER DR WALNUT AVE 1,193 33 39,369 63 IDYLLWILD AVE FILLMORE AVE FILLMORE AVE 1,280 32 40,960 63 JAMES ST YUCCA AVE IRIS AVE 270 33 8,910 63
LAUREL AVE END EASTON ST 4,795 27 129,465 63
LOMITA DR SYCAMORE AVE DATE AVE 538 33 17,754 63
MAPLE AVE SUMMIT AVE PERSIMMON ST 320 36 11,520 63
PAMPAS AVE HOME ST END 555 33 18,315 63
ROSALIND AVE MESA DR JACKSON ST 310 33 10,230 63
City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
SHAMROCK ST VISTA AVE VERDE AVE 334 33 11,022 63
SYCAMORE AVE WILSON ST MERRILL AVE 1,080 36 38,880 63
WABASH ST RIVERSIDE AVE PALM AVE 535 33 17,655 63
WEST COAST BLVD MAPLE AVE WEST END 625 36 22,500 63
1ST ST RIVERSIDE AVE SYCAMORE AVE 1,235 60 74,100 64
1ST ST CACTUS AVE LILAC AVE 1,325 35 46,000 64
2ND ST BEECHWOOD AVE SPRUCE AVE 327 37 12,099 64
ALLEY 1ST ST RIALTO AVE 603 20 12,060 64
APPLE AVE CHURCH AVE SUMMIT ST 557 36 20,052 64
CACTUS AVE FOOTHILL BLVD RIALTO AVE 2,560 68 174,080 64 CASMALIA ST PVMT CHNGE 140' W/ APPLE AVERIVERSIDE AVE 925 40 37,000 64 CASMALIA ST CASMALIA ST END 131 32 4,192 64
CEDAR AVE BASELINE RD ETIWANDA AVE 2,600 68 176,800 64
CERES ST JOYCE AVE MARCELLA AVE 249 33 8,217 64
EASTON ST RIVERSIDE AVE HIGHLAND AVE 1,307 66 86,262 64 IRIS AVE JAMES ST MERRILL AVE 1,309 33 43,197 64
LARCH AVE 2ND ST 3RD ST 992 36 35,712 64
LIVE OAK AVE LINDE VISTA DR MONTECITO DR 536 32 17,152 64 ORANGE AVE RANDALL AVE GRANT ST 519 33 17,127 64
PAMPAS AVE CORNELL DR END 156 36 5,616 64
RAMONA DR LILAC AVE WILLOW AVE 1,333 33 43,989 64
TERRA VISTA DR PALMETTO AVE WEST CITY LIMIT 2,455 36 88,380 64 VERDE AVE EASTON ST TAHOE ST 305 33 10,065 64
VERDE AVE SHAMROCK ST END 256 33 8,448 64
WILLOW AVE BASELINE RD WALNUT AVE 2,592 36 93,312 64
WISTERIA AVE 2ND ST LORRAINE PL 988 33 32,604 64
ALLEY RAMONA DR END 206 19 3,914 65
BEECHWOOD AVE WABASH ST END 245 33 8,085 65
BUXTON DR BEECHWOOD AVE AYALA DR 502 33 16,566 65
CASMALIA ST SPRUCE AVE PVMT CHNGE 355' E/ ARROWHEAD AVE610 40 24,400 65 CHESTNUT AVE VICTORIA ST ETIWANDA AVE 1,012 33 33,396 65 CHURCH AVE CRAIG ST BOHNERT AVE 268 32 8,576 65
FILLMORE AVE CARTER ST END 344 32 11,008 65
HOLLY ST HOLLY ST END 75 33 2,475 65
JACKSON ST BIRCH AVE END 454 33 14,982 65
KING ST ACACIA AVE OAKDALE AVE 1,054 35 36,890 65
LEWIS ST DRIFTWOOD AVE QUINCE AVE 885 33 29,205 65
MAGNOLIA AVE ALRU AVE ORCHARD ST 1,029 35 36,015 65
MEADOW LN RIVERSIDE AVE OH MAGNOLIA AVE 845 33 27,885 65 ORANGE AVE CHERRY AVE END 402 32 12,864 65
QUINCE AVE LA GLORIA DR CRAIG ST 532 33 17,556 65
RIVERSIDE AVE EASTON ST WALNUT AVE 1,942 68 132,056 65
SYCAMORE AVE CUL-DE-SAC WALNUT AVE 2,418 36 90,894 65
VALENCIA AVE CACTUS AVE IRIS AVE 496 33 16,368 65
VICTORIA ST LAMARR ST PEPPER AVE 531 33 17,523 65
WEDGEWOOD CT PALM AVE END 428 33 14,124 65
ALLEY RAMONA DR RAMONA DR (N) 785 19 14,915 66
BANYON ST DRIFTWOOD AVE AYALA DR 187 36 6,732 66
BLOOMINGTON AVELARCH AVE SPRUCE AVE 1,900 92 153,820 66 CARTER ST LILAC AVE ALTHEA AVE 527 33 17,391 66
CARTER ST CHURCH AVE END 136 32 4,352 66
DATE AVE ROSEWOOD ST GROVE ST 450 35 15,750 66
DATE AVE ARBETH ST END 181 33 5,973 66
EVALINE CT WABASH ST END 382 32 12,224 66
FORTUNA WAY INDUSTRIAL DR END 557 40 22,280 66
JAMES ST LARCH AVE VINE AVE 532 32 17,024 66
JOYCE AVE CHAPARRAL ST END 390 33 12,870 66
JOYCE AVE MERRILL AVE END 554 33 18,282 66
City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
KING ST EUCALYPTUS AVE PAMPAS AVE 281 35 9,835 66
LOCUST AVE LOWELL ST STONEHURST DR 2,682 60 160,920 66
MESA DR ELMWOOD AVE OAKWOOD AVE 710 33 23,430 66
MULBERRY AVE VICTORIA ST ETIWANDA AVE 1,014 33 33,462 66 OAKDALE AVE RAMONA DR ROSEWOOD ST 809 36 29,124 66
OLIVE AVE JAMES ST ALLEY 490 33 16,170 66
PALM AVE 1ST ST RIALTO AVE 672 48 32,256 66
PAMPAS AVE KING ST 2ND ST 280 34 9,520 66
POMEGRANATE AVERIVERSIDE AVE OH END 422 33 13,926 66
RIVERSIDE AVE CEDAR AVE AYALA DR 1,900 68 129,200 66
ROSEWOOD ST DATE AVE RIVERSIDE AVE 828 33 27,324 66
SAGE AVE MERRILL AVE CARTER ST 508 35 17,780 66
SHAMROCK ST EUCALYPTUS AVE ASH AVE 889 33 29,337 66
SYCAMORE AVE MADRONA ST ETIWANDA AVE 1,287 36 46,332 66 VALENCIA ST TEAKWOOD AVE IDYLLWILD AVE 1,014 33 33,462 66 VERDE AVE CASCADE DR END 737 33 24,321 66
VERDE AVE ETIWANDA AVE HOLLY ST 843 35 29,505 66
VICTORIA ST WILLOW AVE RIVERSIDE AVE 1,334 36 48,024 66 VIRGINIA ST ACACIA AVE PINE AVE 516 33 17,028 66
VIRGINIA ST RIVERSIDE AVE ALICE AVE 937 33 30,921 66
WINCHESTER DR CACTUS AVE BRAMPTON AVE 527 33 17,391 66
2ND ST IRIS AVE LILAC AVE 901 33 29,733 67
3RD ST SYCAMORE AVE ACACIA AVE 1,324 35 46,340 67
3RD ST LILAC AVE CACTUS AVE 1,329 35 46,515 67
3RD ST LILAC AVE MILLARD AVE 661 33 21,813 67
APPLE AVE SUMMIT ST AYALA DR 1,033 36 37,188 67
BASELINE RD PEPPER AVE MERIDIAN AVE 1,348 68 91,664 67
BRAMPTON AVE CARTER ST END 343 32 10,976 67
CACTUS AVE SAN BERNARDINO AVE VALLEY BLVD 2,585 68 175,780 67 CORNELL DR ACACIA AVE PRIMROSE AVE 802 35 28,070 67
DATE AVE ALRU AVE ORCHARD ST 1,030 35 36,050 67
DRIFTWOOD AVE WABASH ST ELMWOOD AVE 1,194 33 39,402 67
ELMWOOD AVE DRIFTWOOD AVE END 1,031 33 34,023 67
ENCINA CT ENCINA AVE END 186 32 7,900 67
ERWIN ST ACACIA AVE SYCAMORE AVE 1,325 35 46,375 67
GRANT ST END END 445 33 14,685 67
HOLLY ST DATE AVE SYCAMORE AVE 530 33 17,490 67
JACKSON ST GLENWOOD AVE BRIERWOOD AVE 388 33 12,804 67
MARCELLA AVE CHAPARRAL ST END 390 33 12,870 67
MARTIN ST DRIFTWOOD AVE WEDGEWOOD CT 319 33 10,527 67
MCKINLEY ST ACACIA AVE SYCAMORE AVE 1,326 35 46,410 67
MESA DR IDYLLWILD AVE END 751 33 24,783 67
MILLARD AVE END 3RD ST 650 35 22,750 67
ORANGE AVE 3RD ST FOOTHILL BLVD 926 35 32,410 67
PALM AVE DOWNING DR WINSLOW AVE 787 33 25,971 67
SYCAMORE AVE WALNUT AVE SCOTT ST 516 36 18,576 67
SYCAMORE AVE RIALTO AVE WILSON ST 1,200 36 43,200 67
SYCAMORE AVE RANDALL AVE 130'' S/O MONTROSE ST 695 36 25,020 67 VALENCIA AVE LINDEN AVE END 196 33 6,468 67
VALENCIA ST SYCAMORE AVE RIVERSIDE AVE 1,328 35 46,480 67 WILSON ST FOREST AVE LINDEN AVE 762 33 25,146 67
YUCCA AVE WINCHESTER AVE END 1,104 33 36,432 67
ACACIA AVE PVMT CHNGE 155' E/ GREENBRIAR STRANDALL AVE 759 36 27,324 68 BASELINE RD CACTUS AVE WILLOW AVE 2,600 68 164,200 68
BOHNERT AVE LOCUST AVE PVMT CHNGE 455' E/ LOCUST 455 26 11,830 68 CALLE VISTA DR TAMARIND AVE TAMARIND AVE 340 33 11,220 68 CHURCH AVE BANYON ST END 1,080 32 34,560 68
CHURCH AVE ORCHARD ST MERRILL AVE 984 32 31,488 68
City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
CORAL TREE DR SYCAMORE AVE RIVERSIDE AVE OH 1,541 32 49,312 68 CRAIG ST QUINCE AVE DRIFTWOOD AVE 887 33 29,271 68
DATE AVE 2ND ST 3RD ST 661 31 20,491 68
FALCON DR VISTA GRANDE RD SHAMROCK ST 691 35 24,185 68
FILLMORE AVE TIBBOT AVE CASMALIA ST 330 32 10,560 68
FOLKE ST CHURCH AVE END 313 33 10,329 68
HOLLY ST GARDENA AVE PALM AVE 521 33 17,193 68
JOYCE AVE MONTROSE ST END 216 33 7,128 68
MCWETHY ST MAPLE AVE PVMT CHNGE 225' E/ ASHFORD AVE550 33 18,150 68 MESA DR BELDEN AVE END 828 33 27,324 68
MESA DR JOYCE AVE SYCAMORE AVE 1,033 33 34,089 68
MONTROSE ST SYCAMORE AVE MARCELLA AVE 794 33 26,202 68
OAKDALE AVE ETIWANDA AVE END 632 35 22,120 68
OLIVE AVE 1ST ST RIALTO AVE 664 34 22,576 68
PALM AVE HOLLY ST MADRONA ST 391 33 12,903 68
PALM AVE 1ST ST COMMUNITY CENTER 364 33 12,012 68
PRIMROSE AVE MARIPOSA DR MARGARITA RD 345 33 11,385 68
QUINCE AVE APPLE AVE ORANGE AVE 501 32 16,032 68
RIVERSIDE AVE PVMT CHNGE 725' S/ RIALTO AVEMERRILL AVE 1,545 60 92,700 68 ROSALIND AVE MARIPOSA DR MARGARITA RD 485 33 16,005 68
SHAMROCK ST ASH AVE PEPPER AVE 448 33 14,784 68
SYCAMORE AVE FOOTHILL BLVD 1ST ST 2,175 36 78,300 68
SYCAMORE AVE MERRILL AVE RANDALL AVE 2,584 36 93,024 68 SYCAMORE AVE CORAL TREE DR BELMONT AVE 853 32 27,296 68 SYCAMORE AVE VALLEY BLVD END 531 36 19,116 68
TAHOE ST END BRAMPTON AVE 258 33 8,514 68
VINE AVE GROVE ST END 363 33 11,979 68
VINE AVE JAMES ST END 396 32 12,672 68
WILSON ST MAPLE AVE FOREST AVE 567 33 18,711 68
2ND ST SYCAMORE AVE JOYCE AVE 1,053 35 36,855 69
2ND ST IDYLLWILD AVE CACTUS AVE 827 36 29,772 69
ACACIA AVE RIALTO AVE FOOTHILL BLVD 2,565 40 102,600 69 ALICE AVE HOLLY ST SHAMROCK ST 1,069 33 35,277 69
ALICE AVE CASCADE DR VIRGINIA ST 841 33 27,753 69
BANYON ST DRIFTWOOD AVE END 966 32 30,912 69
BASELINE RD EUCLYPTUS AVE PEPPER AVE 1,324 68 90,032 69 CARTER ST CARTER ST END 201 33 6,633 69
ENCINA AVE MONTROSE ST END 346 33 11,418 69
ETIWANDA AVE RIVERSIDE AVE SYCAMORE AVE 1,260 36 45,360 69 FERNWOOD AVE PLAZA SERENA DR END 149 33 4,917 69
GRANADA ST WOODCREST ST TEAKWOOD AVE 932 32 29,824 69
GRANADA ST SPRUCE AVE BLOOMINGTON AVE 671 33 22,143 69
JACKSON ST SANDLEWOOD AVE LINDEN AVE 530 33 17,490 69
JUNE ST PARK AVE IRIS AVE 626 35 21,910 69
LINDEN AVE BASELINE RD ETIWANDA AVE 2,600 36 93,600 69
MADRONA ST CACTUS AVE IRIS AVE 517 33 17,061 69
MADRONA ST QUINCE AVE DRIFTWOOD AVE 274 33 9,042 69
MARCELLA AVE MONTROSE ST END 216 33 7,128 69
OAKDALE AVE JACKSON ST MESA DR 310 33 10,230 69
ORCHARD ST VINE AVE LARCH AVE 532 32 17,024 69
PALMETTO AVE TERRA VISTA DR CASA GRANDE DR 3,070 36 110,520 69 PAMPAS AVE MARGARITA RD HOME ST 615 33 20,295 69
PARK AVE 2ND ST JUNE ST 270 35 9,450 69
PERSIMMON ST LOCUST AVE MAPLE AVE 1,327 25 33,175 69
PINE AVE SCOTT ST END 424 33 13,992 69
RAMONA DR RAMONA DR END (S) 97 32 4,100 69
RIVERSIDE AVE SLOVER AVE SANTA ANA AVE 2,567 68 174,556 69 SCOTT ST RIVERSIDE AVE OLIVE AVE 329 33 10,857 69
City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
SUNRISE AVE TAMARIND AVE ALDER AVE 1,435 36 51,660 69
SYCAMORE AVE 1ST ST RIALTO AVE 733 60 43,980 69
SYCAMORE AVE CORAL TREE DR END 848 33 27,984 69
VISTA AVE SHAMROCK ST END 261 33 8,613 69
WABASH ST PEPPER AVE EVALINE CT 481 32 15,392 69
WEDGEWOOD CT LINDEN AVE END 184 33 6,072 69
WINDHAVEN DR LAUREL AVE ALMOND DR 695 33 22,935 69
WISTERIA AVE MADRONA ST JACKSON ST 694 33 22,902 69
YUCCA AVE ROSEWOOD ST VICTORIA ST 541 34 18,394 69
YUCCA AVE 2ND ST MCKINLEY ST 355 35 12,425 69
2ND ST LINDEN AVE LANCEWOOD AVE 284 33 9,372 70
ALLEY 3RD ST 2ND ST 625 20 12,500 70
AMBERWOOD AVEBUENA VISTA DR CALLE VISTA DR 301 33 9,933 70 ARROWHEAD AVE CASMALIA ST CHESHIRE ST 616 33 20,328 70
ASHFORD AVE WABASH ST SHAMROCK ST 378 33 12,474 70
BEECHWOOD AVE BEECHWOOD AVE END 141 36 5,076 70
BELDEN AVE WABASH ST END 383 32 12,256 70
BRENTWOOD AVE SUNSET CIR MESA DR 1,082 33 35,706 70
CROMWELL ST WILLOW AVE END 262 33 8,646 70
DATE AVE RIALTO AVE END 573 34 19,482 70
DRIFTWOOD AVE HUFF ST ORCHARD ST 757 32 24,224 70
EVERGREEN ST DRIFTWOOD AVE CHURCH AVE 711 32 22,752 70
FILLMORE AVE FILLMORE AVE BUXTON DR 1,042 33 34,386 70
GLENWOOD AVE JACKSON ST BASELINE RD 750 33 24,750 70
GLENWOOD AVE 3RD ST LORRAINE PL 175 33 5,775 70
GRANADA ST SPRUCE AVE TEAKWOOD AVE 480 33 15,840 70
GRANT ST VERDE AVE END 175 32 5,600 70
JACKSON ST ACACIA AVE EUCALYPTUS AVE 1,330 33 43,890 70 JACKSON ST SYCAMORE AVE END 1,041 33 34,353 70
MAGNOLIA AVE LURELANE ST END 126 33 4,158 70
MAGNOLIA AVE FROMER ST GRANT ST 261 37 9,657 70
MARTIN ST MARTIN ST END 148 33 4,884 70
ORANGE AVE WILLOW AVE END 425 32 15,600 70
ORCHARD ST DATE AVE SYCAMORE AVE 527 35 18,445 70
PALM AVE ETIWANDA AVE VALENCIA ST 532 33 17,556 70
PINE AVE MONTROSE ST RANDALL AVE 517 33 17,061 70
QUINCE AVE CARTER ST END 196 32 6,272 70
RIALTO AVE LINDEN AVE CEDAR AVE 1,295 68 88,060 70
RIVERSIDE AVE EASTON ST BRIDGE 550 110 62,700 70
RIVERSIDE AVE WALNUT AVE BASELINE RD 2,621 68 178,228 70 RIVERSIDE AVE BASELINE RD ETIWANDA AVE 2,627 60 157,620 70 RIVERSIDE AVE OH DOWNING DR CACTUS AVE 769 34 26,146 70 SANDALWOOD AVECANDLEWOOD ST TOWNSEND ST 307 33 10,131 70 SHAMROCK ST WISTERIA AVE END 546 33 18,018 70
SHAMROCK ST SAGE AVE SYCAMORE AVE 532 33 17,556 70
SILVER BERRY DR CASA GRANDE DR WINDHAVEN DR 501 33 16,533 70 TEAKWOOD AVE GRANADA ST SAN BERNARDINO AVE 760 33 25,080 70 TERRACE RD MARGARITA RD MARIPOSA DR 614 33 20,262 70
VISTA AVE ETIWANDA AVE HOLLY ST 844 33 27,852 70
WABASH ST BRIERWOOD AVE END 380 33 12,540 70
WABASH ST LANCEWOOD AVE WISTERIA AVE 843 33 27,819 70
WALNUT AVE FILLMORE AVE CACTUS AVE 135 56 7,560 70
YUCCA AVE MADRONA ST END 258 33 8,514 70
YUCCA AVE ETIWANDA AVE VICTORIA ST 797 34 27,098 70
1ST ST WILLOW AVE PALM AVE 536 60 32,160 71
1ST ST SYCAMORE AVE ACACIA AVE 1,329 35 46,515 71
3RD ST ACACIA AVE PAMPAS AVE 1,028 35 35,980 71
ALDER AVE CASAMALIA ST BRIDGE 675 72 48,600 71
City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
ALLEN ST MARCELLA AVE ACACIA AVE 662 35 23,170 71
APPLE AVE CASMALIA ST PVMT CHNGE 550' NW/ WILLOW AVE1,475 40 59,000 71 ARBETH ST CACTUS AVE PARK AVE 1,134 32 36,288 71
ASH AVE END WINCHESTER AVE 680 32 21,760 71
ASPEN AVE MADRONA ST WEDGEWOOD ST 1,060 33 34,980 71
BRIERWOOD ST GROVE ST END 1,749 32 57,968 71
CHURCH AVE CASMALIA ST END 424 33 13,992 71
CLIFFORD AVE MONTROSE ST END 420 32 13,440 71
DRIFTWOOD AVE ROSEWOOD ST GROVE ST 689 33 22,737 71
DURST DR CEDAR AVE END 702 40 28,080 71
EASTON ST HIGHLAND AVE SYCAMORE AVE 752 40 30,080 71
ELMWOOD AVE ELMWOOD AVE SUNSET CIR 409 33 13,497 71
ENCINA AVE ERWIN ST RIALTO AVE 526 35 18,410 71
ETIWANDA AVE TEAKWOOD AVE CACTUS AVE 1,810 36 65,160 71 IRIS AVE 2ND ST MCKINLEY ST 543 35 19,005 71
LAMARR ST MORGAN ST END 1,038 33 34,254 71
LARCH AVE RANDALL AVE WOODCREST ST 1,500 37 54,700 71
MASON ST BEECHWOOD AVE TEAKWOOD AVE 271 33 8,943 71
MILLARD AVE FOOTHILL BLVD 3RD ST 655 36 23,580 71
MONTROSE ST MARCELLA AVE ACACIA AVE 532 33 17,556 71
OAKDALE AVE MARGARITA RD MARIPOSA DR 308 33 10,164 71
OLIVE AVE 1ST ST 2ND ST 675 35 23,625 71
ORANGE AVE GROVE ST RAMONA DR 308 35 10,780 71
ORANGE AVE RIALTO AVE END 613 37 22,681 71
PALM AVE CHURCH AVE DRIFTWOOD AVE 1,317 32 42,144 71
PALM AVE COMMUNITY CENTER 2ND ST 307 35 10,745 71
QUINCE AVE CASMALIA ST END 419 33 13,827 71
QUINCE AVE WEDGEWOOD CT MADRONA ST 874 33 28,842 71
RANDALL AVE SYCAMORE AVE ACACIA AVE 1,270 60 76,200 71
ROSALIND AVE WABASH ST END 383 32 12,256 71
SPRUCE AVE BOHNERT AVE CASMALIA ST 2,017 40 80,680 71
TEAKWOOD AVE MADRONA ST VALENCIA ST 575 33 18,975 71
TULLOCK ST IRIS AVE LILAC AVE 794 32 25,408 71
VALENCIA ST WILLOW AVE END 577 33 19,041 71
VALENCIA ST VALENCIA ST ENDS 370 32 14,500 71
VAN KOEVERING STSYCAMORE AVE ACACIA AVE 1,338 38 50,844 71 VICTORIA ST ACACIA AVE EUCALYPTUS AVE 1,329 34 45,186 71 WEDGEWOOD CT MARTIN ST QUINCE AVE 751 33 24,783 71
WILLOW AVE ETIWANDA AVE BASELINE RD 2,600 36 93,600 71
WILLOW AVE CHAPARRAL ST CUL-DE-SAC 935 36 29,361 71
WOODCREST ST LARCH AVE SPRUCE AVE 1,324 33 43,692 71
1ST ST PALM AVE RIVERSIDE AVE 695 60 41,700 72
ALTHEA AVE HOLLY ST END 594 32 19,008 72
BASELINE RD CEDAR AVE CACTUS AVE 3,880 68 263,840 72
BASELINE RD SYCAMORE AVE ACACIA AVE 1,300 68 88,400 72
BUENA VISTA DR TAMARIND AVE AMBERWOOD AVE 1,095 33 36,135 72 CACTUS AVE RANDALL AVE BLOOMINGTON AVE 1,226 68 83,368 72 CASA GRANDE DR WEST END ALDER AVE 3,977 60 238,620 72
CASCADE DR PARK AVE END 222 33 7,326 72
DRIFTWOOD AVE ETIWANDA AVE ELMWOOD AVE 543 33 17,919 72 ENCINA AVE MADRONA ST SHAMROCK ST 643 35 22,505 72
ETIWANDA AVE CEDAR AVE TEAKWOOD AVE 2,082 36 74,952 72
GARDENA AVE SHAMROCK ST HOLLY ST 1,069 33 35,277 72
GLENWOOD AVE ROSEWOOD ST ETIWANDA AVE 1,519 33 50,127 72 IRIS AVE GROVE ST END 145 33 4,785 72
JACKSON ST WILLOW AVE END 486 33 16,038 72
JAMES ST LARCH AVE BRIERWOOD AVE 532 32 17,024 72
LINDEN AVE PERSIMMON AVE 115' S/ WILDFLOWER ST 1,830 60 109,800 72
City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
LORRAINE PL WISTERIA AVE CEDAR AVE 199 33 6,567 72
MONTROSE ST ACACIA AVE PINE AVE 534 33 17,622 72
ORANGE AVE MADRONA ST HOLLY ST 391 33 12,903 72
PAMPAS AVE END WALNUT AVE 670 32 21,440 72
PARK AVE CASMALIA ST ARBETH ST 550 37 20,350 72
PEPPER AVE WINCHESTER AVE PVMT CHNGE 1300' S/ HIGHLAND AVE2,570 68 174,760 72 ROSEWOOD ST LARCH AVE GLENWOOD AVE 263 33 8,679 72
SLOVER AVE WILLOW AVE RIVERSIDE AVE 1,283 70 89,810 72
SUNRISE AVE PALMETTO AVE TAMARIND AVE 1,306 35 45,710 72 TEAKWOOD AVE LA GLORIA DR END 377 33 12,441 72
TEAKWOOD AVE MADRONA ST JACKSON ST 1,097 33 36,201 72
VINE AVE EVERGREEN ST END 388 32 12,416 72
VIRGINIA ST SYCAMORE AVE ACACIA AVE 1,325 32 42,400 72
VISTA AVE HOLLY ST END 594 32 19,008 72
VODDEN ST CEDAR AVE SMOKE TREE AVE 800 32 25,600 72
WALNUT AVE SYCAMORE AVE ACACIA AVE 1,275 40 51,000 72
WINCHESTER AVE PEPPER AVE CHESTNUT AVE 760 33 25,080 72 WINCHESTER DR JOYCE AVE OAKDALE AVE 792 32 25,344 72
YUCCA AVE GROVE ST ROSEWOOD ST 522 33 17,226 72
ASPEN AVE VICTORIA ST GROVE ST 1,076 33 35,508 73
BEECHWOOD AVE NORWOOD ST CHESHIRE ST 489 33 16,137 73
BONNIE VIEW DR FOREST AVE IRONWOOD AVE 564 33 18,612 73 CACTUS AVE PVMT CHNGE 210' N/ CRICKET DREL RIVINO RD 2,455 11 27,005 73 CANDLEWOOD ST MAPLE AVE LINDEN AVE 1,329 33 43,857 73
DRIFTWOOD AVE EVERGREEN ST END 419 32 13,408 73
DRIFTWOOD AVE CRAIG ST NORWOOD ST 804 33 26,532 73
DRIFTWOOD AVE DRIFTWOOD AVE END 99 33 3,267 73
ENCINA AVE CARTER ST ENCINA CT 268 32 8,576 73
JACKSON ST JOYCE AVE ACACIA AVE 298 33 9,834 73
JAMES ST BEECHWOOD AVE SPRUCE AVE 262 33 8,646 73
JOYCE AVE RAMONA DR ROSEWOOD ST 810 36 29,160 73
MULBERRY AVE MADRONA ST END 387 33 12,771 73
ORCHARD ST CEDAR AVE CHURCH AVE 523 32 16,736 73
PRIMROSE AVE END WALNUT AVE 668 32 21,376 73
PRIMROSE AVE VICTORIA ST VAN KOEVERING ST 257 33 8,481 73 SCOTT ST END EUCALYPTUS AVE 534 33 17,622 73
SCOTT ST LILAC AVE END 510 33 16,830 73
SHAMROCK ST END LILAC AVE 670 33 22,110 73
VAN KOEVERING STSYCAMORE AVE OLIVE AVE 1,020 33 33,660 73 VIRGINIA ST RIVERSIDE AVE MAGNOLIA AVE 1,010 35 35,350 73 ALDER AVE CASA GRANDE DR SUMMIT AVE 2,630 72 152,740 74 ALLEN ST ACACIA AVE ENCINA AVE 348 34 11,832 74
AUTUMN MIST DR VERBENA DR MORNING GLORY DR 534 33 17,622 74 BEECHWOOD AVE GROVE ST ROSEWOOD ST 608 33 20,064 74
BONNIE VIEW DR MAPLE AVE FOREST AVE 564 33 18,612 74
CHAPARRAL ST WILLOW AVE ALICE AVE 545 33 17,985 74
CHESHIRE ST SPRUCE AVE END 652 33 21,516 74
CROMWELL ST VISTA AVE LILAC AVE 536 33 17,688 74
ELMWOOD AVE ELMWOOD AVE MESA DR 407 33 13,431 74
EUCALYPTUS AVE BASELINE RD ETIWANDA AVE 2,600 36 93,600 74 FOREST AVE VALENCIA ST ETIWANDA AVE 523 33 17,259 74
HOLLADAY PL LILAC AVE PARK AVE 521 33 17,193 74
HOME ST PRIMROSE AVE EUCALYPTUS AVE 534 33 17,622 74
HUFF ST DRIFTWOOD AVE LARCH AVE 283 32 9,056 74
IDYLLWILD AVE MESA DR BASELINE RD 183 33 6,039 74
IRONWOOD AVE HOLLY ST END 577 32 18,464 74
JACKSON ST OAKDALE AVE JOYCE AVE 744 33 24,552 74
LARCH AVE 3RD ST FOOTHILL BLVD 761 36 27,396 74
City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
LOMA VISTA DR AMBERWOOD AVE TAMARIND AVE 1,101 33 36,333 74 MONTECITO DR TAMARIND AVE PALMETTO AVE 1,233 32 39,456 74 PAMPAS AVE GROVE ST END 382 33 12,606 74
PARK AVE VICTORIA ST CORNELL DR 404 32 12,928 74
PINE AVE VAN KOEVERING ST END 271 33 8,943 74
PONDEROSA AVE VIA BELLO DR VIA VERDE DR 273 32 8,736 74 PRIMROSE AVE ETIWANDA AVE VALENCIA ST 532 33 17,556 74
RAMONA DR OLIVE AVE END 301 33 9,933 74
RIVERSIDE AVE OH END DOWNING DR 1,175 33 38,775 74
SAGE AVE CARTER ST ORCHARD ST 382 35 13,370 74
SHAMROCK ST BRIERWOOD AVE END 378 33 12,474 74
SPRUCE AVE CASMALIA ST CUL-DE-SAC 358 40 18,166 74
SUNSET CIR ELMWOOD AVE BRENTWOOD AVE 975 33 32,175 74
VAN KOEVERING STEND WISTERIA AVE 833 33 27,489 74
VIA BELLO DR ASHFORD AVE LINDEN AVE 892 33 29,436 74
VICTORIA ST SYCAMORE AVE RIVERSIDE AVE 1,324 33 43,692 74 VODDEN ST BEECHWOOD AVE TEAKWOOD AVE 265 33 8,745 74
WABASH ST MAPLE AVE SANDLEWOOD AVE 793 33 26,169 74
WILDFLOWER ST CHURCH AVE QUINCE AVE 264 32 8,448 74
YUCCA AVE CARTER ST END 416 32 13,312 74
2ND ST ENCINA AVE PAMPAS AVE 688 35 24,080 75
2ND ST LARCH AVE GLENWOOD AVE 316 37 11,692 75
ALLEN ST MARCELLA AVE SYCAMORE AVE 664 35 23,240 75
ALMOND DR CASA GRANDE DR DAWNVIEW DR 759 33 25,047 75
ALRU ST CHURCH AVE CEDAR AVE 527 32 16,864 75
AMBERWOOD AVEPLAZA SERENA DR END 395 33 13,035 75
ASPEN AVE VODDEN ST ORCHARD ST 772 32 24,704 75
BLOOMINGTON AVESPRUCE AVE CACTUS AVE 1,924 92 156,028 75 CARTER ST END SYCAMORE AVE 663 33 21,879 75
CHESTNUT AVE MADRONA ST END 379 33 12,507 75
CORNELL DR PRIMROSE AVE EUCALYPTUS AVE 529 33 17,457 75 CORNELL DR LILAC AVE ALTHEA AVE 554 35 19,390 75
ENCINA AVE CARTER ST MERRILL AVE 534 33 17,622 75
FILLMORE AVE WALNUT AVE END 700 33 23,100 75
GARDENA AVE ALRU AVE VOODEN AVE 390 34 13,260 75
GLEN OAK ST PRIMROSE AVE EUCALYPTUS AVE 533 33 17,589 75 HOLLY ST HOLLY ST END 89 46 4,094 75
HOLLY ST OAKDALE AVE MARCELLA AVE 528 33 17,424 75
HOME ST SYCAMORE AVE ACACIA AVE 1,327 32 42,464 75
IRONWOOD AVE SHAMROCK ST JACKSON ST 527 33 17,391 75
JOYCE AVE JACKSON ST MESA DR 336 33 11,088 75
LANCEWOOD AVE JAMES ST END 194 32 6,208 75
LARCH AVE VICTORIA ST ROSEWOOD ST 707 36 25,452 75
LOCUST AVE RENAISSANCE PKWY BRIDGE 485 58 28,130 75
LORRAINE PL LILAC AVE PARK AVE 522 30 14,928 75
MADRONA ST ACACIA AVE ENCINA AVE 270 35 9,450 75
MADRONA ST SYCAMORE AVE OAKDALE AVE 268 33 8,844 75
MAGNOLIA AVE MEADOW LN END 529 33 17,457 75
MARGARITA RD PRIMROSE AVE EUCALYPTUS AVE 529 33 17,457 75 MCKINLEY ST YUCCA AVE LILAC AVE 1,154 35 40,390 75
MINDANAO ST RIVERSIDE AVE END 458 40 18,320 75
MOFFATT ST BUXTON DR BEECHWOOD AVE 457 33 15,081 75
MORGAN ST LARCH AVE GLENWOOD AVE 265 33 8,745 75
NORWOOD ST CEDAR AVE LINDEN AVE 1,322 38 50,236 75
ORANGE AVE SHAMROCK ST WABASH ST 395 33 13,035 75
ORANGE AVE 2ND ST 3RD ST 662 35 23,170 75
ORCHARD ST SMOKE TREE AVE CEDAR AVE 802 32 25,664 75
PALM AVE WABASH ST SHAMROCK ST 392 33 12,936 75
City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
PARK AVE LORRAINE PL HOLLADAY PL 299 29 8,893 75
QUINCE AVE WILDFLOWER ST END 813 33 26,829 75
RIVERSIDE AVE SIERRA AVE 1630' E/O SIERRA AVE 1,630 44 71,720 75 RIVERSIDE AVE RANDALL AVE SAN BERNARDINO AVE 2,600 60 156,000 75 RIVERSIDE AVE MERRILL AVE RANDALL AVE 2,600 68 176,800 75 RIVERSIDE AVE OH END WILLOW AVE 720 34 24,480 75
SAGE AVE RAMONA DR ROSEWOOD ST 807 36 29,052 75
SAGE AVE WINCHESTER DR CASCADE DR 404 33 13,332 75
SCOTT ST ARROWHEAD AVE FILLMORE AVE 1,016 33 33,528 75
SPRUCE AVE FOOTHILL BLVD LORRAINE PL 414 36 14,904 75
SPRUCE AVE BLOOMINGTON AVE VALLEY BLVD 2,526 40 101,040 75 SPRUCE AVE BOHNERT AVE FILLMORE AVE 284 32 9,088 75
TAHOE ST LILAC AVE CLIFFORD AVE 1,058 33 34,914 75
VERDE AVE HOLLY ST END 591 33 19,503 75
VERDE AVE FROMER ST VOODEN ST 724 32 23,168 75
VICTORIA ST ASPEN AVE END 359 33 11,847 75
VINE AVE RANDALL AVE PINEDALE AVE 531 32 16,992 75
WEDGEWOOD ST LANCEWOOD AVE WISTERIA AVE 844 33 27,852 75 WEDGEWOOD ST MAPLE AVE FOREST AVE 534 33 17,622 75
WILDFLOWER ST DRIFTWOOD AVE END 437 33 14,421 75
WILLOW AVE MERRILL AVE RIALTO AVE 2,288 36 82,368 75
WILLOW AVE RIALTO AVE FOOTHILL BLVD 2,887 36 103,932 75 WINDHAVEN DR LIVE OAK AVE END 404 33 13,332 75
WISTERIA AVE WEDGEWOOD ST END 517 33 17,061 75
AGUA MANSA RD RIVERSIDE AVE EAST CITY LIMIT (PVMT CHNGE)985 74 72,890 76 ALRU AVE GARDENA AVE RIVERSIDE AVE 1,058 34 35,972 76
ALRU ST WISTERIA AVE LANCEWOOD AVE 826 33 27,258 76
ALTHEA AVE CORNELL DR END 152 35 5,320 76
AMBERWOOD AVEVIA BELLO DR RIVERSIDE AVE 827 33 27,291 76 APPLE AVE PVMT CHNGE 330' NW/ PECAN AVECOLUMBINE AVE 845 36 30,420 76 ARROWHEAD AVE SCOTT ST WALNUT AVE 524 32 16,768 76
ASHFORD AVE MCWETHY ST END 515 33 16,995 76
AYALA DR CASMALIA ST SOUTH END (210 FWY) 415 82 34,030 76 BASELINE RD WILLOW AVE RIVERSIDE AVE 1,300 68 88,400 76 BEECHWOOD AVE BUXTON DR MOFFATT ST 517 33 17,061 76
BEECHWOOD AVE LA GLORIA DR END 323 33 10,659 76
BEECHWOOD AVE VALENCIA ST IDYLLWILD AVE 1,298 32 41,536 76 BRAMPTON AVE HEATHER ST END 132 32 4,224 76
CARTER ST LARCH AVE BRIERWOOD AVE 533 32 17,056 76
CARTER ST LINDEN AVE ASHFORD AVE 1,045 33 34,485 76
CLIFFORD AVE CHAPARRAL ST END 396 33 13,068 76
CLIFFORD AVE HEATHER ST END 418 33 13,794 76
DATE AVE FOOTHILL BLVD 3RD ST 919 35 32,165 76
DRIFTWOOD AVE LORRAINE PL END 79 37 2,923 76
DRIFTWOOD AVE 2ND ST LORRAINE PL 1,147 32 36,704 76
ENCINA AVE CORNELL DR END 151 34 5,134 76
ENCINA AVE SCOTT ST END 416 33 13,728 76
ENCINA AVE ALLEN ST RIALTO AVE 708 35 24,780 76
FAIRVIEW DR END LIVE OAK AVE 403 32 12,896 76
FOOTHILL BLVD RIVERSIDE AVE ACACIA AVE 2,600 92 239,200 76 FOOTHILL BLVD ACACIA AVE PEPPER AVE 2,600 92 239,200 76 HUFF ST SAGE AVE SYCAMORE AVE 506 35 17,710 76
IRIS AVE MADRONA ST END 274 33 9,042 76
IRIS AVE CORNELL DR END 154 34 5,236 76
JAMES ST VERDE AVE END 175 32 5,600 76
LARCH AVE ROSEWOOD ST GROVE ST 652 36 23,472 76
MAPLE AVE EVERGREEN PERSIMMON ST 522 25 13,050 76
MORGAN ST BIRCH AVE LAMARR ST 340 33 11,220 76
City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
MORNING GLORY DRAUTUMN MIST DR END 641 33 21,153 76
PARK AVE GROVE ST ROSEWOOD ST 399 33 13,167 76
RAMONA DR END ALLEY 310 35 10,850 76
RIVERSIDE AVE GALWAY CASAMIA ST 735 68 49,980 76
RIVERSIDE AVE LINDEN AVE CEDAR AVE 1,026 40 41,040 76
RIVERSIDE AVE ETIWANDA AVE FOOTHILL BLVD 2,600 60 156,000 76 SHAMROCK ST PALM AVE ORANGE AVE 260 33 8,580 76
SMOKE TREE AVE 2ND ST LORRAINE PL 986 33 32,538 76
SPRUCE AVE ETIWANDA AVE FOOTHILL BLVD 2,587 36 93,132 76 SYCAMORE AVE BASELINE RD MADRONA ST 1,337 36 48,132 76
VAN KOEVERING STYUCCA AVE LILAC AVE 1,145 33 37,785 76
VIA BELLO DR PALMETTO AVE PONDEROSA AVE 394 32 12,608 76 WINSLOW AVE PALM AVE APPLE AVE 543 32 17,376 76
WISTERIA AVE VAN KOEVERING ST MORGAN ST 263 33 8,679 76 ALDER AVE RENAISSANCE PKWY BRIDGE 670 72 48,240 77
ALDER AVE RIVERSIDE AVE CASA GRANDE DR 3,353 68 228,004 77 ALRU AVE GARDENA AVE WILLOW AVE 266 34 9,044 77
ARBETH ST ARROWHEAD AVE END 381 33 12,573 77
ARROWHEAD AVE GRANADA ST END 351 32 11,232 77
ASHFORD AVE TOWNSEND ST END 817 32 26,144 77
BANYON ST GLENWOOD AVE BEECHWOOD AVE 452 33 14,916 77
BANYON ST CEDAR AVE SMOKETREE AVE 884 32 28,288 77
BLOOMINGTON AVECACTUS AVE LILAC AVE 1,900 92 148,400 77 CACTUS AVE MERRILL AVE RANDALL AVE 2,585 68 175,780 77
CALLE VISTA DR TAMARIND AVE AMBERWOOD AVE 881 33 29,073 77 CARTER ST SAGE AVE JOYCE AVE 477 35 16,695 77
CARTER ST CHURCH AVE QUINCE AVE 301 32 9,632 77
CHURCH AVE ALRU ST ORCHARD ST 859 32 27,488 77
CLIFFORD AVE ETIWANDA AVE HOLLY ST 842 32 26,944 77
DRIFTWOOD AVE WILDFLOWER ST EVERGREEN ST 396 33 13,068 77 ELMWOOD AVE SUNSET CIR END 594 33 19,602 77
ETIWANDA AVE EUCALYPTUS AVE PEPPER AVE 1,262 36 45,432 77 EUCALYPTUS AVE FOOTHILL BLVE RIALTO AVE 2,560 36 92,160 77 FOOTHILL BLVD SPRUCE AVE LILAC AVE 2,600 92 239,200 77
FOOTHILL BLVD LILAC AVE RIVERSIDE AVE 2,600 92 239,200 77 GLENWOOD AVE JAMES ST END 381 32 12,192 77
GRANT ST ORANGE AVE END 170 39 6,630 77
HEATHER ST ENCINA AVE ACACIA AVE 507 33 16,731 77
HOLLY ST VISTA AVE WILLOW AVE 793 32 25,376 77
HOME ST TERRACE RD END 487 33 16,071 77
IDYLLWILD AVE VALENCIA ST ARROWHEAD AVE 719 33 23,727 77 IDYLLWILD AVE CARTER ST END 344 32 11,008 77
KING ST PAMPAS AVE ENCINA AVE 686 35 24,010 77
LARCH AVE JAMES ST MERRILL AVE 1,186 36 42,696 77
LILAC AVE RIALTO AVE MERRILL AVE 2,588 38 98,344 77
MARCELLA AVE WINCHESTER DR END 403 32 12,896 77
MARGARITA RD EUCALYPTUS AVE CHESTNUT AVE 539 33 17,787 77 NORWOOD ST SPRUCE AVE END 1,177 33 38,841 77
PERSIMMON ST LINDEN AVE APRICOT AVE 665 33 21,945 77
PINE AVE CORNELL DR END 155 36 5,580 77
PINE AVE END SOUTH ST 475 33 15,675 77
RAMONA CT RAMONA DR END 195 35 6,825 77
RANDALL AVE ACACIA AVE EAST CITY LIMIT 632 30 18,960 77 ROSEWOOD ST BEECHWOOD AVE SPRUCE AVE 272 33 8,976 77
ROSEWOOD ST GLENWOOD AVE BRIERWOOD ST 290 32 9,600 77
SAGE AVE ORCHARD ST END 485 35 16,975 77
SANDALWOOD AVEWILSON ST BONNIE VIEW DR 392 33 12,936 77 SCOTT ST YUCCA AVE IRIS AVE 301 33 9,933 77
City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
TERRACE RD VISTA GRANDE RD MERIDIAN AVE 303 33 9,999 77 VALENCIA ST MAPLE AVE END 846 33 27,918 77
VIA LINDO DR PALMETTO AVE END 319 32 10,208 77
VIA VERDE DR MAPLE AVE END 740 32 23,680 77
VICTORIA ST YUCCA AVE PARK AVE 873 32 27,936 77
VICTORIA ST SPRUCE AVE FILLMORE AVE 1,063 33 35,079 77
VINE AVE BOHNERT AVE CIMARRON ST 160 46 7,360 77
WILLOW AVE RANDALL AVE BLOOMINGTON AVE 1,303 36 46,908 77 2ND ST ACACIA AVE ENCINA AVE 362 35 12,670 78
ARROWHEAD AVE MALLORY DR MOLINO ST 392 32 12,544 78
AUTUMN MIST DR PONDEROSA AVE PALMETTO AVE 392 32 12,544 78 BEECHWOOD AVE BOHNERT AVE BUXTON DR 791 33 26,103 78
BEECHWOOD AVE VODDEN ST HUFF ST 1,020 32 32,640 78
BEECHWOOD AVE GRANADA ST WOODCREST ST 367 33 12,111 78
BIRCH AVE WINCHESTER AVE SCOTT ST 554 32 17,728 78
BRAMPTON AVE WINCHESTER DR END 400 33 13,200 78
BUENA VISTA DR FLAME TREE AVE PALMETTO AVE 1,220 33 40,260 78 CARPENTER ST LINDEN AVE IRONWOOD AVE 145 32 4,640 78
CARTER ST SYCAMORE AVE SAGE AVE 506 35 17,710 78
CARTER ST BEECHWOOD AVE END 260 32 8,320 78
CASCADE DR OLIVE AVE SYCAMORE AVE 1,003 33 33,099 78
CEDAR AVE SUMMIT AVE BOHNERT AVE 2,634 38 100,092 78
CHESHIRE ST CHESHIRE ST BEECHWOOD AVE 660 33 21,780 78
CIMARRON ST DRIFTWOOD AVE END 961 32 30,752 78
DATE AVE 1ST ST RIALTO AVE 674 36 24,264 78
DATE AVE 1ST ST 2ND ST 674 31 20,894 78
DRIFTWOOD AVE BRENTWOOD AVE WABASH ST 828 33 27,324 78
FAIRVIEW DR LIVE OAK AVE END 681 32 21,792 78
FERNWOOD AVE DAWNVIEW DR SUNRISE AVE 207 33 6,831 78
FILLMORE AVE 2ND ST END 170 41 6,970 78
FROMER ST SYCAMORE AVE OLIVE AVE 1,051 34 35,734 78
GROVE ST GROVE ST END 98 35 3,430 78
HOLLY ST MARCELLA AVE ACACIA AVE 533 33 17,589 78
HOLLY ST END LILAC AVE 676 33 22,308 78
HOLLY ST LILAC AVE VISTA AVE 531 32 16,992 78
HOME ST ACACIA AVE PRIMROSE AVE 801 33 26,433 78
HUFF ST LARCH AVE BEECHWOOD AVE 1,015 32 32,480 78
JACKSON ST IDYLLWILD AVE END 806 33 26,598 78
JAMES ST SYCAMORE AVE SAGE AVE 506 35 17,710 78
JAMES ST SMOKE TREE AVE LINDEN AVE 525 33 17,325 78
LARCH AVE VICTORIA ST ETIWANDA AVE 634 36 22,824 78
LAUREL AVE END WINDHAVEN DR 610 33 20,130 78
LILAC AVE WALNUT AVE BASELINE RD 2,600 62 161,200 78
LILAC AVE BASELINE RD ETIWANDA AVE 2,600 38 98,800 78
MAPLE AVE ETIWANDA AVE FOOTHILL BLVD 2,600 19 49,400 78 MARIANA ST ARROWHEAD AVE FILLMORE AVE 1,000 32 32,000 78 MCKINLEY ST PAMPAS AVE EUCALYPTUS AVE 296 35 10,360 78
MOFFATT ST BEECHWOOD AVE AYALA DR 596 33 19,668 78
MOLINO ST ARROWHEAD AVE IDYLLWILD AVE 494 32 15,808 78
OAKDALE AVE MONTROSE ST END 214 32 6,848 78
OAKWOOD AVE MESA DR SUNSET CIR 1,004 33 33,132 78
ORANGE AVE DOWNING DR APPLE AVE 570 32 18,240 78
ORANGE AVE 1ST ST 2ND ST 674 31 20,894 78
PRIMROSE AVE GROVE ST END 382 33 12,606 78
RIVERSIDE AVE CASAMALIA ST PVMT CHNGE 70' NW/ PECAN AVE1,725 69 119,025 78 RIVERSIDE AVE AYALA DR KNOLLWOOD AVE 1,270 68 86,360 78 RIVERSIDE AVE OH WILLOW AVE CASMALIA ST 935 33 30,855 78 ROSEWOOD ST YUCCA AVE CACTUS AVE 180 31 5,580 78
City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
SCOTT ST VERDE AVE LILAC AVE 280 33 9,240 78
SUMMERSET DR SANDALWOOD AVE END 152 33 5,016 78
SUNNYVIEW DR SANDALWOOD AVE ASHFORD AVE 906 33 29,898 78 SUNRISE AVE LIVE OAK AVE END 482 32 15,424 78
SUNSET CIR BRENTWOOD AVE ELMWOOD AVE 456 33 15,048 78
SYCAMORE AVE SCOTT ST BASELINE RD 2,126 36 76,536 78
TAMARIND AVE BUENA VISTA DR TERRA VISTA DR 710 33 23,430 78 TAMARIND AVE CASA GRANDE DR DAWN VIEW DR 764 33 25,212 78 TEAKWOOD AVE MASON ST ETIWANDA AVE 1,719 33 56,727 78
TULLOCK ST IDYLLWILD AVE END 289 32 9,248 78
VALENCIA ST PRIMROSE AVE PAMPAS AVE 264 33 8,712 78
VIA VERDE DR PALMETTO AVE GOLDENROD AVE 999 32 31,968 78 VICTORIA ST LANCEWOOD AVE ASPEN AVE 552 33 18,216 78
VIRGINIA ST TERRACE RD END 387 33 12,771 78
WILLOW AVE BLOOMINGTON AVE MERRILL AVE 1,227 36 44,172 78 WINCHESTER AVE CHESTNUT AVE EUCALYPTUS AVE 567 33 18,711 78 WISTERIA AVE MESA DR JACKSON ST 422 33 13,926 78
WISTERIA AVE VODDEN ST ORCHARD ST 771 32 24,672 78
YUCCA AVE ALRU ST JAMES ST 668 33 22,044 78
2ND ST PALM AVE RIVERSIDE AVE 747 36 26,892 79
ACACIA AVE 125'' N/O CARTER ST MERRILL AVE 513 36 18,468 79 AMBERWOOD AVEFAIRVIEW DR DAWNVIEW DR 574 33 18,942 79
APPLE AVE RIVERSIDE AVE OH ORANGE AVE 474 32 15,168 79
APPLE AVE DOWNING DR ORANGE AVE 665 32 21,280 79
APRICOT AVE PERSIMMON ST END 168 33 5,544 79
ARROWHEAD AVE GRANADA ST END 505 32 16,160 79
ASHFORD AVE CARTER ST END 419 33 13,827 79
BASELINE RD ACACIA AVE EUCALYPTUS AVE 1,300 68 88,400 79 BRAMPTON AVE LORRAINE PL 2ND ST 1,269 32 40,608 79
BRAMPTON AVE MONTROSE ST RANDALL AVE 453 32 14,496 79
BUENA VISTA DR ALDER AVE LOCUST AVE 2,600 36 93,600 79
CARTER ST EUCALYPTUS AVE HUFF ST 258 32 8,256 79
CERRITOS ST END EUCALYPTUS AVE 536 33 17,688 79
CLIFFORD AVE HOLLY ST END 589 32 18,848 79
CORNELL DR ALTHEA AVE YUCCA AVE 590 35 20,650 79
CORNELL DR RIVERSIDE AVE WILLOW AVE 1,335 34 45,390 79
ESPERANZA DR FLAME TREE AVE SWEET LEAF AVE 723 32 23,136 79 FILLMORE AVE GROVE ST ROSEWOOD ST 602 33 19,866 79
FLAMETREE AVE END VIA LINDO DR 207 32 6,624 79
FOREST AVE CARTER ST MERRILL AVE 516 33 17,028 79
GROVE ST END EUCALYPTUS AVE 664 33 21,912 79
HUFF ST END DRIFTWOOD AVE 271 32 8,672 79
IDYLLWILD AVE 2ND ST LORRAINE PL 1,269 37 46,953 79
IRIS AVE VALENCIA AVE END 172 33 5,676 79
JOYCE AVE ALLEN ST RIALTO AVE 720 35 25,200 79
LANCEWOOD AVE 2ND ST LORRAINE PL 988 33 32,604 79
LARCH AVE ALRU ST JAMES ST 668 36 24,048 79
LARCH AVE RANDALL AVE ALRU ST 802 36 28,872 79
LIVE OAK AVE BUENA VISTA DR MONTECITO DR 564 32 18,048 79 MADRONA ST TEAKWOOD AVE END 647 33 21,351 79
MADRONA ST PALM AVE ORANGE AVE 264 33 8,712 79
MARCELLA AVE RAMONA DR ROSEWOOD ST 809 36 29,124 79
MARGARITA RD ACACIA AVE OAKDALE AVE 1,032 32 33,024 79
MONTECA ST ASH AVE END 428 33 14,124 79
ORANGE AVE 1ST ST RIALTO AVE 673 35 23,555 79
PINEDALE AVE VINE AVE LARCH AVE 532 32 17,024 79
PLAZA SERENA DR SWEET LEAF AVE FLAME TREE AVE 555 32 17,760 79 PONDEROSA AVE LINDE VISTA DR END 648 33 21,384 79
City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
PRIMROSE AVE SOUTH ST WILSON ST 368 33 12,144 79
RANDALL AVE CACTUS AVE BLOOMINGTON AVE 1,205 42 50,610 79 ROSEWOOD ST SPRUCE AVE FILLMORE AVE 1,064 33 35,112 79
SAGE AVE HOLLY ST SHAMROCK ST 1,063 33 35,079 79
SANDALWOOD AVESUMMERSET DR SUNNYVIEW DR 312 33 10,296 79 SANDALWOOD AVECARTER ST END 417 33 13,761 79
SANTA ANA AVE 600' E/O CACTUS AVE LILAC AVE 682 44 30,008 79 SMOKE TREE AVE VODDEN ST ORCHARD ST 782 33 25,806 79
SOUTH ST DATE AVE RIVERSIDE AVE 690 33 22,770 79
SPRUCE AVE MANZANITA ST BEECHWOOD AVE 495 36 17,820 79
SUMMERSET DR DOVE TREE AVE SUGAR PINE AVE 579 32 18,528 79 SYCAMORE AVE SYCAMORE AVE END 520 33 17,160 79
TEAKWOOD AVE BOHNERT AVE BANYON ST 657 33 21,681 79
TEAKWOOD AVE GRANADA ST END 117 34 3,978 79
VALENCIA ST LANCEWOOD AVE SMOKE TREE AVE 284 33 9,372 79 VERONICA AVE VIA LINDO DR TERRA VISTA DR 176 32 5,632 79 VICTORIA ST GLENWOOD AVE BRIERWOOD ST 279 33 9,207 79
VICTORIA ST VERDE AVE WILLOW AVE 1,068 33 35,244 79
VINE AVE ARBETH ST CASMALIA ST 427 33 14,091 79
VINE AVE MCKINLEY ST LORRAINE PL 936 32 29,952 79
VOODEN AVE GARDENA AVE ORANGE AVE 779 35 27,265 79
WINDHAVEN DR SILVER BERRY DR END 318 33 10,494 79
WINDHAVEN DR GOLDENROD AVE END 395 33 13,035 79
ALLEY RIALTO AVE END 165 20 3,300 80
ALMOND DR DAWNVIEW DR END 347 33 11,451 80
ARROWHEAD AVE 2ND ST 3RD ST 989 35 34,615 80
ARROWHEAD AVE SEQUOIA ST HAWTHORNE ST 447 33 14,751 80
ASH AVE MARIPOSA DR VIRGINIA ST 522 33 17,226 80
ASHFORD AVE MADRONA ST HOLLY ST 388 33 12,804 80
ASPEN AVE MORGAN ST ETIWANDA AVE 279 33 9,207 80
CARTER ST CARTER ST END 201 32 6,432 80
CERRITOS ST MAGNOLIA AVE END 914 33 30,162 80
CLIFFORD AVE SHAMROCK ST END 262 33 8,646 80
EASTON ST SYCAMORE AVE ACACIA AVE 1,317 40 52,680 80
ENCINA AVE KING ST 2ND ST 276 35 9,660 80
FOREST AVE VIA BELLO DR SUNNYVIEW DR 614 33 20,262 80
GLENWOOD AVE BUXTON DR MOFFATT ST 717 33 23,661 80
GROVE ST SYCAMORE AVE DATE AVE 625 33 20,625 80
GROVE ST LARCH AVE SPRUCE AVE 1,328 33 43,824 80
GROVE ST GROVE ST END 155 35 8,800 80
GROVE ST WILLOW AVE GROVE ST 699 36 25,164 80
HAWTHORNE ST CEDAR AVE DRIFTWOOD AVE 975 33 32,175 80
HOME ST EUCALYPTUS AVE CHESTNUT AVE 541 33 17,853 80
HUFF ST CHURCH AVE END 136 32 4,352 80
IDYLLWILD AVE MOLINO ST END 130 32 4,160 80
IRONWOOD AVE CARTER ST END 414 33 13,662 80
LANCEWOOD AVE ALRU ST END 383 34 13,022 80
LIVE OAK AVE LA MORADA DR TERRA VISTA DR 860 33 28,380 80 LIVE OAK AVE SUNRISE AVE FAIRVIEW DR 798 33 26,334 80
LOMA VISTA DR GOLDENROD AVE END 483 32 15,456 80
MADRONA ST LANCEWOOD AVE WISTERIA AVE 846 33 27,918 80
MARGARITA RD CHESTNUT AVE END 687 33 22,671 80
MARIPOSA DR PRIMROSE AVE ACACIA AVE 794 33 26,202 80
MESA DR ASHFORD AVE SANDLEWOOD AVE 437 33 14,421 80
MILLARD AVE END HOLLY ST 589 32 18,848 80
MOLINO ST FILLMORE AVE IDYLLWILD AVE 483 32 15,456 80
MONTECITO DR END LIVE OAK AVE 405 32 12,960 80
MONTECITO DR GOLDENROD AVE END 574 33 18,942 80
City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
OAKDALE AVE VIRGINIA ST CASCADE DR 725 33 23,925 80
ORCHARD ST LINDEN AVE SMOKE TREE AVE 522 32 16,704 80
PALM AVE WINSLOW AVE END 490 33 16,170 80
PALM AVE RIALTO AVE END 606 34 20,604 80
PAMPAS AVE WILSON ST SOUTH ST 370 33 12,210 80
PARK AVE HOLLY ST END 602 32 19,264 80
PINE AVE VIRGINIA ST HOME ST 355 33 11,715 80
PLAZA SERENA DR MONTECITO DR AMBERWOOD AVE 768 33 25,344 80 PRIMROSE AVE GLEN OAK ST MERRILL AVE 520 35 18,200 80
ROSEWOOD ST LINDEN AVE LANCEWOOD AVE 285 33 9,405 80
SAGE AVE MONTROSE ST END 218 33 7,194 80
SANDALWOOD AVESHAMROCK ST MESA DR 806 33 26,598 80
SHAMROCK ST MAPLE AVE FOREST AVE 523 33 17,259 80
SHAMROCK ST WILLOW AVE ALICE AVE 530 33 17,490 80
SOUTH ST PAMPAS AVE PINE AVE 522 33 17,226 80
SOUTH ST DATE AVE SYCAMORE AVE 637 33 21,021 80
SPRUCE AVE VALENCIA ST IDYLLWILD AVE 988 32 31,616 80
SUMMERSET DR PONDEROSA AVE PALMETTO AVE 393 32 12,576 80 SUNNYVIEW DR ASHFORD AVE SUMMERSET DR 554 33 18,282 80
SUNRISE AVE LIVE OAK AVE PALMETTO AVE 749 33 24,717 80
TAMARIND AVE CALLE VISTA DR BUENA VISTA DR 261 33 8,613 80 TOWNSEND ST MAPLE AVE END 1,142 32 36,544 80
VIA VERDE DR ASHFORD AVE END 288 33 9,504 80
VICTORIA ST CORNELL AVE SYCAMORE AVE 1,119 36 40,284 80 VIRGINIA ST CHESTNUT AVE EUCALYPTUS AVE 541 33 17,853 80 VODEN ST CHURCH AVE END 326 32 10,432 80
WALNUT AVE WILLOW AVE RIVERSIDE AVE 1,270 60 76,200 80
WALNUT AVE LILAC AVE WILLOW AVE 1,270 60 76,200 80
WINCHESTER DR ACACIA AVE JOYCE AVE 268 33 8,844 80
WINDHAVEN DR VERDENA AVE MORNING GLORY DR 397 33 13,101 80 3RD ST RIVERSIDE AVE PALM AVE 746 34 25,364 81
3RD ST SPRUCE AVE IDYLLWILD AVE 583 35 20,405 81
ACACIA AVE RANDALL AVE 125'' N/O CARTER ST 2,095 36 75,420 81 ACACIA AVE FOOTHILL BLVD ETIWANDA AVE 2,600 40 104,000 81 ALRU ST IDYLLWILD AVE FILLMORE AVE 594 33 19,602 81
AMBERWOOD AVEMONTECITO DR BUENA VISTA DR 533 33 17,589 81 ARBETH ST AYALA DR VINE AVE 540 33 17,820 81
ARROWHEAD AVE HEATHER ST WALNUT AVE 567 32 18,144 81
ARROWHEAD AVE ARROWHEAD AVE END 132 34 4,488 81
ASH AVE MARGARITA RD MARIPOSA DR 505 33 16,665 81
ASHFORD AVE VIA BELLO DR SUNNYVIEW DR 560 33 18,480 81
BEECHWOOD AVE ROSEWOOD ST MORGAN ST 1,132 33 37,356 81
BEECHWOOD AVE MANZANITA ST SPRUCE AVE 645 36 23,220 81
BRAMPTON AVE VICTORIA ST END 532 33 17,556 81
BRAMPTON AVE FROMER ST END 347 34 11,798 81
BRIERWOOD AVE PINEDALE AVE RANDALL AVE 532 32 17,024 81 BUXTON DR MOFFATT ST BEECHWOOD AVE 430 33 14,190 81
BUXTON ST DRIFTWOOD AVE END 435 32 13,920 81
CASCADE DR ALICE AVE WILLOW AVE 487 33 16,071 81
CHURCH AVE MCKINLEY ST 3RD ST 661 32 21,152 81
CROMWELL ST CROMWELL ST END 79 73 5,767 81
DAWNVIEW DR FERNWOOD AVE TAMARIND AVE 596 33 19,668 81
ELM CT ACACIA AVE END 601 34 20,434 81
FAIRVIEW DR SILVER BERRY DR END 1,002 33 33,066 81
FILLMORE AVE END END 987 33 32,571 81
FOLKE ST ASPEN AVE END 345 33 11,385 81
FOREST AVE SHAMROCK ST WABASH ST 384 33 12,672 81
FOREST AVE CARPENTER ST END 160 36 7,700 81
City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
GERONIMO AVE HAWTHORNE ST FONTLEE LN 992 33 32,736 81
GLENWOOD AVE PINEDALE AVE END 346 32 11,072 81
GOLDENROD AVE FAIRVIEW DR DAWNVIEW DR 558 33 18,414 81
GROVE ST GROVE ST RIVERSIDE AVE 645 36 23,220 81
HAWTHORNE ST HAWTHORNE ST END 110 32 3,520 81
HAWTHORNE ST SPRUCE AVE END 1,030 33 33,990 81
HEATHER ST ARROWHEAD AVE FILLMORE AVE 998 33 32,934 81
HOME ST ASH AVE END 423 33 13,959 81
IDYLLWILD AVE ETIWANDA AVE VALENCIA ST 547 33 18,051 81 IRONWOOD AVE CARPENTER ST END 195 35 10,700 81
JACKSON ST LILAC AVE END 619 33 20,427 81
JAMES ST CHURCH AVE END 325 32 10,400 81
JOYCE AVE MARIPOSA DR MARGARITA RD 324 32 10,368 81
JOYCE AVE HOLLY ST SHAMROCK ST 1,057 33 34,881 81
LANCEWOOD AVE HOLLY ST MADRONA ST 520 33 17,160 81
LANCEWOOD AVE WEDGEWOOD ST HOLLY ST 541 33 17,853 81
LINDEN AVE RIALTO AVE CUL-DE-SAC 1,106 36 43,663 81
LOCUST AVE BASELINE RD MIRO WAY 1,255 60 75,300 81
LOMA VISTA DR LIVE OAK AVE END 407 32 13,024 81
MAGNOLIA AVE SCOTT ST CERRITOS ST 267 33 8,811 81
MANZANITA ST BEECHWOOD AVE SPRUCE AVE 185 36 6,660 81
MAPLE AVE VINEYARD AVE SOUTH END 662 37 24,494 81
MARCELLA AVE HOLLY ST SHAMROCK ST 1,062 33 35,046 81
MARIANA ST YUCCA AVE PARK AVE 882 33 29,106 81
MARIPOSA DR SYCAMORE AVE JOYCE AVE 1,030 36 37,080 81
MARIPOSA DR PEPPER AVE ASH AVE 528 33 17,424 81
MARIPOSA DR PEPPER AVE TERRACE RD 626 33 20,658 81
MESA DR BRENTWOOD AVE OAKWOOD AVE 231 33 7,623 81
MORGAN ST LILAC AVE VISTA AVE 533 33 17,589 81
PALMETTO AVE RENAISSANCE PKWY WALNUT AVE 2,650 18 47,700 81 PALMETTO AVE VIA LINDO DR VIA VERDE DR 339 32 10,848 81 PARK AVE GRANADA ST WOODCREST ST 514 32 16,448 81
PINEDALE AVE PINEDALE AVE CEDAR AVE 1,323 33 43,659 81
SCOTT ST VERDE AVE WILLOW AVE 1,053 32 33,696 81
SILVER TREE CT VIA LINDO DR END 357 32 11,424 81
SINGLETON DR RIVERSIDE AVE END 565 40 22,600 81
SMOKE TREE AVE VALENCIA ST MADRONA ST 772 33 25,476 81
SWEET LEAF AVE PLAZA SERENA DR RANCHO VISTA DR 535 32 17,120 81 VERDE AVE MIRAMONT ST WOODCREST ST 579 32 18,528 81
VERONICA AVE VIA VERDE DR VIA BELLO DR 435 32 13,920 81 VISTA AVE SCOTT ST END 431 33 14,223 81
WABASH ST RIVERSIDE AVE DATE AVE 790 33 26,070 81
WILSON ST SYCAMORE AVE RIVERSIDE AVE 1,329 35 46,515 81 WINDHAVEN DR AMBERWOOD AVE TAMARIND AVE 1,101 33 36,333 81 3RD ST QUINCE AVE VINE AVE 553 32 17,696 82
ACACIA AVE BASELINE RD WALNUT AVE 2,600 36 93,600 82
ALLEY MERRILL AVE SOUTH ST 625 25 15,625 82
ALRU ST SPRUCE AVE IDYLLWILD AVE 543 32 17,376 82
ALRU ST LARCH AVE VINE AVE 528 32 16,896 82
ARROWHEAD AVE RIALTO AVE END 304 36 16,100 82
ASHFORD AVE WILSON ST BONNIE VIEW DR 382 33 12,606 82
ASPEN AVE LA GLORIA DR END 521 33 17,193 82
BRAMPTON AVE TAHOE ST EASTON ST 210 33 6,930 82
CACTUS AVE CASMALIA ST SOUTH END (210 FWY) 474 68 32,232 82 CASMALIA ST LINDEN AVE CEDAR AVE 1,270 44 66,200 82
CHAPARRAL ST ENCINA AVE ACACIA AVE 263 32 8,416 82
CHESTNUT AVE MARGARITA RD VIRGINIA ST 1,023 33 33,759 82 CORNELL DR LILAC AVE WILLOW AVE 1,343 35 47,005 82
City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
DAISY DR DAWNVIEW DR END 332 33 10,956 82
EUCALYPTUS AVE EASTON ST WALNUT AVE 1,966 36 70,776 82
FILLMORE AVE FILLMORE AVE END 138 33 4,554 82
FLAMETREE AVE PLAZA SERENA DR LA MORADA DR 245 32 7,840 82 FLAMETREE AVE CALLE VISTA DR BUENA VISTA DR 282 33 9,306 82 FOOTHILL BLVD CEDAR AVE SPRUCE AVE 2,600 92 239,200 82
FOREST AVE WILSON ST BONNIE VIEW DR 385 33 12,705 82
GOLDENROD AVE PLAZA SERENA DR END 400 33 13,200 82
GRANADA ST CLIFFORD AVE VERDE AVE 741 32 23,712 82
GROVE ST ASPEN AVE END 361 33 11,913 82
GROVE ST LANCEWOOD AVE ASPEN AVE 566 33 18,678 82
GROVE ST GROVE ST END 168 28 4,704 82
HAWTHORNE ST IDYLLWILD AVE END 674 33 22,242 82
IDYLLWILD AVE ARROWHEAD AVE WABASH ST 736 33 24,288 82
IRIS AVE WINCHESTER AVE WALNUT AVE 1,198 33 39,534 82
JAMES ST ACACIA AVE END 609 32 19,488 82
LAUREL AVE FAIRVIEW DR WINDHAVEN DR 274 33 9,042 82
LURELANE ST ACACIA AVE END 495 33 16,335 82
MAGNOLIA AVE HOLLY ST SHAMROCK ST 1,061 33 35,013 82
MASON ST SPRUCE AVE FILLMORE AVE 1,048 33 34,584 82
MCKINLEY ST ACACIA AVE PAMPAS AVE 1,031 35 36,085 82
MCKINLEY ST DRIFTWOOD AVE CHURCH AVE 549 32 17,568 82
MESA DR SANDLEWOOD AVE END 369 33 12,177 82
MILLARD AVE HEATHER ST END 418 33 13,794 82
MIRA VISTA DR LIVE OAK AVE END 406 32 13,015 82
MIRAMONT ST CEDAR AVE CHURCH AVE 512 33 16,896 82
MIRAMONT ST LARCH AVE VINE AVE 528 32 16,896 82
MORGAN ST YUCCA AVE LILAC AVE 1,144 35 40,040 82
ORANGEWOOD AVEVIA BELLO DR END 644 33 21,252 82
ORANGEWOOD AVECALLE VISTA DR END 731 33 24,123 82
PALM AVE 3RD ST FOOTHILL BLVD 924 35 32,340 82
PALMETTO AVE SUNNYVIEW DR VIA BELLO DR 817 32 26,144 82 PAMPAS AVE VALENCIA ST ETIWANDA AVE 533 33 17,589 82
PARK AVE MARIANA ST END 595 33 19,635 82
PERSIMMON ST APRICOT AVE CEDAR AVE 649 33 21,417 82
PINE AVE WILSON ST SOUTH ST 366 33 12,078 82
RAMONA DR END LINDEN AVE 816 33 26,928 82
RANCHO VISTA DR SWEET LEAF AVE FLAME TREE AVE 822 32 26,304 82 ROSEWOOD ST CLIFFORD AVE VERDE AVE 786 33 25,938 82
ROSEWOOD ST PARK AVE YUCCA AVE 873 33 28,809 82
SANDALWOOD AVEHOLLY ST SHAMROCK ST 856 33 28,248 82
SOUTH ST PINE AVE ACACIA AVE 537 32 17,184 82
SUMMIT ST MAPLE AVE END 512 32 16,384 82
SUNNYVIEW DR LINDEN AVE SANDALWOOD AVE 197 33 6,501 82
SWEET LEAF AVE LINDE VISTA DR PLAZA SERENA DR 473 32 15,136 82 VERBENA DR FAIRVIEW DR WINDHAVEN DR 280 33 9,240 82
VERDE AVE MORGAN ST VICTORIA ST 619 33 20,427 82
VIA BELLO DR VERONICA AVE PONDEROSA AVE 310 32 9,920 82 VIA BELLO DR TAMARIND AVE ALDER AVE 764 33 25,212 82
VIA LINDO DR LARKSPUR AVE FLAME TREE AVE 291 32 9,312 82 VIA LINDO DR SILVER TREE CT SWEET LEAF AVE 286 32 9,152 82 VISTA AVE CHAPARRAL ST CROMWELL ST 397 33 13,101 82
VODDEN AVE LINDEN AVE LANCEWOOD AVE 262 33 8,646 82
WALNUT AVE RIVERSIDE AVE SYCAMORE AVE 1,252 36 45,072 82 WILLOW AVE RIVERSIDE AVE OH APPLE AVE 787 33 25,971 82
WISTERIA AVE PINEDALE AVE ALRU ST 272 33 8,976 82
WOODCREST ST PARK AVE LILAC AVE 262 32 8,384 82
2ND ST IRIS AVE CACTUS AVE 427 29 12,383 83
City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
2ND ST CEDAR AVE DRIFTWOOD AVE 1,072 37 39,664 83
ALTHEA AVE END GRANADA ST 499 32 15,968 83
BASELINE RD PALMETTO AVE ALDER AVE 2,673 66 176,418 83
BELDEN AVE MADRONA ST END 119 32 3,808 83
BRAMPTON AVE ROSEWOOD ST VICTORIA ST 771 33 25,443 83
BURNEY AVE MADRONA ST END 119 32 3,808 83
CALLE VISTA DR FLAME TREE AVE END 1,084 33 35,772 83
CARNATION DR DAWNVIEW DR BUENA VISTA DR 526 33 17,358 83 CARTER ST SPRUCE AVE ARROWHEAD AVE 270 33 8,910 83
CARTER ST CARTER ST END 74 61 4,514 83
CASMALIA ST CEDAR AVE AYALA DR 1,270 40 70,200 83
CHAPARRAL ST END SYCAMORE AVE 658 33 21,714 83
CHAPARRAL ST LILAC AVE VISTA AVE 551 33 18,183 83
CHURCH AVE HAWTHORNE ST MONTROSE ST 271 32 8,672 83
CHURCH AVE MIRAMONT ST END 460 33 15,180 83
CLIFFORD AVE VICTORIA ST MORGAN ST 606 33 19,998 83
CLIFFORD AVE MIRAMONT ST GRANADA ST 289 32 9,248 83
CORNELL DR ASPEN AVE END 361 33 11,913 83
DATE AVE HOLLY ST SHAMROCK ST 1,061 33 35,013 83
DAWNVIEW DR FERNWOOD AVE AMBERWOOD AVE 503 33 16,599 83 DAWNVIEW DR GOLDENROD AVE END 393 33 12,969 83
DAWNVIEW DR LIVE OAK AVE END 405 33 13,365 83
DAWNVIEW DR POPPY DR LAUREL AVE 543 33 17,919 83
DOVE TREE AVE VIA BELLO DR SUNNYVIEW DR 786 32 25,152 83 DRIFTWOOD AVE END FONTLEE LN 1,145 33 37,785 83
ENCINA AVE LURELANE ST END 799 33 26,367 83
FILLMORE AVE VICTORIA ST END 532 33 17,556 83
FLAMETREE AVE VIA VERDE DR END 599 32 19,168 83
FOOTHILL BLVD LINDEN AVE CEDAR AVE 1,337 92 123,004 83
GALWAY ST VINE AVE END 427 33 14,091 83
GEREMANDER AVEMEADOW LN END 375 33 12,375 83
GROVE ST DATE AVE RIVERSIDE AVE 761 33 25,113 83
GROVE ST LILAC AVE YUCCA AVE 1,146 33 37,818 83
HOLLY ST LINDEN AVE LANCEWOOD AVE 245 33 8,085 83
HOLLY ST ASPEN AVE CEDAR AVE 468 33 15,444 83
IDYLLWILD AVE WABASH ST MESA DR 689 33 22,737 83
IRIS AVE TULLOCK ST END 347 32 11,104 83
IRONWOOD AVE BONNIE VIEW DR WILSON ST 391 33 12,903 83
LA GLORIA DR CEDAR AVE SMOKE TREE AVE 806 33 26,598 83
LA MORADA DR FLAME TREE AVE SWEET LEAF AVE 420 32 13,440 83 LARCH AVE WOODCREST ST SAN BERNARDINO AVE 484 34 15,284 83 LEMONWOOD AVESUMMERSET DR SUNNYVIEW DR 638 32 20,416 83 LINDE VISTA DR PALMETTO AVE GOLDENROD AVE 800 33 26,400 83 LOMA VISTA DR ORANGEWOOD AVE PLUM TREE AVE 934 33 30,822 83 LOMITA DR ENCINA AVE END 255 33 8,415 83
LORRAINE PL DRIFTWOOD AVE CEDAR AVE 988 32 31,616 83
LORRAINE PL LARCH AVE SPRUCE AVE 1,363 37 50,431 83
LORRAINE PL SPRUCE AVE FILLMORE AVE 1,053 38 40,014 83
LOWELL ST MAPLE AVE END 522 32 16,704 83
MADRONA ST RIVERSIDE AVE DATE AVE 793 33 26,169 83
MAGNOLIA AVE CHAPARRAL ST END 457 33 15,081 83
MAGNOLIA AVE VAN KOEVERING ST MORGAN ST 266 33 8,778 83 MAPLE AVE NORTH END MERRILL AVE 1,276 14 17,864 83
MARCELLA AVE ALLEN ST RIALTO AVE 729 35 25,515 83
MARIPOSA DR ASH AVE CHESTNUT AVE 261 33 8,613 83
MILLARD AVE ETIWANDA AVE HOLLY ST 843 35 29,505 83
MIRAMONT ST WILLOW AVE VERDE AVE 1,018 32 32,576 83
MONTROSE ST TEAKWOOD AVE BEECHWOOD AVE 269 33 8,877 83
City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
MORGAN ST TEAKWOOD AVE SPRUCE AVE 537 33 17,721 83
MORGAN ST MAGNOLIA AVE RIVERSIDE AVE 1,034 33 34,122 83 MORGAN ST VISTA AVE CLIFFORD AVE 542 33 17,886 83
OAKDALE AVE HOLLY ST SHAMROCK ST 1,063 33 35,079 83
OAKDALE AVE RIALTO AVE ALLEN ST 700 36 25,200 83
PALM AVE 2ND ST 3RD ST 663 35 23,205 83
PERSIMMON ST MAPLE AVE LINDEN AVE 1,319 32 42,208 83
PINE AVE ERWIN ST RIALTO AVE 527 35 18,445 83
PINEDALE AVE LARCH AVE BRIERWOOD AVE 531 32 16,992 83
PRIMROSE AVE RIALTO AVE ERWIN ST 481 34 16,354 83
QUINCE AVE 2ND ST 3RD ST 765 32 24,480 83
ROSEWOOD ST GROVE ST RIVERSIDE AVE 1,289 36 46,404 83
SUMMERSET DR ASHFORD AVE END 762 33 25,146 83
TEAKWOOD AVE FROMER ST END 331 33 10,923 83
TEAKWOOD AVE VODDEN ST END 400 33 13,200 83
TUDOR ST ASHFORD AVE TOWNSEND ST 936 33 30,888 83
VIA LINDO DR GOLDENROD AVE VERONICA AVE 368 32 11,776 83 VIA VERDE DR LARKSPUR AVE FLAME TREE AVE 484 32 15,488 83 VINE AVE MIRAMONT ST WOODCREST ST 716 32 22,912 83
VINE AVE HAWTHORNE ST FONTLEE LN 1,017 33 33,561 83
VIRGINIA ST ASH AVE END 428 33 14,124 83
VISTA AVE MORGAN ST VICTORIA ST 614 33 20,262 83
ARROWHEAD AVE VICTORIA ST END 526 33 17,358 84
ARROWHEAD AVE FROMER ST END 359 32 11,488 84
ARROWHEAD AVE RANDALL AVE FROMER ST 176 33 5,808 84
ARROWHEAD AVE ROSEWOOD ST VICTORIA ST 774 33 25,542 84
ASHFORD AVE SUNNYVIEW DR RIVERSIDE AVE 243 33 8,019 84
AYALA DR NORTH END (210 FWY) EASTON ST 605 82 49,610 84 BEECHWOOD AVE HAWTHORNE ST END 493 33 16,269 84
CACTUS AVE VALLEY BLVD END 570 24 13,680 84
CALLE CELESTE DR FLAME TREE AVE LARKSPUR AVE 665 32 21,280 84 CEDAR AVE 687'' S/O RANDALL AVE 300'' N/O SAN BERNARDINO AVE1,657 68 112,676 84 CHURCH AVE RANDALL AVE END 520 32 16,640 84
CHURCH AVE MONTROSE ST SEQUOIA AVE 265 33 8,745 84
CHURCH AVE SEQUOIA AVE FONTLEE LN 314 33 10,362 84
CLIFFORD AVE SCOTT ST END 426 33 14,058 84
DATE AVE CERES ST SOUTH ST 330 33 10,890 84
EVALINE AVE MADRONA ST END 119 32 3,808 84
FAIRVIEW DR ALMOND DR LAUREL AVE 657 33 21,681 84
FITZGERALD AVE AYALA DR LEISKE DR 865 43 37,195 84
FLAMETREE AVE RANCHO VISTA DR ESPERANZA DR 285 32 9,120 84 FONTLEE LN VINE AVE LARCH AVE 531 33 17,523 84
FROMER ST SPRUCE AVE TEAKWOOD AVE 530 33 17,490 84
GLENWOOD AVE GRANADA ST END 124 33 4,092 84
GOLDENROD AVE LINDE VISTA DR BUENA VISTA DR 950 33 31,350 84 GRANADA ST ALTHEA AVE LILAC AVE 467 32 14,944 84
GROVE ST SPRUCE AVE FILLMORE AVE 1,046 33 34,518 84
HAWTHORNE ST SPRUCE AVE IDYLLWILD AVE 523 33 17,259 84
HOLLY ST SANDLEWOOD AVE LINDEN AVE 531 36 19,116 84
HOLLY ST WILLOW AVE GARDENA ST 270 33 8,910 84
IDYLLWILD AVE SCOTT ST END 431 33 14,223 84
JACKSON ST WISTERIA AVE CEDAR AVE 188 33 6,204 84
LA MORADA DR LIVE OAK AVE PONDEROSA AVE 873 33 28,809 84 LARKSPUR AVE SUMMERSET DR SUNNYVIEW DR 508 32 16,256 84 LINDE VISTA DR GOLDENROD AVE END 897 32 28,704 84
MAGNOLIA AVE END 1ST ST 282 35 9,870 84
MALLORY DR SPRUCE AVE IDYLLWILD AVE 661 32 21,152 84
MAPLE AVE FOOTHILL BLVD RIALTO AVE 2,575 19 48,925 84
City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
MILLARD AVE VICTORIA ST MORGAN ST 614 33 20,262 84
MONTROSE ST CACTUS AVE BRAMPTON AVE 554 32 17,728 84
MONTROSE ST CHURCH AVE END 338 33 11,154 84
MONTROSE ST MILLARD AVE WILLOW AVE 529 33 17,457 84
MORGAN ST WISTERIA AVE ASPEN AVE 339 33 11,187 84
MULBERRY AVE MARGARITA RD END 337 33 11,121 84
NORWOOD ST MAPLE AVE FOREST AVE 529 33 17,457 84
OLIVE AVE MORGAN ST VAN KOEVERING ST 266 33 8,778 84
RIALTO AVE PALM AVE RIVERSIDE AVE 704 62 43,648 84
ROSEWOOD ST SYCAMORE AVE SAGE AVE 529 36 19,044 84
SCOTT ST BIRCH AVE ASH AVE 207 32 6,624 84
SEQUOIA ST CHURCH AVE END 433 33 16,250 84
SHAMROCK ST JOYCE AVE SAGE AVE 527 33 17,391 84
SPRUCE AVE LORRAINE PL 2ND ST 1,232 32 39,424 84
SUMMERSET DR AMBERWOOD AVE END 210 32 6,720 84
SWEET LEAF AVE VIA LINDO DR VIA BELLO DR 575 32 18,400 84 TEAKWOOD AVE HAWTHORNE ST MONTROSE ST 378 33 12,474 84
TOWNSEND ST END MAPLE AVE 526 32 16,832 84
TUDOR ST END MAPLE AVE 614 32 19,648 84
VERBENA DR VIA BELLO DR END 802 33 26,466 84
VIA BELLO DR LIVE OAK AVE GOLDENROD AVE 186 32 5,952 84 VIA BELLO DR END AMBERWOOD AVE 219 33 7,227 84
VIA BELLO DR AMBERWOOD AVE TAMARIND AVE 553 33 18,249 84 VIA BELLO DR SILVER BERRY DR VERBENA DR 901 33 29,733 84 WISTERIA AVE WILDFLOWER ST END 190 33 6,270 84
WISTERIA ST PINEDALE AVE END 439 33 14,487 84
WOODCREST ST VINE AVE CEDAR AVE 779 32 24,928 84
ACACIA AVE WALNUT AVE EASTON ST 1,985 38 75,430 85
ALTHEA AVE TULLOCK ST END 347 32 11,104 85
ASPEN AVE WILDFLOWER ST END 202 33 6,666 85
BASELINE RD LAUREL AVE MAPLE AVE 2,628 66 173,448 85
BRAMPTON AVE ALRU ST END 380 33 12,540 85
BUENA VISTA DR PLUM TREE AVE ORANGEWOOD AVE 1,009 33 33,297 85 BUXTON ST QUINCE AVE CEDAR AVE 165 36 5,940 85
CALLE VISTA DR TAMARIND AVE ORANGEWOOD AVE 1,163 33 38,379 85 CEDAR AVE RIALTO AVE MERRILL AVE 2,600 68 176,800 85
CORNELL AVE SYCAMORE AVE VICTORIA ST 1,071 36 38,556 85 DAWNVIEW DR ALMOND DR CARNATION DR 285 33 9,405 85
DRIFTWOOD AVE END PINEDALE AVE 416 32 13,312 85
FAIRVIEW DR TAMARIND AVE AMBERWOOD AVE 1,100 33 36,300 85 FILLMORE AVE ROSEWOOD ST VICTORIA ST 774 33 25,542 85
FILLMORE AVE MONTROSE ST FONTLEE LN 273 32 8,736 85
FILLMORE AVE LORRAINE PL 2ND ST 1,125 32 36,000 85
FOREST AVE HOLLY ST END 365 32 11,680 85
FROMER ST ORANGE AVE END 155 33 5,115 85
GRANADA ST VINE AVE CHURCH AVE 220 32 7,040 85
HAWTHORNE ST WILLOW AVE ALICE AVE 521 32 16,672 85
IDYLLWILD AVE ROSEWOOD ST VICTORIA ST 773 33 25,509 85
IDYLLWILD AVE ALRU ST END 381 33 12,573 85
IDYLLWILD AVE GROVEWOOD ST MALLORY DR 311 32 9,952 85
JACKSON ST WISTERIA AVE END 550 33 18,150 85
LA GLORIA DR DRIFTWOOD AVE QUINCE AVE 884 33 29,172 85
LANCEWOOD AVE VICTORIA ST GROVE ST 1,080 33 35,640 85
LAUREL AVE LOWELL ST END 472 26 14,300 85
LILAC AVE MERRILL AVE BLOOMINGTON AVE 2,547 38 96,786 85 MADRONA ST MAPLE AVE ASHFORD AVE 266 33 8,778 85
MANZANITA ST END WILLOW AVE 1,031 32 32,992 85
MILLARD AVE SCOTT ST END 431 33 14,223 85
City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
MILLARD AVE HAWTHORNE ST END 1,093 32 34,976 85
MONTROSE ST GERONIMO AVE END 230 33 7,590 85
MULBERRY AVE WINCHESTER AVE WALNUT AVE 1,196 32 38,272 85 OAKDALE AVE EASTON ST END 301 33 9,933 85
OLIVE AVE WABASH ST SHAMROCK ST 396 33 13,068 85
ORANGE AVE ALRU AVE VOODEN AVE 390 35 13,650 85
PLAZA SERENA DR PONDEROSA AVE LIVE OAK AVE 913 33 30,129 85 PLUM TREE AVE END VIA BELLO DR 638 33 21,054 85
PLUM TREE AVE BUENA VISTA DR END 428 33 14,124 85
RAMONA DR CACTUS AVE LILAC AVE 1,324 35 46,340 85
RIVERSIDE AVE KLINE RANCH BRIDGE (NORTH) 1,322 72 92,022 85 ROSALIND AVE MADRONA ST END 119 32 3,808 85
ROSEWOOD ST ROSEWOOD ST END 153 36 5,508 85
ROSEWOOD ST SAGE AVE JOYCE AVE 530 36 19,080 85
SAGE AVE EASTON ST END 301 33 9,933 85
SANDALWOOD AVECANDLEWOOD ST SUMMIT AVE 848 33 27,984 85 SHAMROCK ST LINDEN AVE LANCEWOOD AVE 283 33 9,339 85
SHAMROCK ST OLIVE AVE DATE AVE 508 33 16,764 85
SHAMROCK ST DATE AVE SYCAMORE AVE 533 33 17,589 85
SUNNYVIEW DR PONDEROSA AVE PALMETTO AVE 396 32 12,672 85 TEAKWOOD AVE ALRU ST END 380 32 12,160 85
TULLOCK ST WILLOW AVE END 363 41 14,883 85
VIA LINDO DR ORANGEWOOD AVE GRAPEWOOD AVE 271 33 8,943 85 VICTORIA ST SANDALWOOD AVE LINDEN AVE 485 33 16,005 85
VINE AVE ALRU ST END 383 32 12,256 85
WILDFLOWER ST CEDAR AVE ASPEN AVE 511 32 16,352 85
WOODCREST ST LILAC AVE VERDE AVE 300 32 9,600 85
WOODCREST ST WILLOW AVE END 608 36 21,888 85
YUCCA AVE TULLOCK ST END 347 32 11,104 85
2ND ST DRIFTWOOD AVE LARCH AVE 283 37 10,471 86
ALDER AVE CASMALIA ST BOHNERT AVE 1,560 25 39,000 86
ALICE AVE HAWTHORNE ST END 526 32 16,832 86
ASPEN AVE PINEDALE AVE END 435 33 14,355 86
BEECHWOOD AVE FROMER ST END 330 33 10,890 86
CACTUS AVE ETIWANDA AVE FOOTHILL BLVD 2,600 46 119,600 86 CALLE CELESTE DR GRAPEWOOD AVE TAMARIND AVE 595 33 19,635 86 CARPENTER ST MAPLE AVE FOREST AVE 375 32 12,000 86
CARTER ST END DRIFTWOOD AVE 282 32 9,024 86
DRIFTWOOD AVE MIRAMONT ST END 394 32 12,608 86
FILLMORE AVE MALLORY DR MOLINO ST 394 32 12,608 86
FONTLEE LN FILLMORE AVE BRAMPTON AVE 362 32 11,584 86
GLENWOOD AVE BOHNERT AVE BANYON ST 655 33 21,615 86
GRAPEWOOD AVE TERRA VISTA DR LOMA VISTA DR 420 33 13,860 86 GROVEWOOD ST IRIS AVE END 355 33 13,700 86
IDYLLWILD AVE VICTORIA ST ETIWANDA AVE 620 33 20,460 86 IDYLLWILD AVE END TULLOCK ST 240 34 4,896 86
IRIS AVE POMONA ST TULLOCK ST 1,324 33 43,692 86
LILY DR AUTUMN MIST DR END 634 33 20,922 86
MAPLE AVE RIALTO AVE ORANGE WAY 1,105 19 20,995 86
ORANGEWOOD AVETERRA VISTA DR END 484 33 15,972 86
PINEDALE AVE MAPLE AVE SANDALWOOD AVE 787 33 25,971 86
POMONA ST CACTUS AVE LILAC AVE 1,327 33 43,791 86
RIVERSIDE AVE VALLEY BLVD BRIDGE 300 102 33,400 86
RIVERSIDE AVE BRIDGE GALWAY 410 108 44,500 86
SAN DIMAS AVE TULLOCK ST END 349 32 11,168 86
SHAMROCK ST LINDEN AVE SANDLEWOOD AVE 531 33 17,523 86
SILVER BERRY DR DAWNVIEW DR END 335 33 11,055 86
SLOVER AVE CACTUS AVE WILLOW AVE 2,643 70 185,010 86
City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
SMOKE TREE AVE LA GLORIA DR END 187 33 6,171 86
SMOKE TREE AVE WEDGEWOOD ST ETIWANDA AVE 264 33 8,712 86 SPRUCE AVE RANDALL AVE GRANADA ST 1,770 36 63,720 86
SUGAR PINE AVE SUMMERSET DR SUNNYVIEW DR 509 32 16,288 86 SUNNYVIEW DR SUGAR PINE AVE DOVE TREE AVE 579 32 18,528 86 SWEET LEAF AVE TERRA VISTA DR VIA LINDO DR 170 32 5,440 86 TERRACE RD WINCHESTER DR MARIPOSA DR 741 33 24,453 86
TULLOCK ST CACTUS AVE IRIS AVE 534 32 17,088 86
VALENCIA ST PEPPER AVE ASH AVE 455 32 14,560 86
VALLEY BLVD LILAC AVE RIVERSIDE AVE 2,565 84 215,460 86 VERDE AVE VOODEN ST ORCHARD ST 538 33 17,754 86
VIA LINDO DR LARKSPUR AVE SILVER TREE CT 546 32 17,472 86 VIA LINDO DR WOODRUFF CT END 539 33 17,787 86
VIA VERDE DR TAMARIND AVE GRAPEWOOD AVE 687 33 22,671 86 WILLOW AVE SAN BERNARDINO AVE RANDALL AVE 2,625 36 94,500 86 WOODCREST ST VERDE AVE WILLOW AVE 1,020 32 32,640 86
2ND ST ARROWHEAD AVE IDYLLWILD AVE 272 37 10,064 87
ALLEY WILLOW AVE WILLOW AVE 1,570 20 31,400 87
ALLEY 1ST ST END 255 20 5,100 87
ASHFORD AVE SUMMIT AVE END 195 32 8,200 87
BUXTON ST SMOKETREE AVE END 146 33 4,818 87
CASMALIA ST AYALA DR SPRUCE AVE 1,258 36 45,288 87
DAISY DR SUNNYVIEW DR AUTUMN MIST DR 545 33 17,985 87
DAWNVIEW DR END POPPY DR 587 33 19,371 87
DOVE TREE AVE VIA LINDO DR END 473 32 15,136 87
EVERGREEN ST END MAPLE AVE 506 32 16,192 87
EVERGREEN ST AYALA DR DRIFTWOOD AVE 187 36 6,732 87
FOREST AVE RANDALL AVE PINEDALE AVE 510 33 16,830 87
FREMONTIA AVE WABASH ST SHAMROCK ST 393 33 12,969 87
FROMER ST SPRUCE AVE BRAMPTON AVE 842 33 27,786 87
GROVEWOOD ST IDYLLWILD AVE SPRUCE AVE 664 32 21,248 87
HAWTHORNE ST WILLOW AVE MILLARD AVE 529 32 16,928 87
IRONWOOD AVE PINEDALE AVE ATHOL ST 670 33 22,110 87
LANCEWOOD AVE WABASH ST MESA DR 846 33 27,918 87
LILAC AVE SAN BERNARDINO AVE VALLEY BLVD 2,550 38 96,900 87 LINDEN AVE NORTH END MERRILL AVE 1,220 44 57,526 87
MALLORY DR MALLORY DR END 114 37 4,218 87
MESA DR LANCEWOOD AVE WISTERIA AVE 841 33 27,753 87
MIRAMONT ST LILAC AVE END 262 33 11,100 87
PALM AVE VOODEN AVE ALRU AVE 390 34 13,260 87
PALMETTO AVE WALNUT AVE BASELINE RD 2,574 18 46,332 87
PINEDALE AVE SANDALWOOD AVE LINDEN AVE 528 33 17,424 87 QUINCE AVE ALRU ST END 609 32 19,488 87
RIALTO AVE WILLOW AVE PALM AVE 516 62 31,992 87
SANDALWOOD AVEPINEDALE AVE ATHOL ST 674 33 22,242 87
SEQUOIA ST GERONIMO AVE END 230 33 7,590 87
SHAMWOOD AVE RIVERSIDE AVE END 598 33 19,734 87
SILVER BERRY DR AUTUMN MIST DR SUNNYVIEW DR 543 33 17,919 87 SMOKE TREE AVE GROVE ST VICTORIA ST 1,082 33 35,706 87
SUNNYVIEW DR AMBERWOOD AVE END 215 32 6,880 87
SUNNYVIEW DR LEMONWOOD AVE TANGERINE DR 563 32 18,016 87 VERDE AVE FROMER ST END 129 51 6,579 87
VIA BELLO DR DOVE TREE AVE LIVE OAK AVE 811 32 25,952 87 VIA BELLO DR BUENA VISTA DR SILVER BERRY DR 168 33 5,544 87 VICTORIA ST MAPLE AVE SANDALWOOD AVE 849 33 28,017 87
WILDFLOWER ST LINDEN AVE LANCEWOOD AVE 176 33 5,808 87
2ND ST SPRUCE AVE ARROWHEAD AVE 308 37 11,396 88
ARROWHEAD AVE BUNTING ST HEATHER ST 649 33 21,417 88
City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
ARROWHEAD AVE ALRU ST END 396 33 13,068 88
ASHFORD AVE NORWOOD ST END 373 33 12,309 88
BASELINE RD RIVERSIDE AVE SYCAMORE AVE 1,300 68 88,400 88 CARTER ST IRIS AVE CACTUS AVE 459 32 14,688 88
CLIFFORD AVE HAWTHORNE ST END 383 32 12,256 88
DATE AVE MONTROSE ST END 180 38 6,840 88
DRIFTWOOD AVE ALRU ST END 383 32 12,256 88
FERNWOOD AVE END VIA BELLO DR 639 33 21,087 88
FONTLEE LN IDYLLWILD AVE SPRUCE AVE 485 33 16,005 88
FOREST AVE NORWOOD ST END 373 33 12,309 88
GOLDENROD AVE VIA LINDO DR END 690 32 22,080 88
GRAPEWOOD AVE VIA LINDO DR CALLE CELESTE DR 491 33 16,203 88 IDYLLWILD AVE HAWTHORNE ST SEQUOIA ST 444 33 14,652 88
IDYLLWILD AVE SEQUOIA ST FONTLEE LN 563 33 18,579 88
IDYLLWILD AVE TULLOCK ST SAN BERNARDINO AVE 289 32 9,248 88 JACKSON ST MAPLE AVE END 512 33 16,896 88
JAMES ST CACTUS AVE YUCCA AVE 186 32 5,952 88
LAUREL AVE BASELINE RD MIRO WAY 1,295 27 34,965 88
LINDEN AVE CASMALIA ST BRIDGE 370 73 27,010 88
MALLORY DR IRIS AVE END 351 33 11,583 88
MAPLE AVE MERRILL AVE RANDALL AVE 2,600 19 49,400 88
MAPLE AVE BASELINE RD MIRO WAY 1,260 36 45,360 88
MARYGOLD AVE IRIS AVE END 351 33 11,583 88
MIRO WAY ALDER AVE LAUREL AVE 1,285 60 77,100 88
MORNING GLORY DRWINDHAVEN DR END 329 33 10,857 88
OLIVE AVE RANDALL AVE MONTROSE ST 533 33 17,589 88
PARK AVE CARTER AVE END 422 32 13,504 88
PONDEROSA AVE TERRA VISTA DR VIA LINDO DR 175 32 5,600 88 RANDALL AVE BLOOMINGTON AVE WILLOW AVE 1,236 54 66,744 88 RIVERSIDE AVE CACTUS AVE KNOLLWOOD AVE 2,130 69 146,970 88 SUMMERSET DR MORNING GLORY DR ALDER AVE 185 33 6,105 88 TAMARIND AVE BASELINE RD WALNUT ST 2,570 41 105,370 88
TAMARIND AVE CALLE CELESTE DR VIA VERDE DR 272 33 8,976 88 TAMARIND AVE SUNRISE AVE CALLE VISTA DR 264 33 8,712 88 VERONICA CT PLAZA SERENA DR END 205 33 6,765 88
VIA BELLO DR DOVE TREE AVE END 674 32 21,568 88
VIA BELLO DR END ASHFORD AVE 860 33 28,380 88
ALDER AVE MIRO WAY WALNUT ST 1,295 52 67,340 89
ALLEY WILLOW AVE LILAC AVE 1,275 20 25,500 89
ALRU ST CACTUS AVE IRIS AVE 452 23 10,396 89
ASH AVE END END 440 32 19,900 89
ASHFORD AVE JACKSON ST MESA DR 321 33 10,593 89
ASHFORD AVE CARPENTER ST END 133 32 6,300 89
BANYON ST LANCEWOOD AVE SMOKETREE AVE 267 28 7,476 89
BIRCH AVE MADRONA ST SHAMROCK ST 761 33 21,588 89
BIRCH AVE VALENCIA ST END 140 34 7,100 89
BRAMPTON AVE SEQUOIA ST END 145 42 6,090 89
CACTUS AVE NORTH END (210 FWY) EASTON ST 614 68 41,752 89 CACTUS AVE BASELINE RD ETIWANDA AVE 2,600 68 162,223 89 CASMALIA ST CACTUS AVE PVMT CHNGE 195' E/ PARK AVE1,410 40 56,400 89 CHESTNUT AVE WINCHESTER AVE WALNUT AVE 1,201 32 38,432 89 DOVE TREE AVE RANCHO VISTA DR TERRA VISTA DR 163 33 5,379 89 EL MOLINO ST ALTHEA AVE LILAC AVE 545 33 17,985 89
FLAMETREE AVE SUMMERSET DR END 912 32 29,184 89
HAWTHORNE ST LILAC AVE VISTA AVE 526 32 16,832 89
HOLLY ST ASHFORD AVE SANDLEWOOD AVE 530 36 19,080 89
IDYLLWILD AVE MALLORY DR MOLINO ST 394 32 12,608 89
IRONWOOD AVE PINEDALE AVE END 408 33 13,464 89
City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
LANCEWOOD AVE END BANYON ST 653 33 21,549 89
LINDEN AVE ETIWANDA AVE FOOTHILL BLVD 2,600 36 93,600 89 PONDEROSA AVE VIA BELLO DR SUNNYVIEW DR 816 32 26,112 89 REDWOOD AVE SUNNYVIEW DR RIVERSIDE AVE 184 48 9,996 89
RIALTO AVE SYCAMORE AVE EUCALYPTUS AVE 2,600 40 104,000 89 ROSEWOOD ST FILLMORE AVE CACTUS AVE 267 33 8,811 89
SANDALWOOD AVEPINEDALE AVE END 407 33 13,431 89
SEQUOIA ST IDYLLWILD AVE ARROWHEAD AVE 263 33 8,679 89
SILVER BERRY DR VIA BELLO DR AUTUMN MIST DR 272 33 8,976 89 SWEET LEAF AVE END VIA BELLO DR 746 32 23,872 89
VISTA AVE WOODCREST ST HAWTHORNE ST 272 32 8,704 89
WILLOW AVE FOOTHILL BLVD ETIWANDA AVE 2,611 36 93,996 89 WOODRUFF CT LOMA VISTA DR END 202 33 6,666 89
ACACIA AVE ETIWANDA AVE BASELINE RD 2,600 36 93,600 90
ACACIA AVE EASTON ST CUL-DE-SAC 448 28 16,613 90
ALDER AVE BASELINE RD MIRO WAY 1,320 30 39,600 90
ALTHEA AVE POMONA ST EL MOLINO ST 1,043 33 34,419 90
ATHOL ST LINDEN AVE SANDALWOOD AVE 475 33 15,675 90
CACTUS AVE RIVERSIDE AVE BOHNERT AVE 1,012 76 64,512 90 CLIFFORD AVE GROVE ST ROSEWOOD ST 423 33 13,959 90
FILLMORE AVE SEQUOIA ST END 144 32 4,608 90
FOOTHILL BLVD MAPLE AVE LINDEN AVE 1,396 82 114,472 90
GRAPEWOOD AVE CALLE VISTA DR SUNRISE AVE 267 32 8,544 90 GROVEWOOD ST FILLMORE AVE IDYLLWILD AVE 485 36 17,460 90 MALLORY DR MALLORY DR END 114 41 4,674 90
MANZANITA ST TEAKWOOD AVE BEECHWOOD AVE 120 37 4,440 90 POMONA ST CACTUS AVE IDYLLWILD AVE 502 35 17,570 90
REDWOOD AVE SUNNYVIEW DR SUMMERSET DR 638 32 20,416 90
RIALTO AVE CEDAR AVE LARCH AVE 1,162 34 39,508 90
RIALTO AVE SPRUCE AVE CACTUS AVE 1,366 68 92,888 90
RIALTO AVE CACTUS AVE LILAC AVE 1,291 68 87,788 90
RIVERSIDE AVE CACTUS AVE ROWAN AVE 1,980 68 134,640 90
SANDALWOOD AVEVICTORIA ST END 499 33 16,467 90
SIERRA LAKES PKWYWEST CITY LIMIT ALDER AVE 3,940 50 197,000 90 SMOKE TREE AVE MESA DR BASELINE RD 202 33 6,666 90
SMOKE TREE AVE VICTORIA ST VAN KOEVERING ST 265 33 8,745 90 SPRUCE AVE MERRILL ST RANDALL AVE 2,584 36 93,024 90
ALMOND AVE BUENA VISTA DR SUNNYVIEW DR 358 33 11,814 91 ALRU ST FILLMORE AVE CACTUS AVE 188 33 6,204 91
ARROWHEAD AVE BUNTING ST SCHALLERT ST 511 33 16,863 91
BASELINE RD LINDEN AVE CEDAR AVE 1,293 68 87,924 91
BUNTING ST IDYLLWILD AVE ARROWHEAD AVE 382 33 12,606 91 BUXTON ST FITZSIMMONS AVE MAPLE AVE 529 33 17,457 91
CANDLEWOOD ST MAPLE AVE END 520 32 16,640 91
CERES ST DATE AVE SYCAMORE AVE 637 35 22,295 91
EL MOLINO ST IRIS AVE CACTUS AVE 532 33 17,556 91
FROMER ST LILAC AVE VERDE AVE 288 42 12,096 91
IDYLLWILD AVE EASTON ST END 185 32 5,920 91
IDYLLWILD AVE POMONA ST END 105 40 4,200 91
LILAC AVE BLOOMINGTON AVE HAWTHORNE ST 1,140 38 43,320 91 LINDEN AVE MERRILL AVE RANDALL AVE 2,587 40 103,480 91
MALLORY DR SPRUCE AVE END 373 33 12,309 91
MALLORY DR CACTUS AVE IDYLLWILD AVE 661 32 21,152 91
MONTROSE ST OLIVE AVE DATE AVE 329 32 10,528 91
PONDEROSA AVE DAWNVIEW DR SUNRISE AVE 282 33 9,306 91
RIALTO AVE LILAC AVE WILLOW AVE 1,309 68 89,012 91
RIALTO AVE SPRUCE AVE LARCH AVE 1,379 34 46,886 91
SAN DIMAS AVE POMONA ST EL MOLINO ST 1,043 33 34,419 91
City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
SMOKETREE AVE BANYON ST END 672 32 21,504 91
SYCAMORE AVE 130'' S/O MONTROSE ST SAN BERNARDINO AVE 1,956 18 35,208 91 TAMARIND AVE END VIA BELLO DR 638 33 21,054 91
TUDOR ST LOCUST AVE END 550 26 14,300 91
WALNUT AVE TAMARIND AVE ALDER AVE 1,240 60 74,400 91
WILDFLOWER ST ASPEN AVE SMOKETREE AVE 396 33 13,068 91
WOODRUFF CT TERRA VISTA DR VIA LINDO DR 168 33 5,544 91 ALLEY 3RD ST 2ND ST 625 20 12,500 92
AUTUMN MIST DR DAISY DR SILVER BERRY DR 634 33 20,922 92 BASELINE RD MAPLE AVE LINDEN AVE 1,314 54 69,292 92
FILLMORE AVE POMONA ST GROVEWOOD ST 384 36 13,824 92
FONTLEE LN GERONIMO AVE LARCH AVE 521 33 17,193 92
GOLDENROD AVE SUNRISE AVE CALLE VISTA DR 282 33 9,306 92 GRANT ST LILAC AVE END 512 32 16,384 92
IDYLLWILD AVE FROMER ST END 350 33 11,550 92
IDYLLWILD AVE JAMES ST END 380 33 12,540 92
LARKSPUR AVE VIA LINDO DR VIA BELLO DR 886 32 28,352 92 PEPPER AVE WINCHESTER AVE BASELINE RD 1,395 68 94,860 92 RENAISSANCE PKWYALDER AVE LAUREL AVE 1,315 28 36,820 92 SEQUOIA ST CACTUS AVE BRAMPTON AVE 514 32 16,448 92
SUNNYVIEW DR SILVER BERRY DR DAISY DR 628 33 20,724 92
TAMARIND AVE VIA LINDO DR VIA VERDE DR 335 33 11,055 92 VALLEY BLVD RIVERSIDE AVE EAST CITY LIMIT 1,250 84 105,000 92 WOODHILL ST ARROWHEAD AVE IDYLLWILD AVE 390 33 12,870 92 ALLEY WILLOW AVE END 965 20 19,300 93
ARROWHEAD AVE SCHALLERT ST EASTON ST 451 33 14,883 93
BANYON AVE FITZSIMMONS AVE MAPLE AVE 536 33 17,688 93
CACTUS AVE SLOVER AVE MANILA ST 1,940 20 38,800 93
CACTUS AVE BOHNERT AVE CASAMALIA ST 2,010 70 140,700 93 CASMALIA ST ALDER AVE LAUREL AVE 1,360 22 29,920 93
CASMALIA ST LOCUST AVE LINDEN AVE 2,560 48 122,880 93
CRAIG ST SPRUCE AVE END 183 32 5,856 93
FROMER ST END SYCAMORE AVE 988 33 32,604 93
GROVE ST LILAC AVE VISTA AVE 533 33 17,589 93
GROVE ST VISTA AVE WILLOW AVE 793 33 26,169 93
HUFF ST JOYCE AVE END 174 32 5,568 93
IDYLLWILD AVE WOODHILL ST BUNTING ST 393 33 12,969 93
JOYCE AVE LURELANE ST END 198 33 6,534 93
JOYCE AVE END MERRILL AVE 662 32 21,184 93
JURUPA AVE WILLOW AVE RIVERSIDE AVE 1,423 48 68,304 93
LOCUST AVE RENAISSANCE PKWY PVMT CHNGE 1950' N/ MIRO WAY1,417 60 85,020 93 LOMITA DR SYCAMORE AVE END 679 33 22,407 93
LURELANE ST ACACIA AVE END 1,060 33 34,980 93
MAPLE AVE EVERGREEN ST PVMT CHNGE 150' N/ BANYON AVE1,285 36 46,260 93 MCWETHY ST LINDEN AVE PVMT CHNGE 225' W/ SANDALWOOD AVE745 32 23,840 93 NORWOOD ST FOREST AVE LINDEN AVE 832 33 27,456 93
ORCHARD ST SAGE AVE SYCAMORE AVE 506 35 17,710 93
PONDEROSA AVE FAIRVIEW DR CASA GRANDE DR 191 33 6,303 93 POPPY DR DAWNVIEW DR BUENA VISTA DR 516 33 17,028 93
RENAISSANCE PKWYLAUREL AVE ALDER AVE 1,315 28 41,900 93 SANDALWOOD AVEMCWETHY ST END 490 32 15,680 93
SUMMERSET DR FLAMETREE AVE LEMONWOOD AVE 363 32 11,616 93 TEAKWOOD AVE RANDALL AVE END 515 33 16,995 93
VIA BELLO DR ALMOND AVE LAUREL AVE 710 33 23,430 93
VODDEN AVE DATE AVE RIVERSIDE AVE 802 33 26,466 93
VOODEN ST VERDE AVE END 175 33 5,775 93
WALNUT AVE ALDER AVE LAUREL AVE 1,285 35 44,975 93
ALLEY LILAC AVE WILLOW AVE 1,280 19 24,320 94
City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
ALRU ST BRIERWOOD AVE SPRUCE AVE 791 33 26,103 94
CACTUS AVE FEDEX BLDNG (855' S/ HAMADA LN)PVMT CHNGE 210' N/ CRICKET DR1,170 40 46,800 94 CARTER ST LILAC AVE END 330 32 10,560 94
CASMALIA ST LAUREL AVE ALDER AVE 1,360 28 46,500 94
CHAPARRAL ST ARROWHEAD AVE END 370 32 11,840 94
CROMWELL ST ARROWHEAD AVE END 320 32 10,240 94
EASTON ST WILLOW AVE RIVERSIDE AVE 1,307 40 52,280 94
FITZSIMMONS AVEWILDFLOWER ST BUXTON ST 364 33 12,012 94 FITZSIMMONS AVEBUXTON ST END 312 33 10,296 94
GOLDENROD AVE END SUMMERSET DR 338 33 11,154 94
JURUPA AVE 839'' E/O LILAC AVE WILLOW AVE 470 28 13,160 94 LAUREL AVE SUNNYVIEW DR BUENA VISTA DR 768 33 25,344 94 LILAC AVE HAWTHORNE ST SAN BERNARDINO AVE 1,420 38 53,960 94 LILAC AVE ETIWANDA AVE FOOTHILL BLVD 2,600 38 98,800 94 MIRO WAY LAUREL AVE LOCUST AVE 1,315 60 78,900 94
OAKDALE AVE ARBETH ST HIGHLAND AVE 215 30 6,450 94
PAMPAS AVE MERRILL AVE GLEN OAK ST 519 35 18,165 94
RANDALL AVE WILLOW AVE RIVERSIDE AVE 1,258 60 75,480 94 RIVERSIDE AVE FOOTHILL BLVD 1ST ST 2,160 34 76,900 94
SAGE AVE LURELANE ST LOMITA DR 414 33 13,662 94
SHAMROCK ST PINE AVE PRIMROSE AVE 262 35 9,170 94
SUMMERSET DR LIVE OAK AVE VERONICA AVE 512 33 16,896 94 TANGERINE DR SUNNYVIEW DR FLAMETREE AVE 312 32 9,984 94 VERONICA AVE SUMMERSET DR END 344 33 11,352 94
YUCCA AVE END POMONA ST 135 32 4,320 94
ALLEY 2ND ST END 322 17 5,474 95
ALRU ST LARCH AVE BRIERWOOD AVE 532 32 17,024 95
ARROWHEAD AVE EASTON ST END 166 33 5,478 95
AYALA DR EASTON ST BASELINE RD 4,915 44 216,260 95
CARNATION DR VIA BELLO DR SUNNYVIEW DR 345 33 11,385 95 CASMALIA ST LOCUST AVE LAUREL AVE 1,285 28 35,980 95
CERES ST IRONWOOD AVE END 301 32 12,500 95
ETIWANDA AVE WILLOW AVE RIVERSIDE AVE 1,260 36 45,360 95 FITZSIMMONS AVEWILDFLOWER ST BANYON AVE 474 33 15,642 95 GLENWOOD AVE 2ND ST END 129 48 6,192 95
IRONWOOD AVE MERILL AVE SOUTH ST 465 32 14,880 95
LAUREL AVE WALNUT ST RENAISSANCE PKWY 2,075 36 74,700 95 LINDEN AVE FOOTHILL BLVD RIALTO AVE 2,555 36 91,980 95
LINDEN AVE BASELINE RD MIRO WAY 1,265 60 75,900 95
LOCUST AVE MIRO WAY PVMT CHNGE 1950' N/ MIRO WAY1,953 60 117,180 95 MONTROSE ST IDYLLWILD AVE END 203 33 6,699 95
PHIL OCHS AVE BUXTON ST END 309 33 10,197 95
PHIL OCHS AVE BANYON AVE END 185 33 6,105 95
QUINCE AVE END SYCAMORE AVE 438 33 14,454 95
RENAISSANCE PKWYLAUREL AVE LOCUST AVE 1,315 28 40,000 95 RIVERSIDE AVE 1ST ST PVMT CHNGE 725' S/ RIALTO AVE1,465 34 65,075 95 RIVERSIDE AVE VALUE CTR VALLEY BLVD 850 92 72,550 95
RIVERSIDE AVE PVMT CHNGE 725' S/ RIALTO AVE1ST ST 1,465 34 66,100 95 RIVERSIDE AVE 1ST ST FOOTHILL BLVD 2,160 34 81,800 95
SAN BERNARDINO AVELILAC AVE WILLOW AVE 1,283 36 46,188 95 SAN BERNARDINO AVEWILLOW AVE RIVERSIDE AVE 1,260 36 45,360 95 SAN BERNARDINO AVERIVERSIDE AVE SYCAMORE AVE 1,260 36 45,360 95 SCHALLERT ST ARROWHEAD AVE END 370 32 11,840 95
SOUTH ST IRONWOOD AVE END 315 32 12,500 95
VERDE AVE ROSEWOOD ST GROVE ST 406 33 13,398 95
WILDFLOWER ST FITZSIMMONS AVE END 128 33 4,224 95
WILLOW AVE VALLEY BLVD SAN BERNARDINO AVE 2,588 32 82,816 95 BASELINE RD ALDER AVE LAUREL AVE 1,292 50 64,600 96
City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
RIVERSIDE AVE SAN BERNARDINO AVE VALUE CTR 1,728 76 131,328 96 SUMMERSET DR DAISY DR SILVER BERRY DR 634 33 20,922 96
ALLEY RIALTO AVE END 540 20 10,800 97
ASHFORD AVE PINEDALE AVE END 405 33 13,365 97
GLENWOOD AVE ALRU ST END 377 32 12,064 97
RANDALL AVE SPRUCE AVE CACTUS AVE 1,280 60 76,800 97
SUNNYVIEW DR ALMOND AVE LAUREL AVE 493 33 16,269 97
ALDER AVE WALNUT ST RENAISSANCE PKWY 2,036 70 142,520 98 MARGARITA RD CACTUS AVE END 590 32 20,800 99
RANDALL AVE CEDAR AVE SPRUCE AVE 2,600 60 156,000 99
SAN BERNARDINO AVEBLOOMINGTON AVE CACTUS AVE 1,207 60 72,420 99 ALICE AVE ALRU AVE VOODEN AVE 389 34 13,226 100
ALLEY 1ST ST RIALTO AVE 604 21 12,684 100
ALLEY 1ST ST RIALTO AVE 607 18 10,926 100
ALRU AVE DATE AVE SYCAMORE AVE 528 32 16,896 100
ALRU ST DATE AVE RIVERSIDE AVE 801 34 27,234 100
ALRU ST VERDE AVE END 175 32 5,600 100
ALTHEA AVE END MERRILL AVE 648 33 21,384 100
ASH AVE MADRONA ST SHAMROCK ST 755 33 24,915 100
BELDEN AVE JACKSON ST MESA DR 312 33 10,296 100
BIRCH AVE VAN KOEVERING ST MORGAN ST 273 33 9,009 100
BIRCH AVE MESA DR JACKSON ST 368 33 12,144 100
BIRCH AVE 6TH ST END 435 33 18,900 100
BLOOMINGTON AVEWILLOW AVE MERRILL AVE 1,812 92 133,704 100 BLOOMINGTON AVELILAC AVE WILLOW AVE 1,900 92 148,400 100 BONNIE VIEW DR ACACIA AVE EUCALYPTUS AVE 1,332 38 50,616 100 BONNIE VIEW DR END ACACIA AVE 1,060 32 33,920 100
CACTUS AVE RIALTO AVE MERRILL AVE 2,570 68 174,760 100
CACTUS AVE BLOOMINGTON AVE SAN BERNARDINO AVE 1,273 68 86,564 100 CLIFFORD AVE CLIFFORD AVE END 122 35 4,270 100
CLIFFORD AVE END ORCHARD ST 185 32 8,800 100
CLIFFORD AVE ORCHARD ST MILLARD AVE 865 33 28,545 100
EASTON ST LILAC AVE WILLOW AVE 1,283 40 51,320 100
EASTON ST ACACIA AVE EUCALYPTUS AVE 1,283 36 46,188 100 ENCINA AVE HOLLY ST MADRONA ST 423 35 14,805 100
FILLMORE AVE MARGARITA ST END 240 28 7,700 100
HIGHLAND AVE OAKDALE AVE EAST CITY LIMITS 645 88 56,760 100 HOLLY ST HOLLY ST PEPPER AVE 776 33 25,608 100
HOLLY ST EUCALYPTUS AVE HOLLY ST 557 33 18,381 100
HOLLY ST PINE AVE PRIMROSE AVE 263 35 9,205 100
HOLLY ST ENCINA AVE PINE AVE 263 35 9,205 100
HOLLY ST PRIMROSE AVE PAMPAS AVE 263 35 9,205 100
HOLLY ST EUCALYPTUS AVE PAMPAS AVE 269 35 9,415 100
JAMES ST SPRUCE AVE END 661 33 21,813 100
JAMES ST DATE AVE OLIVE ST 290 35 10,150 100
JAMES ST LILAC AVE END 510 32 18,300 100
LINDEN AVE MIRO WAY RENAISSANCE PKWY 3,750 60 225,000 100 LINDEN AVE RENAISSANCE PKWY BRIDGE 70 68 6,500 100
MADRONA ST EUCALYPTUS AVE ASH AVE 889 33 29,337 100
MADRONA ST ASH AVE PEPPER AVE 449 33 14,817 100
MADRONA ST MERIDIAN AVE EVALINE AVE 847 33 27,951 100
MADRONA ST EVALINE AVE PEPPER AVE 473 33 15,609 100
MERRILL AVE LINDEN AVE CEDAR AVE 1,270 60 76,200 100
MERRILL AVE MAPLE AVE LINDEN AVE 1,283 60 76,980 100
MERRILL AVE SPRUCE AVE CACTUS AVE 1,318 60 79,080 100
MERRILL AVE CACTUS AVE WILLOW AVE 2,625 60 157,500 100
MERRILL AVE WILLOW AVE RIVERSIDE AVE 1,290 60 77,400 100
City of Rialto, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Name From To Length Width Area PCI
MERRILL AVE CEDAR AVE SPRUCE AVE 2,614 60 156,840 100
MIRO WAY LOCUST AVE MAPLE AVE 1,330 60 79,800 100
MIRO WAY MAPLE AVE LINDEN AVE 1,325 60 79,500 100
ORANGE AVE SOUTH ST WILSON ST 253 32 8,096 100
PAMPAS AVE HOLLY ST SHAMROCK ST 1,062 35 37,170 100
PAMPAS AVE CARTER ST HUFF ST 215 33 7,095 100
PEPPER AVE PVMT CHNGE 1300' S/ HIGHLAND AVEHIGHLAND AVE 1,295 68 88,060 100 PINE AVE HOLLY ST SHAMROCK ST 1,064 35 37,240 100
PRIMROSE AVE HOLLY ST SHAMROCK ST 1,060 35 37,100 100
RANDALL AVE LINDEN AVE CEDAR AVE 1,257 60 75,420 100
RANDALL AVE MAPLE AVE LINDEN AVE 1,300 44 57,200 100
RENAISSANCE PKWYLOCUST AVE LINDEN AVE 2,670 28 74,760 100 RENAISSANCE PKWYLINDEN AVE MARKETPLACE WEST 1,335 22 29,370 100 RENAISSANCE PKWYMARKETPLACE WEST AYALA DR 1,385 26 51,400 100 RENAISSANCE PKWYAYALA DR PVMT CHNGE 160' W/ ARROWHEAD AVE1,415 54 76,410 100 RENAISSANCE PKWYAYALA DR MARKETPLACE WEST 1,385 26 42,300 100 RENAISSANCE PKWYMARKETPLACE WEST LINDEN AVE 1,335 28 39,600 100 RENAISSANCE PKWYLINDEN AVE LOCUST AVE 2,670 28 76,000 100 RENAISSANCE PKWYLOCUST AVE LAUREL AVE 1,315 28 40,000 100 RIALTO AVE RIVERSIDE AVE OLIVE AVE 308 62 19,096 100
RIALTO AVE OLIVE AVE SYCAMORE AVE 927 46 42,642 100
RIVERSIDE AVE LIVE OAK AVE ALDER AVE 3,000 58 174,000 100 RIVERSIDE AVE ALDER AVE LOCUST AVE 2,648 58 153,584 100 RIVERSIDE AVE 1630' E/O SIERRA AVE LIVE OAK AVE 2,809 58 162,922 100 RIVERSIDE AVE LOCUST AVE LINDEN AVE 3,943 58 228,694 100 SAN BERNARDINO AVECACTUS AVE LILAC AVE 1,267 60 76,020 100 SAN BERNARDINO AVEPVMT CHNGE 420' W/ TEAKWOOD AVEBLOOMINGTON AVE 850 60 49,500 100 SHAMROCK ST EUCALYPTUS AVE PAMPAS AVE 268 35 9,380 100
SHAMROCK ST PRIMROSE AVE PAMPAS AVE 263 35 9,205 100
SHAMROCK ST ENCINA AVE PINE AVE 262 35 9,170 100
SHAMROCK ST ENCINA AVE ACACIA AVE 269 35 9,415 100
SOUTH ST SYCAMORE AVE ACACIA AVE 1,321 35 46,235 100
SOUTH ST ORANGE AVE RIVERSIDE AVE 337 33 11,121 100
SOUTH ST ORANGE AVE WILLOW AVE 987 33 32,571 100
TERRACE RD END VISTA GRANDE RD 1,691 25 42,275 100
TERRACE RD SHAMROCK DR CITY LIMITS 1,425 30 42,750 100
VALLEY BLVD CACTUS AVE LILAC AVE 1,364 84 114,576 100
WILSON ST ACACIA AVE SYCAMORE AVE 1,321 33 43,593 100
WILSON ST ORANGE AVE WILLOW AVE 987 33 32,571 100
Street Name From To Estimated PCI
Area
(sq. ft.)
Zone 3: Arterial and Collector Streets
Maple Ave. Baseline Rd. Etiwanda Ave. 49,400 40 Cedar Ave. Baseline Rd. Etiwanda Ave. 176,800 64 Cedar Ave. Etiwanda Ave. Foothill Blvd. 176,800 55 Sycamore Ave. Madrona St. Etiwanda Ave. 46,332 66 Sycamore Ave. Etiwanda Ave. Rosewood St. 52,776 42 Sycamore Ave. Rosewood St. Foothill Blvd. 41,256 39 Etiwanda Ave. Maple Ave. Linden Ave. 46,224 57 Etiwanda Ave. Linden Ave. Cedar Ave. 45,576 62 Etiwanda Ave. Cactus Ave. Lilac Ave. 45,720 61 Etiwanda Ave. Lilac Ave. Willow Ave. 45,720 42 Etiwanda Ave. Sycamore Ave. Acacia Ave. 46,944 59 Zone 3: Local Streets
CAMPHOR AVE MESA DR BASELINE RD 9,801 54
CHURCH AVE CHURCH AVE END 3,072 63
CHURCH AVE GROVE ST END 31,185 51
CORNELL DR SYCAMORE AVE RIVERSIDE AVE 43,956 52
DATE AVE ROSEWOOD ST GROVE ST 15,750 66
GROVE ST CEDAR AVE LARCH AVE 44,187 33
HOLLY ST RIVERSIDE AVE DATE AVE 25,905 60
HOLLY ST PALM AVE RIVERSIDE AVE 17,688 61
MARTIN ST WEDGEWOOD CT DRIFTWOOD AVE 30,756 62
MESA DR ELMWOOD AVE OAKWOOD AVE 23,430 66
MILLARD AVE GROVE ST END 5,742 62
MORGAN ST WILLOW AVE RIVERSIDE AVE 48,060 55
OAKDALE AVE RAMONA DR ROSEWOOD ST 29,124 66
RAMONA DR RAMONA DR END 3,220 39
RAMONA DR OLIVE AVE SYCAMORE AVE 25,707 57
RAMONA DR SYCAMORE AVE SAGE AVE 16,399 51
RAMONA DR SAGE AVE ACACIA AVE 27,234 27
RAMONA DR LILAC AVE WILLOW AVE 43,989 64
RAMONA DR END RAMONA DR 5,236 54
ROSEWOOD ST ASPEN AVE CEDAR AVE 15,906 36
ROSEWOOD ST LARCH AVE END 16,401 55
ROSEWOOD ST DATE AVE SYCAMORE AVE 16,731 62
ROSEWOOD ST DATE AVE RIVERSIDE AVE 27,324 66
SAGE AVE END ETIWANDA AVE 20,625 53
SHAMROCK ST VERDE AVE LILAC AVE 10,592 47
SHAMROCK ST CLIFFORD AVE VISTA AVE 10,923 40
SHAMROCK ST VISTA AVE VERDE AVE 11,022 63
SHAMROCK ST WILLOW AVE CLIFFORD AVE 10,923 14
SYCAMORE AVE END SYCAMORE AVE 6,864 53
TEAKWOOD AVE VALENCIA ST WEDGEWOOD CT 10,857 49
TEAKWOOD AVE WEDGEWOOD CT ETIWANDA 8,250 35
VALENCIA ST PALM AVE RIVERSIDE AVE 17,424 57
VAN KOEVERING ST WILLOW AVE RIVERSIDE AVE 45,288 58
VERDE AVE ETIWANDA AVE HOLLY ST 29,505 66
VICTORIA ST CORNELL AVE ACACIA AVE 13,968 62
VICTORIA ST WILLOW AVE RIVERSIDE AVE 48,024 66
WABASH ST IDYLLWILD AVE END 13,629 52
WABASH ST RIVERSIDE AVE PALM AVE 17,655 63
WEDGEWOOD CT IDYLLWILD AVE TEAKWOOD AVE 42,042 52
Zone 2: Local Streets
ALICE AVE EASTON ST END 11,352 32
ALICE AVE CHAPARRAL ST EASTON ST 16,608 18
ALICE AVE VALLEY BLVD END 10,650 59
ALTHEA AVE MARIANA ST WALNUT AVE 15,807 28
ARBETH ST OAKDALE AVE DATE AVE 27,786 43
ARBETH ST DATE AVE RIVERSIDE AVE OH 15,543 42
ARROWHEAD AVE VALENCIA ST IDYLLWILD AVE 24,288 51 118
CASCADE DR RIVERSIDE AVE PALM AVE 16,000 28
CERRITOS ST MARCELLA AVE ACACIA AVE 16,992 55
CHAPARRAL ST OAKDALE AVE MARCELLA AVE 17,061 43
CHAPARRAL ST MARCELLA AVE ACACIA AVE 16,672 51
CLIFFORD AVE TAHOE ST EASTON ST 10,032 35
CONDOR DR CONDOR DR END 4,521 50
CONDOR DR SYCAMORE AVE RIVERSIDE AVE OH 35,706 55
CROMWELL ST SYCAMORE AVE OAKDALE AVE 9,240 46
DATE AVE CHAPARRAL ST END 12,441 59
FITZGERALD AVE AYALA DR BASELINE RD 65,268 51
GARDENA AVE LURELANE ST END 12,441 58
HEATHER ST SYCAMORE AVE END 21,285 32
HEATHER ST SYCAMORE AVE JOYCE AVE 35,178 39
HEATHER ST LILAC AVE VERDE AVE 8,811 23
HEATHER ST VERDE AVE VISTA AVE 8,844 29
HEATHER ST WILLOW AVE VISTA AVE 26,334 26
HEATHER ST WILLOW AVE ALICE AVE 17,820 36
HOME ST OLIVE AVE SYCAMORE AVE 34,125 26
IRIS AVE MARIANA ST END 12,573 43
JOYCE AVE END VIRGINIA ST 23,200 45
JOYCE AVE MARIANA ST HEATHER ST 8,679 53
LEISKE DR FITZGERALD AVE AYALA DR 25,972 41
LURELANE ST LILAC AVE VISTA AVE 17,556 57
LURELANE ST ALICE AVE WILLOW AVE 17,184 57
MAGNOLIA AVE VIRGINIA ST HOME ST 11,550 39
MARCELLA AVE SCOTT ST CERRITOS ST 8,608 58
MARGARITA RD MARGARITA RD END 6,765 31
MARGARITA RD ROSALIND AVE TERRACE RD 25,184 47
MARIANA ST END SYCAMORE AVE 21,648 46
MARIANA ST OAKDALE AVE ACACIA AVE 34,386 48
OAKDALE AVE END ARBETH ST 20,192 55
OAKDALE AVE MARIANA ST HEATHER ST 8,679 55
OAKDALE AVE CROMWELL ST CHAPARRAL ST 13,736 45
OLIVE AVE CERRITOS ST WINCHESTER DR 32,976 38
OLIVE AVE HOME ST VIRGINIA ST 11,585 36
ORANGE AVE CASMALIA ST WILLOW AVE 30,591 33
PALM AVE WILLOW AVE CASMALIA ST 30,591 40
PALM AVE CASCADE DR ALLEY 5,346 29
PRIMROSE AVE HOME ST END 18,249 41
RIVERSIDE AVE OH MEADOW LN POMEGRANATE AVE 18,462 25
RIVERSIDE AVE OH POMEGRANATE AVE ARBETH ST 27,982 21
RIVERSIDE AVE OH END MEADOW LN 17,292 43
SAGE AVE CHAPARRAL ST END 12,870 47
SCOTT ST ACACIA AVE PINE AVE 17,358 59
SCOTT ST SYCAMORE AVE END 22,592 50
SYCAMORE AVE ARBETH ST CONDOR DR 25,344 42
TIBBOT AVE SPRUCE AVE END 43,230 56
VERDE AVE END HEATHER ST 14,124 29
VISTA AVE HEATHER ST END 13,992 37
VISTA AVE HEATHER ST END 21,450 59
WINCHESTER AVE YUCCA AVE LILAC AVE 35,970 58
WINCHESTER DR SYCAMORE AVE OLIVE AVE 33,762 23
YUCCA AVE MARIANA ST END 19,833 29
Zone 1: Local Streets
ALTHEA AVE NORWOOD ST END 5,472 42
APPLE AVE COLUMBINE AVE CACTUS AVE 41,004 56
CARPENTER ST END MAPLE AVE 16,384 48
CEDAR AVE APPLE AVE RIVERSIDE AVE 1,536 53
CHERRY AVE APPLE AVE RIVERSIDE AVE OH 25,216 53
CHESHIRE ST AYALA DR CEDAR AVE 43,923 51
CHESHIRE ST AYALA DR CHESHIRE ST 21,780 44
CHURCH AVE APPLE AVE PALM AVE 8,032 51
COLUMBINE AVE MILOR AVE APPLE AVE 7,524 38
COLUMBINE AVE APPLE AVE RIVERSIDE AVE OH 25,088 25
COMPTON ST NORWOOD ST END 11,685 54
CRAIG ST BRIERWOOD AVE END 11,040 52
DRIFTWOOD AVE ORANGE AVE APPLE AVE 17,664 49 119
FILLMORE AVE BOHNERT AVE FILLMORE AVE 32,934 55
GALWAY ST PARK AVE CASMALIA ST 27,968 50
IRIS AVE NORWOOD ST END 13,398 27
JOYCE AVE EASTON ST END 14,619 54
KOA AVE MEADOW LN END 12,441 51
LA GLORIA DR SPRUCE AVE ARROWHEAD AVE 9,405 26
LEWIS ST ASPEN AVE END 11,583 45
LOWELL ST LOCUST AVE END 49,700 41
MILOR AVE NORWOOD ST COLUMBINE AVE 21,648 24
MILOR AVE COLUMBINE AVE END 25,408 32
NORWOOD ST QUINCE AVE AYALA DR 35,178 44
NORWOOD ST ARROWHEAD AVE MESA ST 3,795 42
ORANGE AVE QUINCE AVE DRIFTWOOD AVE 49,248 55
PALM AVE COLUMBINE AVE END 13,792 30
PALM AVE CHERRY AVE END 11,220 36
PALM AVE DALEWOOD AVE END 15,543 40
QUINCE AVE CHESHIRE ST LA GLORIA DR 17,556 46
RIVERSIDE AVE OH CHERRY AVE END 15,062 35
RIVERSIDE AVE OH END CHERRY AVE 26,656 40
STONEHURST DR. LOCUST AVE END 83,904 36
YUCCA AVE YUCCA AVE END 6,666 32
YUCCA AVE MILOR AVE NORWOOD ST 25,608 37
Select Arterial Streets
Linden Ave. Riverside Ave. 220' S/O Candlewood 53310 53 Linden Ave. 605' S/O Persimmon Ave.154' N/O Banyon Ave. 61490 72 Linden Ave. 154' N/O Banyon Ave. Bohnert Ave. 14600 56
Linden Ave. Bohnert Ave. Casmalia St. 45790 56
Bohnert Ave. Linden Ave. Cedar Ave. 49,020 58 Bohnert Ave. Cedar Ave. Ayala Dr. 48,792 60 Bohnert Ave. Ayala Dr. Spruce Ave. 49,526 28 Bohnert Ave. Spruce Ave. Cactus Ave. 49,476 35 Summit Ave. Maple Ave. Linden Ave. 33566 40
Summit Ave. Linden Ave. Apple Ave. 63252 56
Casmalia St. Laurel Ave. Locust Ave. 35,980 17 Lilac Ave. Walnut Ave. Heather St. 10,600 48 Lilac Ave. Heather St. Chaparral St. 46,730 31 Lilac Ave. Chaparral St. Tahoe St. 33,945 53 Willow Ave. Walnut Ave. Chaparral St. 50544 29
Locust Ave. Riverside Ave. Buena Vista Dr. 23,280 42 Locust Ave. Buena Vista Dr. Casa Grande Dr. 32,292 26 Locust Ave. Lowell St. Stonehurst Dr. 160,920 66 Locust Ave. Stonehurst Dr. Vineyard Ave. 40,000 18 Locust Ave. Vineyard Ave. Casmalia St. 78,840 40 120
121
MAKING THE CONNECTIONS:
THE CIRCULATION CHAPTER
Chapter
4 Page
4-9
Eucalyptus Ave
Lytle Creek Rd
Alder Ave
Locust Ave
Acacia Ave
Terra Vista Dr
Agua
Cactus Ave
7th St
Marygold Ave
Riverside Ave
BNSF Railway
Laurel Ave
Casmalia Ave
Baseline Rd
Valley Blvd
Slover Ave
Cedar Ave
Randall Ave
Foothill Blvd
Merrill Ave
Linden Ave
Pepper Ave
Riverside Ave
11th St
Bloo
mington
Ave
Mansa
Rd
Jurupa Ave
Rialto Ave
Etiwanda Ave
Tam
arind Ave
Southern Pacific Railroad
Santa Ana Ave
H
olly St
Union Pacific Railroad
Atchison, Topeka
& Santa Fe Railroad
Southern Pacific Railroad
Cajon W
ashLytle Creek Wash
Channel
Devil Creek
Channel
Cable
Creek
Devore Rd
El Rivino Rd
M
aple Ave
Walnut St
Casa Grande Dr
Palm
etto Ave
Alder Ave
Union Pacific Railroad
San Bernardino Ave
City of
Fontana
City of
Colton
Riverside County
City of
San Bernardino
San Bernardino County
San Bernardino
County
Sierra Ave
Renaissance Specific Plan
(refer to plan for street classifications)
Riverside Ave
Cedar Ave
Lilac Ave
Cactus Ave
W
illow
Ave
Baseline Rd
Acacia Ave
Slover Ave
Linden Ave
Valley Blvd
Sycam
ore Ave
Randall Ave
Merrill Ave
Foothill Blvd
Pepper Ave
Locust Ave
Ayala Dr
Santa Ana Ave
Bohnert Ave
Etiwanda Ave
Easton St
Walnut Ave
Rialto Ave
Summit Ave
Alder Ave
Jurupa Ave
Sierra Ave
El Rivino Rd
Laurel Ave
Brown Ave
Linden Ave
Easton St
Cactus Ave
W
illow Ave
Source: Iteris, Inc. (2008)
0 0.5 1 1.5 2
Miles
Base Map Features
Rialto Incorporated Area
Rialto Sphere of Influence
County Boundary
Local Road
Railroad
Hydrological Feature
Freeway
Major Arterial Highway
Major Arterial
Major Arterial
Modified Major Arterial I
Modified Major Arterial II
Modified Arterial I
Modified Arterial II
Secondary Arterial
Secondary Arterial
Secondary Arterial
Collector Street
Collector Street
Street Classification
Freeway Interchanges
Existing Interchange
Planned Future Interchange
Existing right-of-ways are indicated with
a solid line, proposed right-of-ways are
indicated with a dotted line, and right-of-ways
outside the planning area are indicated
with a gray line.
Exhibit 4.1 – Street Classifications
122
Street ID Section ID Name From To Length Width Area PCI 10 5 CACTUS AVE WALNUT AVE 679'' N/O WALNUT AVE679 68 46,172 54 13 19 CEDAR AVE MERRILL AVE RANDALL AVE 2,600 68 176,800 48 13 12 CEDAR AVE FOOTHILL BLVD RIALTO AVE 2,600 68 176,800 52 13 15 CEDAR AVE ETIWANDA AVE FOOTHILL BLVD 2,600 68 176,800 55 30 6 RIALTO AVE MAPLE AVE LINDEN AVE 1,349 68 91,732 59 11 4 CASA GRANDE DRALDER AVE LOCUST AVE 2,638 60 158,280 55 21 11 LINDEN AVE RIVERSIDE AVE PERSIMMON AVE 2,685 42 112,770 53 21 14 LINDEN AVE (E 1/2)150' N / NORWOOD ST CASMALIA ST 1,000 30 30,000 56 23 6 LOCUST AVE STONEHURST DR VINEYARD AVE 1,334 30 40,020 18 23 8 LOCUST AVE BUENA VISTA DR CASA GRANDE DR 1,242 26 32,292 26 23 7 LOCUST AVE VINEYARD AVE CASMALIA ST 1,314 60 78,840 40 23 2 LOCUST AVE RIVERSIDE AVE BUENA VISTA DR 388 60 23,280 42 23 3 LOCUST AVE CASA GRANDE DR TUDOR ST 1,151 30 34,530 61 23 4 LOCUST AVE TUDOR ST LOWELL ST 901 60 54,060 61
23 13 LOCUST AVE CASMALIA ST BRIDGE 295 58 17,110 61
24 11 MAPLE AVE BASELINE RD ETIWANDA AVE 2,600 19 49,400 40 24 12 MAPLE AVE WEST COAST BLVD SUMMIT AVE 2,035 36 73,260 60 26 8 MERRILL AVE SYCAMORE AVE EUCALYPTUS AVE 2,592 60 155,520 45 26 7 MERRILL AVE RIVERSIDE AVE SYCAMORE AVE 1,270 60 76,200 59 33 7 SANTA ANA AVELILAC AVE WILLOW AVE 1,315 44 57,860 8 33 11 SANTA ANA AVEWILLOW AVE RIVERSIDE AVE 1,270 22 42,700 14 Collector
2 22 ACACIA AVE MERRILL AVE RIALTO AVE 2,580 36 92,880 55 8 5 BOHNERT AVE AYALA DR SPRUCE AVE 1,257 38 49,526 28
8 7 BOHNERT AVE SPRUCE AVE CACTUS AVE 1,302 38 49,476 35 8 8 BOHNERT AVE CEDAR AVE AYALA DR 1,284 38 48,792 60
14 18 EASTON ST BRAMPTON AVE 125' E/ BRAMPTON AVE340 40 13,600 45 14 17 EASTON ST PVMT CHNGE 160' W/ ARROWHEAD AVEBRAMPTON AVE 660 40 26,400 47 15 16 ETIWANDA AVE LILAC AVE WILLOW AVE 1,270 36 45,720 42 15 6 ETIWANDA AVE MAPLE AVE LINDEN AVE 1,284 36 46,224 57 15 12 ETIWANDA AVE SYCAMORE AVE ACACIA AVE 1,304 36 46,944 59 15 14 ETIWANDA AVE CACTUS AVE LILAC AVE 1,270 36 45,720 61 15 8 ETIWANDA AVE LINDEN AVE CEDAR AVE 1,266 36 45,576 62 15 10 ETIWANDA AVE ACACIA AVE EUCALYPTUS AVE 1,300 36 46,800 62 16 15 EUCALYPTUS AVERIALTO AVE MERRILL AVE 2,575 36 92,700 22 16 10 EUCALYPTUS AVEETIWANDA AVE FOOTHILL BLVD 2,590 36 93,240 45 16 13 EUCALYPTUS AVEWALNUT AVE BASELINE RD 2,617 36 94,212 49 16 11 EUCALYPTUS AVEMERRILL AVE CITY LIMIT 632 42 26,544 50 20 20 LILAC AVE CHAPARRAL ST HEATHER ST 1,210 38 46,730 31 20 11 LILAC AVE VALLEY BLVD SOUTH END 562 38 21,356 32
20 16 LILAC AVE SANTA ANA AVE MAYWOOD ST 2,225 38 84,550 45 20 12 LILAC AVE SLOVER AVE SANTA ANA AVE 2,584 38 98,192 46 20 5 LILAC AVE HEATHER ST WALNUT AVE 265 40 10,600 48
20 19 LILAC AVE TAHOE ST CHAPARRAL ST 880 40 33,945 53
20 13 LILAC AVE FOOTHILL BLVD RIALTO AVE 2,549 38 96,862 62 25 1 MERIDIAN AVE BASELINE RD SOUTH CITY LIMIT 1,955 42 82,110 36 29 25 RANDALL AVE RIVERSIDE AVE SYCAMORE AVE 1,270 60 76,200 62 33 8 SANTA ANA AVERIVERSIDE AVE EAST END 2,615 60 156,900 17 37 5 SUMMIT AVE MAPLE AVE LINDEN AVE 1,291 26 33,566 40 37 4 SUMMIT AVE LINDEN AVE APPLE AVE 1,757 36 63,252 56 35 7 SYCAMORE AVEROSEWOOD ST FOOTHILL BLVD 1,146 36 41,256 39 35 6 SYCAMORE AVEETIWANDA AVE ROSEWOOD ST 1,466 36 52,776 42 35 11 SYCAMORE AVEWILSON ST MERRILL AVE 1,080 36 38,880 63 3,505,955
Major Arterials
Secondary Arterials
Total Area:
123
1 6
Overview of Exhibit Maps
5 3
4 2
2021/2022 Arterials and Collectors Reconstruc�on Project City Project No. 210804 - Selected Project Streets
Prepared By:
Prepared For:
Date Prepared:
11.19.21 Prepared By:
Prepared For:
Date Prepared:
11.24.21 Lilac Ave
Spruce Ave
Linden Ave
Linden Ave
Maple Ave
Maple Ave
Locust Ave
Alder Ave
Spruce Ave
Lilac AVe
Sycamore Ave
Acacia Ave
Eucalyptus Ave
Willow Ave
Etiwanda Ave
Randall Ave
Santa Ana Ave
Bohnert Ave
Summit Ave
Walnut Ave
Easton St
Casmalia St
10 210
City of Rialto Arterial and Collector Streets
124
CITY OF FONTANA
COMMUNITY OF
BLOOMINGTON
1 10
2021/2022 Arterials and Collectors Reconstruc�on Project City Project No. 210804 - Selected Project Streets Map 1 of 6 Prepared By:
Prepared For:
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Date Prepared:
11.24.21 PCI 56-70: Pulverize & Pave
or Mill and Overlay
PCI 41-55: Pulverize & Pave
PCI 0-40: Pulverize & Pave
City of Fontana
Community of Bloomington
Legend PCI Rating Street Markings
Note: The color of the markings below will
vary based on the PCI of each street or
intersection.
Adjacent Jurisdictions
Street Fully Within City Limits
Street In Shared Jurisdiction
Street Intersection
Lilac Ave
Lilac Ave
Cedar Ave
Cedar Ave
Maple Ave
Linden Ave
Rialto Ave
Rialto Ave
Rialto Ave
Merrill Ave
Randall Ave
Valley Blvd
Foothill Blvd
Foothill Blvd
125
CITY OF SAN
BERNARDINO
CITY OF COL TON
2 10
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11.24.21 Legend
City of Colton
City of San Bernardino
Street Markings
Note: The color of the markings below will
vary based on the PCI of each street or
intersection.
Adjacent Jurisdictions
PCI 56-70: Pulverize & Pave
or Mill and Overlay
PCI 41-55: Pulverize & Pave
PCI 0-40: Pulverize & Pave
PCI Rating
Street Fully Within City Limits
Street In Shared Jurisdiction
Street Intersection
Randall Ave
Wilson St
Merrill Ave
Rialto
Ave
Riverside Ave
Sycamore Ave
Acacia Ave
Eucalyptus Ave
126
CITY OF FONTANA
3 210
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11.24.21 Legend
City of Fontana
San Bernardino County
Street Markings
Note: The color of the markings below will
vary based on the PCI of each street or
intersection.
Adjacent Jurisdictions
PCI 56-70: Pulverize & Pave
or Mill and Overlay
PCI 41-55: Pulverize & Pave
PCI 0-40: Pulverize & Pave
PCI Rating
Street Fully Within City Limits
Street In Shared Jurisdiction
Street Intersection
Etiwanda Ave
Etiwanda Ave
Foothill Blvd
Baseline Rd
Walnut
Ave
Heather
St
Easton St
Chaparral St
Tahoe St
Maple Ave
Cedar Ave
Linden Ave
Cactus Ave
Cactus Ave
Lilac Ave
Lilac Ave
Arrowhead Ave
Brampton Ave
127
CITY OF SAN
BERNARDINO
SAN BERNARDINO
COUNTY
4 210
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11.24.21 Legend
City of San Bernardino
San Bernardino County
Street Markings
Note: The color of the markings below will
vary based on the PCI of each street or
intersection.
Adjacent Jurisdictions
PCI 56-70: Pulverize & Pave
or Mill and Overlay
PCI 41-55: Pulverize & Pave
PCI 0-40: Pulverize & Pave
PCI Rating
Street Fully Within City Limits
Street In Shared Jurisdiction
Street Intersection
Baseline
Rd
Etiwanda Ave
Etiwanda Ave
Foothill Blvd
Foothill Blvd
Rosewood St
Walnut
Ave
Lilac Ave
Willow Ave
Acacia Ave
Sycamore Ave
Eucalyptus Ave
Eucalyptus Ave
Meridian Ave
128
5 2021/2022 Arterials and Collectors Reconstruc�on Project City Project No. 210804 - Selected Project Streets Map 5 of 6 Prepared By:
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11.24.21 Legend
Street Fully Within City Limits
Street In Shared Jurisdiction
Street (Rehab East Half Only)
Street Intersection
San Bernardino County
Street Markings
Note: The color of the markings below will
vary based on the PCI of each street or
intersection.
Adjacent Jurisdictions
PCI 56-70: Pulverize & Pave
or Mill and Overlay
PCI 41-55: Pulverize & Pave
PCI 0-40: Pulverize & Pave
PCI Rating
Summit Ave
Casa Grande Dr
Tudor St
Lowell St
Buena Vista Dr
West Coast
Blvd
Persimmon
Ave
Riverside Ave
Riverside Ave
Casmalia St
Casmalia St
Vineyard Ave
Stonehurst Dr
Bohnert Ave
Norwood St
Maple Ave
Alder Ave
Linden Ave
Linden Ave
Cedar Ave
Apple Ave
Ayala Dr
Spruce Ave
Cactus Ave
Locust Ave
Locust Ave
129
CITY OF COL TON
6 10
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11.24.21 Legend
Community of Bloomington
City of Colton
Street Markings
Note: The color of the markings below will
vary based on the PCI of each street or
intersection.
Adjacent Jurisdictions
PCI 56-70: Pulverize & Pave
or Mill and Overlay
PCI 41-55: Pulverize & Pave
PCI 0-40: Pulverize & Pave
PCI Rating
Street Fully Within City Limits
Street In Shared Jurisdiction
Street Intersection
Riverside Ave
Santa Ana Ave
Slover Ave
Maywood Ave
Lilac Ave
Willow Ave
130
City of Rialto PAVEMENT MANAGEMENT PROGRAM UPDATE1
131
Pavement Management ProgramThe City first used a Pavement Management Program(PMP) in 2007.The PMP provides an objective method for inspecting andrating the condition of the City’s roadways based on aPavement Condition Index (PCI) score.The PMP was updated in 2013, and a presentation wasgiven to City Council on Nov. 26, 2013, with policydirection to focus street repairs on streets with highervolumes of traffic (Arterials).2 132
Pavement Management ProgramBased on that policy direction, between 2013 to 2018 theCity completed street maintenance projects on 13 milesof streets and slurry sealed 99 miles of streets.The PMP was last updated in 2019 with report completedin January 2020.The PMP Update is now being presented to the CityCouncil.3 133
Rialto Street Network: 2019 PMP UpdateThe PMP evaluated the pavement condition by identifying arepresentative “PCI” Score for each separate street segment280.1 miles of streets1,888 individually designated street segments58,527,366 square feet of roadway pavementAlleys = 8.4 milesLocal Residential Streets = 161.9 milesArterial/Collector Streets = 109.8 miles4 134
PCI Score Determined by Asphalt Distress
5 135
PCI Score Determined by Asphalt Distress
6 136
PCI Score Determined by Asphalt Distress
7 137
PCI Score Range
8 138
Rialto Street System PCI Scores
9 Overall PCI Score = 73.9 or Fair/GoodPCI Score increased from 67.3 in 2013 139
PCI Distribution: Arterial/Collector Streets
1059% are in Good/Very Good condition41% remain in Very Poor/Poor/Fair condition 140
PCI Distribution: Local Residential Streets
1158% are in Good/Very Good condition42% remain in Very Poor/Poor/Fair condition 141
PCI Distribution: Alley Streets
1220% are in Good/Very Good condition80% remain in Very Poor/Poor/Fair condition 142
Pavement Life Cycle
13 15 Years
143
Rialto Street System – Slurry Seal Zone Map
14 144
Previously Approved Street List
15 City developed annual slurry seal projects using PMP toidentify streets in each ZoneSlurry seal projects were scheduled in Zones 1, 2 and 3with some streets having a poor pavement condition notsuitable for slurry sealStaff developed list of streets for reconstruction or overlaythat were deferred from the slurry seal projects based ontheir poor pavement condition 145
Map of Previously Approved Streets16
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Previously Approved Street List
17 Staff proceeded on project to reconstruct the previouslyapproved list of streetsList did not consider the Council’s priority of selectingstreets based on traffic volumes (street classification) ANDpavement conditionList included streets with better pavement condition thanothers, and all streets located north of Foothill Blvd.City Manager requested re-evaluation of selected streets 147
Revised Street List based on Street Classification
18 148
Revised Street List based on Street Classification
19 Rialto Street System is a Grid NetworkMajor Arterials (ADT = 10k to 40k)Secondary Arterials (ADT = 4k to 15k)Collector Streets (ADT = 2k to 5k)Local Residential Streets (ADT = <2k) 149
Major Arterial Street PCI Scores
20 150
Major Arterial Streets
21 Riverside Avenue (Segment 6) has worst condition (PCI =51); plans prepared and are being revised for rebid toaddress traffic impacts during constructionPepper Avenue (PCI = 60) will be reconstructed by City ofSan Bernardino with Cooperative Agreement with RialtoCedar Avenue (PCI = 63), recommend including 3segments in the Revised List of Streets with PCI = 48, 52and 55 151
Major Arterial Streets
22 Riverside Avenue (Segment 2) (PCI = 70); contractawarded and work scheduled to start January 2022; workwill require utility coordination with shallow water linesRiverside Avenue (Segment 4) (PCI = 73) has been addedat City Council direction; plans to be prepared for biddingin March 2022; work may require utility coordination withold/shallow water linesCedar Avenue (PCI = 63), recommend including 3segments in the Revised List of Streets with PCI = 48, 52and 55 152
Selected Major Arterial Streets
23 Evaluating specific roadway segments with low PCI Scores,recommendation to include the following Arterial Streetsin the 2021/2022 Street Reconstruction Project:Cactus Avenue: City Limit to Walnut Avenue; PCI = 54Cedar Avenue: Etiwanda Avenue to Rialto Avenue; PCI =52 to 55Cedar Avenue: Merrill Avenue to Randall Avenue; PCI = 48Rialto Avenue: Maple Avenue to Linden Avenue; PCI = 59 153
Secondary Arterial Street PCI Scores
24 154
Selected Secondary Arterial Streets
25 Evaluating specific roadway segments with low PCI Scores,recommendation to include the following SecondaryArterial Streets in the 2021/2022 Street ReconstructionProject:Casa Grande Dr: Alder Ave to Locust Ave; PCI = 55Linden Ave: Riverside Ave to Persimmon Ave; PCI = 53Linden Ave: Norwood St to Casmalia St; PCI = 56Locust Ave: Riverside Ave to Casmalia St; PCI = 18 – 61 155
Selected Secondary Arterial Streets
26 Maple Ave: West Coast Blvd to Summit Ave; PCI = 60Maple Ave (East ½): Baseline Rd to Etiwanda Ave; PCI = 40West ½ in Fontana, recommend east ½ only or can coordinatewith Fontana on joint projectMerrill Ave: Riverside Ave to Eucalyptus Ave; PCI = 45 – 59Santa Ana Ave: Lilac Ave to Riverside Ave; PCI = 8 – 14 156
Collector Street PCI Scores
27 157
Selected Collector Streets
28 Evaluating specific roadway segments with low PCI Scores,recommendation to include the following CollectorStreets in the 2021/2022 Street Reconstruction Project:Acacia Ave: Rialto Ave to Merrill Ave; PCI = 55Bohnert Ave: Ayala Dr to Cactus Ave; PCI = 28 – 35Bohnert Ave: Cedar Ave to Ayala Dr; PCI = 60Easton St: West of Brampton to City Limit; PCI = 45-47Etiwanda Ave: Maple Ave to Cedar Ave; PCI = 57 – 62 158
Selected Collector Streets
29 Etiwanda Ave: Cactus Ave to Willow Ave; PCI = 42 – 61Etiwanda Ave: Sycamore Ave to Eucalyptus Ave; PCI = 59-62Eucalyptus Ave: Walnut Ave to Baseline Rd; PCI = 49Eucalyptus Ave: Rialto Ave to Carter St; PCI = 22 – 50*Eucalyptus Ave: Etiwanda Ave to Foothill Blvd; PCI = 45**Note these segments are shared with City of San Bernardino,recommend joint project with City as lead 159
Selected Collector Streets
30 Lilac Ave: Easton St to Walnut Ave; PCI = 31 – 48**Note this segment is shared with San Bernardino County,recommend joint project with City as lead• Lilac Ave: Foothill Blvd to Rialto Ave; PCI = 62• Meridian Ave: Baseline Rd to Madrona Rd; PCI = 36• Randall Ave: Riverside Ave to Sycamore Ave; PCI = 62• Santa Ana Ave: Riverside Ave to East End; PCI = 17 160
Selected Collector Streets
31 Summit Ave: Maple Ave to Cedar Ave; PCI = 40 – 56Sycamore Ave: Etiwanda Ave to Foothill Blvd; PCI = 39 – 42Sycamore Ave; Wilson St to Randall Ave; PCI = 63 161
Revised List of Streets
32 Major Arterial, Secondary Arterial and Collector Streets52 individual street segments throughout RialtoPCI scores 8 to 6315.2 miles3,500,000 square feet of pavementEstimated cost = $20,125,000 162
Street Repair Costs
33 163
Full Depth Reclamation Process
34 Sustainable: Reuses existing asphalt concrete pavementPulverizes asphalt, processes with existing base materialand subgradeAllows for reconstruction of roadway using existingmaterialsEstablishes reconstructed subgrade for improvedstructural sectionFinished with new asphalt concrete pavement 164
Full Depth Reclamation Process
35 165
Funding Sources
36 Annual Sources of Revenue:Measure I Sales Tax: $1.9 millionGas Tax: $1.8 million*SB 1 New Gas Tax: $2.1 millionPavement Maintenance Fee: $2.4 million$8.2 million*Revenue is $2.8 million with $1 million transferred to General Fund forStreet/Traffic Maintenance Division personnel costs 166
Available Funding
37 Measure I Sales Tax: $6.6 millionGas Tax: $3.6 millionSB 1 New Gas Tax: $5.8 millionPavement Maintenance Fee: $7.7 millionARPA Funds: $10 millionFY 21/22 Appropriation $10 million$43.7 million 167
Committed Funding
38 Riverside Ave. (Segment 6): $8.3 millionRiverside Ave. (Segment 2): $7.7 millionRiverside Ave. (Segment 4): $6 millionPepper Ave. Joint Project: $3.6 million$25.6 million$18.1 million available for this project. Cost estimate is$17.5 million @ $5 / SF; anticipate competitive bids. 168
Recommendations
39 Review and Approve the Revised List of City StreetsScheduled for Overlay and Reconstruction;Authorize Staff to Coordinate with Adjacent Jurisdictionson Cooperative Agreements for Reconstruction ofEucalyptus Avenue and Lilac Avenue;Adopt the Resolution Amending the List of ProjectsFunded by SB-1: the Road Repair and Accountability Actof 2017; andAuthorize the Release of Request for Bids for the FiscalYear 2021-2022 Street Rehabilitation Project, City ProjectNo. 210804 169
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RESOLUTION NO._____
A RESOLUTION OF THE CIT Y COUNCIL OF THE CITY OF
RIALTO, CALIFORNIA, AMENDING THE LIST OF PROJECTS
FUNDED BY SB-1: THE ROAD REPAIR AND ACCOUNTABILIITY
ACT OF 2017.
WHEREAS, Senate Bill 1 (SB 1), the Road Repair and Accountability Act of 2017 (Chapter 5, Statutes of 2017) was passed by the Legislature and Signed into law by the Governor in April 2017 to address the significant multi -modal transportation funding shortfalls statewide; and
WHEREAS, SB 1 includes accountability and transparency provisions that will ensure the residents of our City are aware of the projects proposed for funding in our community and which projects have been completed each fiscal year; and WHEREAS, the City of Rialto must adopt by resolution a list of projects proposed to receive fiscal year funding from the Road Maintenance and Rehabilitation Account (RMRA), created by SB 1, which 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; and
WHEREAS, on April 11, 2018, the City Council of the City of Rialto adopted Resolution no. 7318 identifying certain streets for street maintenance; and WHEREAS, on April 23, 2019, the City Council of the City of Rialto adopted Resolution no. 7499 identifying certain streets for street maintenance; and WHEREAS, on April 29, 2020, the City Council of the City of Rialto adopted Resolution no. 7605 identifying certain streets for street maintenance; and WHEREAS, on June 8, 2021, the City Council of the City of Rialto adopted Resolution no. 7731 identifying certain streets for street maintenance; and WHEREAS, the City used a Pavement Management Syste m to develop the SB 1 project list to ensure revenues are being used on the most high -priority and cost -effective projects that also meet the community’s priorities for transportation investment; and 170
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WHEREAS, the City has evaluated additional streets through its Pavement Management System to be selected for reconstruction and funded, in part, with RMRA funding through SB 1.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RIALTO DOES HEREBY FIND, DETERMINE, AND RESOLVE AS FOLLOWS:
Section 1: The foregoing recitals are true and correct.
Section 2: The City of Rialto hereby supplements and adds to the list of previously proposed projects with the list attached hereto as Exhibit A will be funded in part or solely with Fiscal Year 2018/2019 through 2021/2022 Road Maintenance and Rehabilitation Account revenues.
WHEREFORE, this Resolution is passed, approved and adopted th is ___ day of ____, 2021.
DEBORAH ROBERTSON, Mayor
ATTEST:
BARBARA A. McGEE, City Clerk
APPROVED AS TO FORM:
ERIC S. VAIL, City Attorney
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STATE OF CALIFORNIA )
COUNTY OF SAN BERNARDINO ) ss
CITY OF RIALTO )
I, Barbara A. McGee, City Clerk of the City of Rialto, do hereby certify that the foregoing Resolution No._____ was duly passed and adopted at a regular meeting of the City Council of the City of Rialto held on the ___ day of ____, 2021.
Upon motion of Councilmember ____________, seconded by Councilmember _______________, the foregoing Resolution No. _______ was duly passed and adopted.
Vote on the motion:
AYES:
NOES:
ABSENT:
IN WITNESS WHEREOF, I have hereunto set my hand and the Official Seal of the City of Rialto this _____ day of _________________, 2021.
BARBARA A. MCGEE, CITY CLERK
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EXHIBIT A
173