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55B - RESO - M2 PAVEMENT
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55B - RESO - M2 PAVEMENT
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Last modified
6/20/2018 12:25:12 PM
Creation date
6/14/2018 8:19:37 PM
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City Clerk
Doc Type
Agenda Packet
Agency
Public Works
Item #
55B
Date
6/19/2018
Destruction Year
2023
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4.0 MAINTENANCE AND REHABILITATION STRATEGIES <br />With 422.8 centerline miles and 4,300 street sections, the City develops a comprehensive, fully - <br />integrated PMP utilizing the inventory data along with the inspection information, M&R options <br />and their associated costs, and predictions about future pavement condition from StreetSaver to <br />determine optimal time for maintenance and rehabilitation needs. Due to limited available fiscal <br />resources, the City needs to perform cost-effective M&R strategies to maintain the pavement <br />networks. Additionally, pavement preservation, which is an important aspect of the PMP <br />considering the limited funding, will be included in the overall decision-making process. <br />4.1 TREATMENT TYPES AND ASSOCIATED COSTS <br />The pavement preservation and M&R considerations utilized by the City are categorized into <br />localized, global and major M&R. Localized M&R can be applied as a stop -gap measure or a <br />preventive measure, including routine maintenance such as crack -filling and pothole repairs. <br />Global M&R, which is cost effective when applied as a preventive measure, are methods <br />applied to the entire pavement sections to slow the rate of deterioration and improve current <br />PCI, including applying slurry seal to the existing pavement surface. Major M&R, which is often <br />economically applicable to deteriorated pavements, pavements deteriorating at a rapid rate, and <br />pavements subjected to a change in traffic loading, refer to methods correcting or improving <br />structural and functional requirements, including cold -milling and overlay, cold -in-place <br />recycling, cement treated base, and/or full depth reconstruction. The City currently utilizes the <br />following M&R treatment methods: <br />• Crack Seal — Crack Seal is applicable for newer pavements with cracks beginning to <br />form. Since water is the most destructive element to a roadway pavement, this <br />treatment utilizes asphalt materials bonding to the crack walls to restrict water <br />penetration into the underlying base and sub -base layers to reduce further pavement <br />deterioration. This preventive M&R treatment, which will extend the pavement life by <br />three to five years, saves money by delaying the expense of major reconstructive <br />pavement work. <br />• Slurry Seal — Slurry Seal, which applies to pavement with minimal surface distress, <br />such as minor cracks, provides a new wearing surface to extend the pavement life. This <br />treatment is a mix blend of high quality crushed aggregates (sand -like), asphalt <br />emulsion, water and mineral fillers, spreading over the entire pavement surface. The <br />layer of slurry seal (ranging from 1/8" to 3/8" thick) prevents further oxidization and water <br />from further deteriorating the asphalt concrete surface and subgrade, corrects raveling, <br />and improves skid resistance. <br />• Thin Overlay — Thin Overlay is a maintenance overlay applicable to pavement with <br />moderate cracking where preventive M&R is no longer effective. This treatment involves <br />partially milling or grinding the edge of shoulder (typically 6 feet), sealing the cracks to <br />retard reflective cracking, and placing a thin layer of hot -mixed asphalt concrete (up to <br />two inches for streets in both arterial and local networks) over the existing pavement <br />City of Santa Ana 2018 Pavement Management Program 4-1 <br />55B-26 <br />
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