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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 />where it is more cost-effective to reconstruct than to repair. The roadway functional <br />classification (refer to Section 3.0 Pavement Network) and the original design life of a particular <br />street section will determine the intervals and treatment types. Additionally, streets with higher <br />speeds, traffic volumes, and/or loads, will demand a larger pavement section. <br />To account for the differences in pavement section across the spectrum of streets within the <br />entire pavement network, the streets are grouped into M&R families according to their functional <br />classification and/or surface type and a cost by condition is applied. The cost by condition for <br />the arterial and local networks is shown in Table 4-1 and Table 4-2, respectively. These unit <br />costs per SF include the soft costs of design, inspection, and construction engineering and are <br />compiled utilizing current projects as a basis for costs. <br />As the pavement ages, the PMP is designed to predict the roadway pavement's PCI based on <br />the deterioration curves (refer to Section 2.0 Methodology). Additionally, the PMP, which is a <br />tool to assist the City in making decisions when planning pavement M&R, involves scheduling <br />pavement maintenance and rehabilitation before pavements deteriorate to a condition where <br />reconstruction is the only solution. Based on Figure 2-1 in Section 2.0 Methodology showing <br />how pavement generally deteriorates and the relative M&R cost (refer to Table 4-1 and Table <br />4-2) at various times throughout the pavement life, the critical PCI is established at 60. The <br />critical PCI is defined as the PCI value after which the pavement section is expected to <br />deteriorate rapidly with age, or the rate of PCI loss increases significantly with time, and the unit <br />cost of repair greatly increases; therefore, the threshold for M&R decisions are considered at <br />the critical PCI value since the cost of maintaining the pavement above the critical PCI value <br />before the deterioration occurs is much less compared to maintaining pavements after <br />substantial deterioration has occurred. Planned M&R strategies, essentially preventing <br />pavements from reaching deteriorated conditions, helps the City stretch and maximize the use <br />of City budgets and prolong the life of the pavements. StreetSaver utilizes the inventory <br />database combined with the inspection information, M&R options along with their associated <br />costs, and the deterioration curves predicting future pavement condition to calculate the chosen <br />budget activity to reflect the best pavement management practices and costs. <br />The City's PMP goal is to maintain a pavement system network with an optimal PCI of 75 <br />("Good" Condition) or better. The City's pavement system currently has 65.9 percent of the <br />pavement sections in "Good" or "Very Good" condition (refer to Section 3.0 Pavement Network). <br />The PMP will recommend priority list of maintenance treatments annually to bring all City streets <br />to at least "Good" condition. The preventive M&R treatments, which are inexpensive treatments <br />to extend pavement life cycle, have minimal costs since they are applied prior to pavement <br />deterioration to "Poor' and "Very Poor" conditions. <br />City of Santa Ana 2015 Pavement Management Program 4-4 <br />55B-29 <br />
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