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4.0 Maintenance And Rehabilitation Strategies <br />It is imperative for the City to receive the proper amount and type of funding to perform the M&R <br />strategies as a plan to preserve the roadway pavement system in good condition. The plan is to <br />apply a slurry seal coat to new or recently rehabilitated streets at regular intervals, usually seven <br />to ten years. After a couple slurry seal coats, maintenance (thin) overlay or structural overlay <br />shall be utilized to address structural issues. Every street will fail eventually or reach a point <br />where it is more cost-effective to reconstruct than to repair. The roadway functional classification <br />(refer to Section 3.0 Pavement Network) and the original design life of a particular street section <br />will determine the intervals and treatment types. Additionally, streets with higher speeds, traffic <br />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 entire <br />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 the <br />arterial and local networks is shown in Table 4-1 and Table 4-2, respectively. These unit costs <br />per SF include the soft costs of design, inspection, and construction engineering and are compiled <br />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 tool <br />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 how <br />pavement generally deteriorates and the relative M&R cost (refer to Table 4-1 and Table 4-2) at <br />various times throughout the pavement life, the critical PCI is established at 60. The critical PCI <br />is defined as the PCI value after which the pavement section is expected to deteriorate rapidly <br />with age, or the rate of PCI loss increases significantly with time, and the unit cost of repair greatly <br />increases; therefore, the threshold for M&R decisions are considered at the critical PCI value <br />since the cost of maintaining the pavement above the critical PCI value before the deterioration <br />occurs is much less compared to maintaining pavements after substantial deterioration has <br />occurred. Planned M&R strategies, essentially preventing pavements from reaching deteriorated <br />conditions, helps the City stretch and maximize the use of City budgets and prolong the life of the <br />pavements. StreetSaver utilizes the inventory database combined with the inspection <br />information, M&R options along with their associated costs, and the deterioration curves <br />predicting future pavement condition to calculate the chosen budget activity to reflect the best <br />pavement management practices and costs. <br />The City's PMP goal is to maintain a pavement system network with an optimal PCI of 75 ("Good" <br />Condition) or better. The City's pavement system currently has 68 percent of the pavement <br />sections in "Good" or "Very Good" condition (refer to Section 3.0 Pavement Network). The PMP <br />will recommend priority list of maintenance treatments annually to bring all City streets to at least <br />"Good" condition. The preventive M&R treatments, which are inexpensive treatments to extend <br />pavement life cycle, have minimal costs since they are applied prior to pavement deterioration to <br />"Poor" and "Very Poor" conditions. <br />City of Santa Ana 2024 Pavement Management Program 4-4 <br />