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- W828952502 abstract "In this study an attempt was made to evaluate and select an optimal Maintenance and Rehabilitation (M&R) strategy for a designed flexible pavement by integrating Life Cycle Cost Analysis (LCCA) and Mechanistic-Empirical (M-E) design procedures. A 11.27-Km long section of 4-lane Highway 53, in Lake County, California is considered for this project level study. A flexible pavement structure was designed for a 20-year service life using the California M-E design program, CalME, and the incremental-recursive damage analysis method. Three M&R strategies namely, Extended Pavement Preservation (EPP), Preservation-Preservation-Rehabilitation (PPR) and Rehabilitation only (R) available in the CalME program were evaluated. Each M&R strategy requires application of such strategy as certain levels of distresses (rutting and cracking) are reached. The California-customized RealCost LCCA program was also employed to compare the various M&R strategies using the Equivalent Uniform Annual Cost (EUAC). LCCA demonstrated that EPP was the best economical alternative to maintain the pavement in a good usable condition for as long as 80 years of service. The methodology employed in this paper also demonstrated that extended life pavement may be achieved from a 20-year design by selecting the optimal preservation techniques and optimizing their time of application." @default.
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- W828952502 date "2011-01-01" @default.
- W828952502 modified "2023-09-26" @default.
- W828952502 title "Application of Mechanistic-Empirical and Life-Cycle Cost Analyses for Optimizing Flexible Pavement Maintenance and Rehabilitation" @default.
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