![]() ![]() The predicted present serviceability index (PSI) and rutting were compared with the actual measurement values. With traffic and pavement structural information collected from PMS, the performance of selected highway pavement sections was analyzed with MEPDG Version 1.100 software. ![]() This paper validated the MEPDG models using the performance of typical pavements in the state of Tennessee from pavement management system (PMS). To implement the Mechanistic-Empirical Pavement Design Guide (MEPDG) developed by AASHTO for pavement construction and rehabilitation, it is necessary to evaluate its performance prediction models using actual pavement performance data, material properties, traffic information, and environmental factors. ![]()
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