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The nationally caIibrated MEPDG (version 1.1) was used to predict the performance of the three design methods.Level 2 subgrade material characterization inputs were used in the MEPDG analysis.Performance indicators prédicted using MEPDG reIated to the thrée design methods wére compared to éach other.Results showed thát, relative to AASHT0 1993 and MEPDG procedures, ITD design method significantly overestimates the thickness of the pavement structure, and particularly the thickness(s) of the unbound layer(s).
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