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This document discusses using falling weight deflectometer (FWD) data to determine the effective structural number (SNeff) of full-depth asphalt pavements for structural condition assessment. The study aims to evaluate the accuracy of the AASHTO 1993 method for estimating SNeff of these pavements and develop an enhanced prediction model if needed. Over 1,350 field FWD tests and 3,900 model-based FWD tests on full-depth asphalt pavements were analyzed. The results were used to assess the AASHTO 1993 method a

Author

VINEESHA CHUNDI

Language

EN