Abstract
Dynamic test deflections have been duplicated by elastic theory using the Chevron N-layered computer program. Dynamic surface deflections obtained using the Road Rater have been used in conjunction with elastic theory to analyze pavement behavior. A procedure has been developed to use field measured Road Rater deflections to estimate the elastic moduli of the foundation material and to determine the equivalent thicknesses of new material which approximate the behavior of the structure. The estimated moduli and (or) equivalent thicknesses may be used as inputs to design overlay thicknesses. An analysis of the deflections of the first three sensors of the Road Rater also makes it possible to distinguish weaknesses in asphaltic concrete layers from weaknesses in the supporting foundation.
Report Date
8-1-1978
Report Number
No. 501
Digital Object Identifier
http://dx.doi.org/10.13023/KTC.RR.1978.501
Repository Citation
Sharpe, Gary W.; Southgate, Herbert F.; and Deen, Robert C., "Pavement Evaluation Using Road Rater Deflections" (1978). Kentucky Transportation Center Research Report. 1475.
https://uknowledge.uky.edu/ktc_researchreports/1475
