Abstract
Proper structural design of highway pavements requires an evaluation of the destructive effects of the anticipated vehicular loading. The concept of load equivalency provides a means for expressing these destructive effects in terms of a single measure, the equivalent axleloads (EAL's). The design EAL's represents the equivalent number of applications of a standard or base axleload anticipated during the design life.
Report Date
8-1968
Report Number
No. 263
Digital Object Identifier
http://dx.doi.org/10.13023/KTC.RR.1968.263
Repository Citation
Deacon, John A. and Deen, Robert C., "Equivalent Axleloads for Pavement Design" (1968). Kentucky Transportation Center Research Report. 1021.
https://uknowledge.uky.edu/ktc_researchreports/1021
