Mechanistic-Based Overlay Design Procedure for Washington State Flexible Pavements

The reported study was used to develop an overlay design procedure for Washington state's flexible pavements based on mechanistic pavement analysis. This design procedure incorporates nondestructive testing (NDT) to estimate layer resilient moduli, seasonal moduli adjustments and failure criteria of asphalt concrete fatigue cracking and subgrade rutting. All necessary computations can be done with two primary microcomputer oriented software packages: EVERCALC to estimate layer moduli from NDT data and EVERPAVE to estimate the needed overlay thicknesses.

Publication Date: 
Tuesday, January 24, 1989
Publication Number: 
WA-RD 170.1
Last modified: 
12/11/2017 - 13:29
Joe P. Mahoney, Sang W. Lee, Newton C. Jackson, David E. Newcomb.
Washington State Transportation Center (TRAC)
Number of Pages: 
Asphalt concrete, Design methods, Failure, Flexible pavements, Fracture mechanics, Layer coefficient (Pavements), Microcomputers, Modulus, Modulus of resilience, Nondestructive tests, Overlays (Pavements), Ruts (Pavements), Seasons, Software, Subgrade (Pavements), Thickness.