Development and Implementation of Overlay Design Procedure, Interim Report No. 2: Asphalt Concrete Stiffness Temperature Relationships and Pavement Distress Modeling

This study consists of two parts. The first part discusses the asphalt concrete stiffness-temperature relationship for Class B mix in Washington State. Two relationships have been suggested. The first one is a composite curve for the stiffness-temperature relationship and the other is a correction factor for the stiffness at any temperature.

The second part of the report is a state-of-the-art review for the fatigue mode of distress for asphalt concrete pavement.


Publication Date: 
Thursday, February 28, 1985
Publication Number: 
WA-RD 065.3
Last modified: 
11/14/2017 - 16:28
A.A. Bubushait, D.E. Newcomb, J.P. Mahoney.
Washington State Transportation Center (TRAC)
Number of Pages: 
Asphalt concrete, Bituminous overlays, Cracking, Failure, Fatigue (Mechanics), Materials at high or low temperatures, Modulus of elasticity, Modulus of resilience, Nomographs, Pavement design, Pavement distress, State of the art, Stiffness, Temperature.