Abstract

Considerable attention has been devoted to the design and use of full-depth asphaltic concrete pavements. An experimental full-depth pavement was constructed on the Cannonsburg-Ashland Road (US 60), and the mechanical response of each asphaltic concrete layer to static and dynamic loading has been tested during construction.

This report is a documentation of section designs and construction procedures and summarily presents construction test results to be used in future analyses.

Report Date

9-1972

Report Number

No. 340

Digital Object Identifier

http://dx.doi.org/10.13023/KTC.RR.1972.340

Notes

The contents of this report reflect the views of the authors who are responsible for the facts and the accuracy of the data presented herein. The contents do not necessarily reflect the official views or policies of the Kentucky Department of Highways and Federal Highway Administration. This report does not constitute a standard, specification, or regulation.

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