Thickness Design Curves for Asphaltic Concrete on a 4-inch Layer of Dense-Graded Aggregate, or on 6, 9, or 12 Inches of Stabilized Soil, or for Maximum Utilization of Dense-Graded Aggregate

Authors

Herbert F. Southgate, University of Kentucky

Report Date

5-1986

Report Number

UKTRP-86-14

Digital Object Identifier

http://dx.doi.org/10.13023/KTC.RR.1986.14

Notes

The contents of this report reflect the views of the author who is responsible for the facts and accuracy of the data presented herein. The contents do not necessarily reflect the official views or policies of the University of Kentucky and of the Kentucky Transportation Cabinet. This report does not constitute a standard, specification, or regulation.

Repository Citation

Southgate, Herbert F., "Thickness Design Curves for Asphaltic Concrete on a 4-inch Layer of Dense-Graded Aggregate, or on 6, 9, or 12 Inches of Stabilized Soil, or for Maximum Utilization of Dense-Graded Aggregate" (1986). Kentucky Transportation Center Research Report. 603.
https://uknowledge.uky.edu/ktc_researchreports/603