Abstract
Prepared in cooperation with the US Department of Transportation, Federal Highway Administration.
Gradations containing high, medium, and low percentages of fines were evaluated by laboratory tests and by behavioral responses in situ. Significant differences in strength parameters were not found. Differences in densities were not significant.
Report Date
8-1-1983
Report Number
UKTRP-83-15
Digital Object Identifier
http://dx.doi.org/10.13023/KTC.RR.1983.15
Repository Citation
Havens, James H. and Sharpe, Gary W., "Crushed Rock Bases" (1983). Kentucky Transportation Center Research Report. 966.
https://uknowledge.uky.edu/ktc_researchreports/966
Notes
The contents of this report do not necessarily reflect the official views or policies of the University of Kentucky, or of the Federal Highway Administraton, or of the Kentucky Transportation Cabinent. This report does not constitute a standard, specification, or regulation.