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.
Digital Object Identifier
Havens, James H. and Sharpe, Gary W., "Crushed Rock Bases" (1983). Kentucky Transportation Center Research Report. 966.