CRUSHED ROCK BASES

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. (FHWA)

• Record URL:
  • https://doi.org/10.13023/KTC.RR.1983.15
• Corporate Authors:

  University of Kentucky, Lexington

  College of Engineering, 176 Raymond Building
  Lexington, KY  United States  40506

  Kentucky Transportation Cabinet

  200 Mero Street
  Frankfort, KY  United States  40622

  Federal Highway Administration

  1200 New Jersey Avenue, SE
  Washington, DC  United States  20590
• Authors:
  • Havens, J H
  • Sharpe, G W
• Publication Date: 1983-8

Media Info

• Pagination: n.p.

Subject/Index Terms

• TRT Terms: Aggregates; Crushed rock; Field tests; Fine aggregates; Laboratory tests; Materials tests; Pavement base course
• Uncontrolled Terms: Aggregate testing
• Old TRIS Terms: Aggregate characteristics; Insitu methods
• Subject Areas: Geotechnology; Highways; Pavements; I36: Aggregates;

Filing Info

• Accession Number: 00388834
• Record Type: Publication
• Report/Paper Numbers: FHWA-RD-KY-83-15 Intrm Rpt.
• Contract Numbers: KYP-75-74
• Files: TRIS, USDOT, STATEDOT
• Created Date: Sep 28 1984 12:00AM