CORRELATION OF PHYSICAL TESTS WITH SERVICE BEHAVIOR OF ASPHALTIC MIXTURES - II

SEVENTY-NINE SAMPLES OF HOT AND COLD SHEET ASPHALT SURFACE MIXTURES WERE OBTAINED FROM 17 LOCALITIES. INCLUDED WERE BOTH OIL AND NATIVE LAKE ASPHALT MIXTURES OF VARIOUS AGES RANGING FROM 1 TO 49 YEARS. IT WAS FOUND THAT THE LIMITS OF COMPRESSIVE STRENGTH, ELASTIC LIMIT AND MODULUS OF PERMANENT DEFORMATION WERE SUBSTANTIALLY THE SAME FOR HOT AND COLD MIXTURES.

• Supplemental Notes:
  • Vol 9, pp 309-323
• Authors:
  • Vokac, R
• Conference:
  • Assoc Asphalt Paving Technol Proc
• Publication Date: 1937

Subject/Index Terms

• TRT Terms: Cold mix paving mixtures; Compressive strength; Correlation analysis; Elastic limit; Hot mix asphalt; Modulus of elasticity
• Old TRIS Terms: Physical tests
• Subject Areas: Data and Information Technology; Highways; Materials;

Filing Info

• Accession Number: 00210966
• Record Type: Publication
• Source Agency: Highway Research Board Bibliography
• Files: TRIS
• Created Date: Apr 21 1994 12:00AM