EVALUATING THE ROUGHNESS OF BITUMINOUS SURFACINGS /IN RUSSIAN/

THE RELATION BETWEEN THE SKIDDING RESISTANCE OF AN ASPHALTIC CONCRETE AND ITS GRADING IS DISCUSSED. A COEFFICIENT OF FRICTION OF 0.4 IS INSUFFICIENT FOR ACCIDENT "BLACK SPOTS". SKID RESISTANCE IS ALSO INFLUENCED BY THE NATURE OF THE SURFACING MATERIALS, ROAD PROFILE, SHAPE OF CHIPPINGS, AND VEHICLE SPEED. /LCPC/RRL/

  • Supplemental Notes:
    • Vol 31, No 3, PP 6-8, 2 FIG, 1 TAB, 1 PHOT
  • Authors:
    • Astrov, V A
  • Publication Date: 0

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Filing Info

  • Accession Number: 00214945
  • Record Type: Publication
  • Source Agency: Road Research Laboratory /UK
  • Files: TRIS
  • Created Date: Jun 29 1971 12:00AM