SUB-BASE CONSTRUCTION OF JERSEY MARINE ROAD

THE ONLY MATERIAL AVAILABLE WAS WIND-BLOWN SAND, WHICH WAS STABILIZED WITH CEMENT AND CONSOLIDATED WITH 1-1/4 IN. SURCHARGE INTO 4-IN. THICK SUBBASE. COMPACTION WAS PERFORMED WITH HOLMAN SUBGRADE TYPE COMPACTOR FOLLOWED BY HOLMAN FINISHER. THE FINISHED SUBBASE WAS CURED FOR 3 TO 7 DAYS THEN SPRAYED WITH 55% BITUMEN EMULSION AT THE RATE OF 6 SQ. YDS. PER GALLON.

  • Supplemental Notes:
    • Vol 26, No 306, PP 206-210
  • Publication Date: 0

Media Info

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Filing Info

  • Accession Number: 00231688
  • Record Type: Publication
  • Source Agency: Highway Research Board Bibliography
  • Files: TRIS
  • Created Date: Feb 16 1970 12:00AM