An overlay project to stop reflective cracking in a Jacksonville airport is described. Weathering cracks up to 2 inches, and the increasing use of a 30-yr-old pavement (consisting of 4 inches of mixed-in-place sand-asphalt topped by 2-inch overlay of asphalt concrete) prompted plans to upgrade the pavement. The plans consisted of the following phases: chemically removing plant growth from the craks; cleaning the pavement and eliminating wind-blown sand from the cracks; applying an asphalt-aggregate slurry seal to fill cracks; applying a surface treatment with coarse aggregate of 3/4-inch uniform size; and placing a hot-mix asphalt concrete course in 2 lifts totaling 3-1/2 inches in thickness.

  • Availability:
  • Corporate Authors:

    Asphalt Institute

    2696 Research Park Drive
    Lexington, KY  United States  40511-8480
  • Authors:
    • Aiken, H V
  • Publication Date: 1976-4

Media Info

  • Features: Photos;
  • Pagination: p. 13
  • Serial:
    • Asphalt
    • Volume: 28
    • Issue Number: 2
    • Publisher: Asphalt Institute
    • ISSN: 0004-4954

Subject/Index Terms

Filing Info

  • Accession Number: 00141083
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Oct 6 1976 12:00AM