ULTRA-THIN CONCRETE OVERLAYS ON EXISTING ASPHALT PAVEMENT

In 1991, an experimental project was undertaken on a Louisville, Kentucky, landfill access road. The aim was to evaluate the feasibility of concrete whitetopping overlays less than 4 inches thick for residential streets, parking, and other low-volume applications. The landfill site provided accelerated loading conditions and weight-monitored truck traffic data. Two sections with different thicknesses were built, one 2 inches and the other 3.5 inches. The experiment also employed unconventional 6-foot and 2-foot joint patterns. These constituted the major variables of the test project. The landfill traffic conditions necessitated fast track construction of the thin overlay experiment, with the access road closed over 1 weekend and giving just a 41.5 hour window to complete the construction work. This paper describes the ultra-thin overlay performance, discusses the influence of the joint spacing and the overlay bonding on the bending stress conditions within the overlay slabs, and also documents the design and construction of the overall project.

  • Corporate Authors:

    Purdue University

    School of Civil Engineering, 550 Stadium Mall Drive
    West Lafeyette, IN  United States  47907
  • Authors:
    • Risser Jr, R J
    • Lahue, S P
    • Voigt, G F
    • Mack, James W
  • Conference:
  • Publication Date: 1993

Language

  • English

Media Info

  • Features: Figures; References; Tables;
  • Pagination: p. 247-254
  • Serial:
    • Volume: 2

Subject/Index Terms

Filing Info

  • Accession Number: 00822995
  • Record Type: Publication
  • Files: TRIS, ATRI
  • Created Date: Jan 7 2002 12:00AM