This study represents the development of a mechanistic approach to asphaltic concrete overlay thickness selection for overlays of flexible, rigid, and composite pavements. The procedure utilizes a deflection analysis to determine pavement rehabilitation needs. Design guides for selecting the overlay thicknesses are presented. Tolerable deflection-traffic load relationships and the deflection attenuation properties of asphaltic concrete have been developed, representing the subgrade support conditions and properties of materials used in Louisiana. All deflection measurements on asphaltic concrete have been corrected for the effect of temperature. Deflection measurements taken before and after overlay were also adjusted to minimize the effects of seasonal subgrade moisture variation. Several advantages of this approach over existing methods include the elimination of reliance on human judgement in an estimation of pavement strength, elimination of the expenses and inaccuracies associated with destructive sampling and testing of pavement components, and the ability to significantly increase sample sizes or points of evaluation within a pavement system.

  • Corporate Authors:

    Louisiana Department of Transportation and Development

    1201 Capitol Access Road, P.O. Box 94245
    Baton Rouge, LA  United States  70804-9245

    Federal Highway Administration

    1200 New Jersey Avenue, SE
    Washington, DC  United States  20590
  • Authors:
    • Kinchen, R W
    • Temple, W H
  • Publication Date: 1980-10

Media Info

  • Pagination: n.p.

Subject/Index Terms

Filing Info

  • Accession Number: 00334348
  • Record Type: Publication
  • Report/Paper Numbers: FHWA-LA-80-147 Final Rpt., FCP 45D2-092
  • Contract Numbers: 69-3B
  • Created Date: Oct 28 1981 12:00AM