A fatigue model based on analysis and observations of numerous different pavement designs are presented for use in asphalt concrete overlay design. New overlay design procedures are being based on elastic layered theory, and fatigue curve analyses are being based on the analysis mentioned. Thus a compatability exists between development and application. The fatigue model presented is based on one asphalt concrete only; therefore, procedures should be investigated to adjust for mix design by using laboratory data.

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    • Publication of this paper sponsored by Committee on Design on Composite Pavements and Structural Overlays. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved
  • Authors:
    • Treybig, Harvey J
    • Finn, Fred N
    • McCullough, B F
  • Publication Date: 1976

Media Info

  • Media Type: Print
  • Features: Figures; References; Tables;
  • Pagination: pp 39-42
  • Monograph Title: Pavement design, evaluation and performance
  • Serial:

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Filing Info

  • Accession Number: 00156000
  • Record Type: Publication
  • ISBN: 0309220710
  • Files: TRIS, TRB
  • Created Date: Aug 15 1977 12:00AM