BEHAVIOR OF COLD MIXES UNDER REPEATED COMPRESSIVE LOADS

TWO DIFFERENT TYPES OF CUTBACK ASPHALT WERE EMPLOYED TO ASSESS THE EFFECTS OF TESTING TEMPERATURE, CUTBACK CONTENT, AGGREGATE GRADATION, CURING TIME, AND TYPE OF CUTBACK ASPHALT ON THE BEHAVIOR OF BITUMINOUS AGGREGATE MIXTURES UNDER REPEATED COMPRESSIVE LOAD IN UNCONFINED CONDITIONS AND TO DETERMINE THE MODULUS OF RESILIENCE OF THESE MIXES UNDER SPECIFIC CONDITIONS. ELEVEN CONCLUSIONS ARE REACHED ON THE BASIS OF THE TEST RESULTS.

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  • Supplemental Notes:
    • Sponsored by Committee on Bituminous Aggregate Bases. 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:
    • Howeedy, M Fayek
    • Herrin, Moreland
  • Conference:
  • Publication Date: 1972

Media Info

  • Media Type: Print
  • Features: Figures; References; Tables;
  • Pagination: pp 57-70
  • Monograph Title: Asphalt mixture characterization and asphalt grading
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00211773
  • Record Type: Publication
  • Files: TRIS, TRB
  • Created Date: Apr 2 1973 12:00AM