AASHO ROAD TEST PRINCIPAL RELATIONSHIP - PERFORMANCE WITH STRESS, RIGID PAVEMENTS

THIS PAPER PRESENTS A SUMMARY OF THE STRAIN MEASUREMENTS TAKEN ON THE PORTLAND CEMENT PAVEMENTS AT THE AASHO ROAD TEST. STRESS CONVERSIONS AND ANALYSES OF THESE DATA ARE DISCUSSED. THE EDGE STRESSES MEASURED UNDER ROUTINE TRAFFIC ON THE TEST LOOPS AND THE CRITICAL STRESSES MEASURED UNDER A SIMULATED LOAD ON THE NONTRAFFIC LOOP ARE COMPARED WITH THE ROAD TEST PERFORMANCE EQUATIONS. ADDITIONAL RESEARCH AND ANALYSES ARE SUGGESTED. THE LOAD STRESSES IN THE RIGID PAVEMENTS AT THE AASHO ROAD TEST WERE HIGHLY CORRELATED WITH PERFORMANCE. THE CRITICAL LOAD STRESSES MEASURED UNDER DYNAMIC LOAD ON A SPECIAL SET OF PAVEMENTS PROVIDED THE HIGHEST CORRELATION WITH PAVEMENT PERFORMANCE. A DIFFERENT CORRELATION EXISTS FOR SINGLE-AXLE LOADS THAN FOR TANDEM-AXLE LOADS. THIS MAY BE DUE TO THE LOCATION OF CRITICAL LOAD STRESSES UNDER THE TANDEM AXLES. FURTHER ANALYSIS OF THE ROAD TEST BASIC PERFORMANCE DATA AND STRESS DATA IS DEFINITELY WARRANTED. SUCH AN ANALYSIS WOULD ALLOW SUMMARIZATION OF THE DIFFERENCES BETWEEN PERFORMANCE PREDICTED FROM STRESS AND OBSERVED PERFORMANCE. (THE PRESENT ANALYSIS COMPARES PREDICTED PERFORMANCE WITH STRESS). ADDITIONAL EXPERIMENTS SHOULD BE INITIATED TO STUDY THESE STRESS-PERFORMANCE RELATIONSHIPS FOR OTHER CONCRETE PAVEMENTS HAVING DIFFERENT MATERIALS AND THUS DIFFERENT PHYSICAL PROPERTIES. /AUTHOR/

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  • Supplemental Notes:
    • Pp227-241, 17 FIG, 10 TAB 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
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  • Authors:
    • Hudson, W R
    • Scrivner, F H
  • Conference:
  • Publication Date: 1962

Media Info

  • Monograph Title: THE AASHO ROAD TEST - PROCEEDINGS OF A CONFERENCE HELD MAY 16-18, 1962, ST. LOUIS, MISSOURI
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00207120
  • Record Type: Publication
  • Files: TRIS, TRB
  • Created Date: Aug 26 1970 12:00AM