LOAD-DEFLECTION STUDY OF SELECTED HIGH TYPE FLEXIBLE PAVEMENT IN MARYLAND

A COOPERATIVE PROGRAM OF LOAD-DEFLECTION TESTS OF SEVERAL HIGH-TYPE FLEXIBLE PAVEMENTS IN MARYLAND WAS INAUGURATED IN THE SPRING OF 1955. A SINGLE TEST CONSISTED OF THE APPLICATION OF A SLOWLY MOVING 11,200-LB WHEEL LOAD OF A SINGLE-AXLE TRUCK TO AN ARBITRARILY SELECTED POINT ON THE PAVEMENT AND THE MEASUREMENT OF THE RESULTING PAVEMENT DEFLECTION AND REBOUND. MEASUREMENTS WERE MADE AT A POINT BETWEEN THE DUAL TIRES BY MEANS OF THE PAVEMENT-DEFLECTION INDICATOR KNOWN AS THE BENKELMAN BEAM. TESTS WERE MADE IN THE SPRING AND IN THE FALL AT APPROXIMATELY 1,000 MARKED LOCATIONS OVER A DISTANCE OF ABOUT 85 LANE MILES. THE PAVEMENTS TESTED RANGE IN AGE FROM TWO TO ELEVEN YEARS AND ARE IN EXCELLENT CONDITION. THE REPORT CONTAINS A DESCRIPTION OF THE PAVEMENTS STUDIED, THE TEST PROCEDURE USED, AND THE RESULTS OF THE TESTS CONDUCTED TO DATE. /AUTHOR/

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  • Supplemental Notes:
    • No 177, pp 1 - 20, 19 FIG, 4 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
  • Authors:
    • Williams, Stuart
    • Lee, Allan
  • Publication Date: 1958

Media Info

  • Monograph Title: Flexible pavement studies and Georgia design practice
  • Serial:

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Filing Info

  • Accession Number: 00205700
  • Record Type: Publication
  • Files: TRIS, TRB
  • Created Date: Sep 16 1994 12:00AM