Pavement Shear Strain Response To Dual and Wide-Base Tires

Analyze data from instrumented pavement sections loaded by a truck equipped with both dual- and wide-base tires in hot weather conditions. The data was collected from the Specific Pavement Study (SPS)-8 sections at the Ohio Test Road. Data would be used to show relative shear strains induced near the pavement surface to validate existing models for use in next-generation Mechanistic-Empirical pavement design. This could lead to more reliable performance prediction, especially regarding longitudinal cracking.

  • Supplemental Notes:
    • Program Information: Surface Transportation Research, Infrastructure Analysis and Construction Team


  • English


  • Status: Completed
  • Funding: $72000.00
  • Contract Numbers:


  • Sponsor Organizations:

    Federal Highway Administration

    Turner-Fairbank Highway Research Center
    McLean, VA  United States  22101
  • Project Managers:

    Weaver, Eric

  • Performing Organizations:

    Virginia Polytechnic Institute and State University, Blacksburg

    Department of Civil and Environmental Engineering
    Blacksburg, VA  United States  24061
  • Principal Investigators:

    Wang, Linbing

  • Start Date: 20090803
  • Expected Completion Date: 0
  • Actual Completion Date: 20110930
  • Source Data: RiP Project 40281

Subject/Index Terms

Filing Info

  • Accession Number: 01573216
  • Record Type: Research project
  • Source Agency: Department of Transportation
  • Contract Numbers: DDEGRF-09-X-00504
  • Files: RIP
  • Created Date: Aug 15 2015 1:01AM