FOURTH CYCLE OF PAVEMENT RESEARCH AT THE PENNSYLVANIA TRANSPORTATION RESEARCH FACILITY, VOLUME 6, DEVELOPMENT OF MATERIAL STRUCTURAL COEFFICIENTS AND EVALUATION OF MATERIAL BEHAVIOR. FINAL REPORT

Pavement performance and material behavior were monitored throughout the fourth cycle of research at the Pavement Durability Research Facility. Condition surveys, roughness measurements, deflection measurements, and core samples were taken periodically during the test period. Values of present serviceability index (PSI) were determined from profilograph measurements and condition survey data. Structural numbers were determined through a least squares analysis that was used to fit the PSI versus EAL curve for each section. Structural numbers greater than about 5.0 were found to represent pavement sections that were still in the relatively "flat" portion of the PSI deterioration curve at the end of testing. Structural numbers for those sections could change after more traffic applications.

  • Supplemental Notes:
    • Also available in set of 7 reports PC E99, PB86-146149.
  • Corporate Authors:

    Pennsylvania State University, University Park

    Pennsylvania Transportation Institute, Transportation Research Building
    University Park, PA  United States  16802

    Pennsylvania Department of Transportation

    Office of Research and Special Studies, P.O. Box 2926
    Harrisburg, PA  United States  17120

    Federal Highway Administration

    1200 New Jersey Avenue, SE
    Washington, DC  United States  20590
  • Authors:
    • Luhr, D R
    • Anderson, D A
    • Fernando, E G
  • Publication Date: 1984-12

Media Info

  • Pagination: 226 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00475183
  • Record Type: Publication
  • Source Agency: National Technical Information Service
  • Report/Paper Numbers: FHWA/PA-84/028, PTI-8421
  • Files: TRIS, USDOT, STATEDOT
  • Created Date: Nov 30 1988 12:00AM