Preliminary Evaluation of Proposed LLPRS Rigid Pavement Structures and Design Inputs

This report is one of four presenting preliminary findings regarding the expected performance of LLPRS strategies developed to date by Caltrans. The other reports address potential long term concrete durability problems for concrete paving materials; investigations of the effects of loading configurations, concrete strength versus traffic opening times, and xviii construction production; and the performance under HVS loading of an instrumented test pavement constructed using accelerated Portland cement concrete.

  • Record URL:
  • Corporate Authors:

    California Department of Transportation

    1120 N Street
    Sacramento, CA  United States  95814

    University of California, Berkeley

    Institute of Transportation Studies, Pavement Research Center
    1353 South 46th Street
    Richmond, CA  United States  94804
  • Authors:
    • Harvey, J
    • Roesler, J
    • Farver, J
    • Liang, L
  • Publication Date: 2000-5-1

Language

  • English

Media Info

  • Media Type: Digital/other
  • Features: Appendices; Figures; References; Tables;
  • Pagination: 237p

Subject/Index Terms

Filing Info

  • Accession Number: 01766067
  • Record Type: Publication
  • Source Agency: UC Berkeley Transportation Library
  • Report/Paper Numbers: UCPRC-RR-2000-06
  • Files: CALTRANS, BTRIS, TRIS, ATRI, STATEDOT
  • Created Date: Nov 10 2020 5:56PM