SHRINKAGE AND THERMAL CRACKING OF FAST SETTING HYDRAULIC CEMENT CONCRETE PAVEMENTS IN PALMDALE, CALIFORNIA

This report describes the investigation of the transverse cracking of Jointed Plain Concrete Pavement (JPCP) test slabs in Palmdale California under environmental loading. The slabs were constructed using Fast Setting Hydraulic Cement Concrete (FSHCC) as part of the California Department of Transportation (Caltrans) accelerated pavement testing program (CAL/APT). Cores drilled through the cracking indicated that top-down cracking had occurred. Concrete shrinkage and thermal strain data from field instrumentation was recorded and analyzed to determine the cause of the cracking. Using the measured strains and temperatures, finite element analysis predicted high tensile stresses at the top of the test section slabs due to the differential drying shrinkage between the top and base of the slab, as well as the non-linear nature of the negative temperature gradients through the slab. Laboratory tests on the test section cement revealed significantly higher shrinkage than ordinary Type II Portland cement. Recommendations are presented.

  • Supplemental Notes:
    • Publication Date: December 1999. Pavement Research Center, Institute of Transportation Studies University of California, Berkeley CA. Format: website
  • Corporate Authors:

    University of California, Berkeley

    Institute of Transportation Studies, Pavement Research Center
    1353 South 46th Street
    Richmond, CA  United States  94804

    California Department of Transportation

    1120 N Street
    Sacramento, CA  United States  95814
  • Authors:
    • Heath, Andrew C
    • Roesler, Jeffery R
  • Publication Date: 1999

Language

  • English

Media Info

  • Pagination: 110 p. (1 MB)

Subject/Index Terms

Filing Info

  • Accession Number: 00944102
  • Record Type: Publication
  • Source Agency: UC Berkeley Transportation Library
  • Files: CALTRANS, STATEDOT
  • Created Date: Jul 2 2003 12:00AM