OBSERVATIONS OF FIELD PERFORMANCE OF CONTINUOUSLY REINFORCED CONCRETE PAVEMENTS IN OHIO

This report documents the fact that the Chang-Majidzadeh design criteria can be used to predict crack spacing in CRC pavement structures. The Chang-Majidzadeh model is also found to be in agreement with the NCHRP proposed design criteria. The major points of agreement are given.

  • Supplemental Notes:
    • Sponsored in part by Ohio Dept. of Transportation, Columbus.
  • Corporate Authors:

    Majidzadeh (Kamran)

    Worthington, OH  United States 

    Ohio Department of Transportation

    1980 West Broad Street
    Columbus, OH  United States  43223

    Federal Highway Administration

    1200 New Jersey Avenue, SE
    Washington, DC  United States  20590
  • Authors:
    • Majidzadeh, K
  • Publication Date: 1978-9

Media Info

  • Pagination: 139 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00197598
  • Record Type: Publication
  • Source Agency: National Technical Information Service
  • Report/Paper Numbers: FHWA/RD-79-S0849, HPR14278
  • Files: NTIS, USDOT, STATEDOT
  • Created Date: Aug 28 2002 12:00AM