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  USA 

    Ohio Department of Transportation

    1980 West Broad Street
    Columbus, OH  USA  43223

    Federal Highway Administration

    1200 New Jersey Avenue, SE
    Washington, DC  USA  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