COMPREHENSIVE STRENGTH AND DURABILITY EVALUATION OF 34-YEAR OLD POST-TENSIONED CONCRETE BRIDGE GIRDER. FINAL REPORT

The major objective of the research effort reported here was to evaluate the condition of a 34-year old post-tensioned bridge girder through laboratory testing. This evaluation included structural strength and serviceability, state of corrosion of prestressing elements (wires, ducts, and anchorates), material properties, and correlation of the condition of concrete and grout at various locations with the observed corrosion. In addition, the overall condition of the bridge from the corrosion standpoint was to be evaluated through a field condition survey of the bridge including non-destructive tests. The field surveys were sponsored by a separate FHWA project.

  • Supplemental Notes:
    • Research study title: Evaluation of Existing Post-Tensioned Girders for the Purposes of Reuse on Future Widening Projects.
  • Corporate Authors:

    Construction Technology Laboratories, Inc.

    5400 Old Orchard Road
    Skokie, IL  United States  60077-1030

    North Dakota Department of Transportation

    Materials and Research Division, 300 Airport Road
    Bismarck, ND  United States  58504-6005

    Federal Highway Administration

    1200 New Jersey Avenue, SE
    Washington, DC  United States  20590
  • Authors:
    • Tabatabai, Habib
    • Dickson, T J
  • Publication Date: 1992-10

Language

  • English

Media Info

  • Features: Appendices; Figures; Photos; References; Tables;
  • Pagination: 98 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00627035
  • Record Type: Publication
  • Report/Paper Numbers: FHWA/ND-(1)-92(B)
  • Contract Numbers: 91-315-0392
  • Files: TRIS, USDOT, STATEDOT
  • Created Date: Mar 8 1993 12:00AM