STATE OF THE ART EXTERNALLY POST-TENSIONED BRIDGES WITH DEVIATORS. INTERIM REPORT

This report is the first in a series outlining a major study of the behavior of post-tensioned concrete box girder bridges with post-tensioning tendons external to the concrete section. It presents an extensive literature review tracing the history and development of the technology connected with the use of external post-tensioning systems for bridges. Many of the references summarized have previously been available only in French or German language versions. The report summarizes the historical development of external post-tensioning, the advantages and disadvantages of external post-tensioning, and highlights the design and construction details for deviators. It presents the general basis for a detailed investigation of deviator design and briefly describes development of a complex testing rig for external tendon deviator tests.

  • Supplemental Notes:
    • Research study title: Evaluation of Strength and Ductility of Precast Segmental Box Girder Construction with External Tendons.
  • Corporate Authors:

    University of Texas, Austin

    Center for Transportation Research, 3208 Red River Street
    Austin, TX  United States  78705

    Texas State Department of Highways & Public Transportation

    Transportation Planning Division, P.O. Box 5051
    Austin, TX  United States  78763

    Federal Highway Administration

    1200 New Jersey Avenue, SE
    Washington, DC  United States  20590
  • Authors:
    • Powell, L C
    • Breen, J E
    • KREGER, M E
  • Publication Date: 1988-6

Media Info

  • Features: Figures; References;
  • Pagination: 62 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00483829
  • Record Type: Publication
  • Report/Paper Numbers: FHWA/TX-89+365-1, Res Rept 365-1, CTR 3-5-85/8-365-1
  • Contract Numbers: Study 3-5-85/8-365
  • Files: TRIS, USDOT, STATEDOT
  • Created Date: May 31 1989 12:00AM