STUDY OF IN-SERVICE BRIDGES CONSTRUCTED WITH PRESTRESSED PANEL SUB-DECKS

THREE PRESTRESSED CONCRETE HIGHWAY BRIDGES WHICH HAVE PRESTRESSED PANEL SUB-DECKS WERE FIELD INSPECTED AND TEST LOADED TO DETERMINE THEIR CONDITION AFTER 7 YEARS OF TRAFFIC SERVICE. CRACK PATTERNS WERE MAPPED. WITH ONLY A FEW EXCEPTIONS, THE CRACKS FOUND COINCIDED WITH THE TRANSVERSE BUTT JOINTS BETWEEN THE SUB-DECK PANELS AND EXTENDED APPROXIMATELY HALFWAY THROUGH THE CAST-IN-PLACE DECK. DELAMINATION SOUNDINGS DID NOT DETECT ANY SIGNIFICANT SEPARATION BETWEEN PRESTRESSED PANEL AND CAST-IN-PLACE DECK. CORE SAMPLES REVEALED NO BOND FAILURE BETWEEN PANEL AND CAST-IN-PLACE DECK. THE LOAD TEST AND STRAIN READINGS INDICATED CONTINUITY OF ACTION BETWEEN PRESTRESSED BEAM, PANEL AND CAST-IN-PLACE DECK. THE BRIDGES ARE IN SOUND CONDITION AND SHOW NO SIGN OF DISTRESS. /AUTHOR/

  • Corporate Authors:

    Texas Transportation Institute

    Texas A&M University System, 1600 E Lamar Boulevard
    Arlington, TX  United States  76011

    Texas State Department of Highways & Public Transp

    11th and Brazos Streets
    Austin, TX  United States  78701

    Federal Highway Administration

    1200 New Jersey Avenue, SE
    Washington, DC  United States  20590
  • Authors:
    • Furr, H L
    • Jones, H L
  • Publication Date: 0

Subject/Index Terms

Filing Info

  • Accession Number: 00207987
  • Record Type: Publication
  • Source Agency: Federal Highway Administration
  • Files: TRIS, USDOT, STATEDOT
  • Created Date: Mar 7 1971 12:00AM