Retrofit of the Louisa-Fort Gay Bridge Using CFRP Laminates

This report details the processes pertaining to the repair and strengthening of the Louisa-Fort Gay bridge, Lawrence County, KY, using advanced composite materials. Site inspections revealed flexural cracks in the reinforced concrete girders of the continuous bridge structure. To determine the cause of these cracks, an evaluation was initiated based on vehicle classification and truck weight data. The results confirmed that certain reinforced concrete girders were stressed beyond the limits allowed by the AASHTO Code. A retrofit scheme using carbon fiber reinforced polymer (CFRP) composite was devised and the amount of CFRP laminates needed for flexural strengthening was determined from moment-curvature analysis. Retrofitting work began in September of 2003, and the project was completed in October of 2003. Crack gauges were installed at the affected areas to monitor the effectiveness of the retrofit. The bridge was inspected on a number of occasions and, as of September 28, 2006, no movement in the crack gauges has been observed.

  • Record URL:
  • Corporate Authors:

    University of Kentucky, Lexington

    Kentucky Transportation Center
    College of Engineering, 176 Raymond Building
    Lexington, KY  United States  40506-0281

    Kentucky Transportation Cabinet

    200 Mero Street
    Frankfort, KY  United States  40622

    Federal Highway Administration

    1200 New Jersey Avenue, SE
    Washington, DC  United States  20590
  • Authors:
    • Choo, Ching Chiaw
    • Zhao, Tong
    • Harik, Issam E
  • Publication Date: 2007-6

Language

  • English

Media Info

  • Media Type: Web
  • Edition: Final Report
  • Features: Appendices; Figures; References;
  • Pagination: 38p

Subject/Index Terms

Filing Info

  • Accession Number: 01121767
  • Record Type: Publication
  • Report/Paper Numbers: KTC-07-08/FRT118-03-1F
  • Contract Numbers: FRT118
  • Files: TRIS, USDOT, STATEDOT
  • Created Date: Feb 17 2009 12:30PM