IMPLEMENTATION AND NON-DESTRUCTIVE EVALUATION OF COMPOSITE STRUCTURAL SHAPES IN THE TOM'S CREEK BRIDGE

A bridge rehabilitation utilizing a hybrid fiber reinforced polymeric composite has been completed in Blacksburg, Virginia. This project involved replacing the superstructure in the Tom's Creek Bridge, a rural short-span traffic bridge with a timber deck and corroded steel girders, with a glue-laminated timber deck on composite girders. In order to verify the bridge design and to address construction issues prior to the rehabilitation, a full-scale mock-up of the bridge was built and tested in the laboratory. This set-up utilized the actual composite beams, glue-laminated timber deck panels, and geometry to be implemented in the rehabilitation. After the rehabilitation was completed, the bridge was field tested under a known truckload. Both tests examined service load deflections, girder strains, load distribution, the degree of composite action, inter-panel deck deflections, and impact factor. The field test results indicate a service load deflection of L/400 under moving loads and a factor of safety of over 7 using the projected A-allowable for beam flexural strength. The data from the field test serves as a baseline reference for future field durability assessments as part of a long-term performance and durability study.

Language

  • English

Media Info

  • Features: Figures; Photos; References;
  • Pagination: 35 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00800224
  • Record Type: Publication
  • Report/Paper Numbers: FHWA/VTRC 00-CR7,, Final Contract Report
  • Contract Numbers: 5105-020
  • Files: NTL, TRIS, ATRI, USDOT, STATEDOT
  • Created Date: Oct 17 2000 12:00AM