The 1989 Prestressed Girder Project was undertaken to provide insight into the cause and probable effect that the cracking would have on the service life of the structures included in this report. The following are the project objectives: (1) to determine the probable cause of the cracking, (2) to determine if the presence of the cracking has reduced the strength of the girder, and (3) to determine if epoxy injection will effectively repair the girders. Some of the factors considered during this study include: age and cycles of loading, the skew of the bridge, analysis of the measured flexural strains, the integrity of the cross section, average daily traffic and loadings, and presence or absence of deck replacement.

  • Corporate Authors:

    South Dakota School of Mines and Technology, Rapid City

    501 East St Joseph Street
    Rapid City, SD  United States  57701
  • Authors:
    • Sigl, A B
  • Publication Date: 1990-6


  • English

Media Info

  • Features: Appendices; Figures; References; Tables;
  • Pagination: 75 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00727174
  • Record Type: Publication
  • Report/Paper Numbers: Final Report
  • Files: TRIS
  • Created Date: Oct 24 1996 12:00AM