EFFECT OF TRUCK LOADING ON BRIDGES. FIRST DRAFT REPORT

A procedure for evaluation of live load spectra on highway bridges was developed and tested, and a weigh-in-motion (WIM) measurement system was calibrated during field testing on three Michigan bridges. Other equipment considered in this project included electronic theodolite, fleximeter, and Culway system. The project deals with experimental and analytical parts and the live load model was developed on the basis of WIM measurements, truck counts, truck surveys, and statistical analysis. There is a considerable difference between the results of truck surveys using weigh stations and WIM. For a large number of trucks on I-94 gross vehicle weight exceeds 200,000 lb. The evaluation procedure for corroded bridges is developed using sensitivity functions relating the load carrying capacity, corrosion patterns, and material loss. Fatigue analysis is further focused on the estimation and prediction of live load spectra. Structural behavior depends on load frequency and magnitude. Therefore fatigue load spectra are determined using the results of WIM measurements, truck survey data, and truck counts.

  • Supplemental Notes:
    • This study was funded by the Michigan Department of Transportation and by a grant from the U.S. Department of Transportation's University Transportation Centers Program.
  • Corporate Authors:

    University of Michigan, Ann Arbor

    Department of Civil and Environmental Engineering, Brown Building
    2355 Hayward Street
    Ann Arbor, MI  United States  48109-2125
  • Authors:
    • Nowak, A S
    • Nassif, H
  • Publication Date: 1991-6

Language

  • English

Media Info

  • Features: Appendices; Figures; References; Tables;
  • Pagination: 177 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00674256
  • Record Type: Publication
  • Report/Paper Numbers: GLCTTR 12/91-03, UMCE 91-11
  • Files: TRIS
  • Created Date: Feb 9 1995 12:00AM