TOLERABLE MOVEMENT CRITERIA FOR HIGHWAY BRIDGES. FINAL REPORT

This investigation included (a) a state-of-the-art assessment of tolerable bridge movements based on a literature review, an appraisal of existing design specifications and practice, the collection and analysis of field data on foundaiton movements, structural damage and the tolerance to movements for a large number of bridges (314) in the Unites States and Canada, and an appraisal of the reliability of the methods currently used for settlement prediction; (b) a series of analytical studies to evaluate the effect of different magnitudes and rates of differential movement on the potential level of distress produced in a wide variety of steel and concrete bridge structures of different span lengths and stiffnesses; and (c) the development of methodology for the design of bridges and their foundations that embodies a rational set of criteria for tolerable bridge movements. (Author)

  • Corporate Authors:

    West Virginia University, Morgantown

    Department of Civil and Environmental Engineering
    Morgantown, WV  United States  26506-6103

    Federal Highway Administration

    Research, Development and Technology, 6300 Georgetown Pike
    McLean, VA  United States  22101
  • Authors:
    • Moulton, L K
    • GangaRao, H V S
    • Halvorsen, G T
  • Publication Date: 1985-10

Media Info

  • Features: Figures; References; Tables;
  • Pagination: 118 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00453722
  • Record Type: Publication
  • Report/Paper Numbers: FHWA-RD-85-107, CES-8402, FCP 34H1-022
  • Contract Numbers: DOT-FH-11-9440
  • Files: TRIS, USDOT
  • Created Date: Jul 31 1988 12:00AM