Field Data and FEM Modeling of the Orange-Wendell Bridge

The response of a three-span (270 ft total length) integral abutment bridge located in Orange, Massachusetts was evaluated through field monitoring and extensive two and three dimensional finite element modeling. This research project is being performed at the University of Massachusetts, Amherst and is funded by the Executive Office of Transportation and the Federal Highway Administration. Design assumptions and integral abutment bridge behavior are discussed by comparing measured field data with results from analytical models. The Orange-Wendell Bridge is instrumented with 85 gages for assessing bridge behavior. Thermal seasonal effects on the bridge were of primary interest. Over three years of data have been collected including abutment pressures, rotations and deflections as well as temperatures, pile strain and inclinometer readings. Only abutment deflection, rotation, backfill pressure and their interactions are discussed in this paper. It is shown that measured abutment rotations can constitute a significant component of the total longitudinal displacement of the superstructure. Behavioral differences in the soil-abutment interaction at the North and South abutments have been observed. The effects of rapid temperature changes occurring primarily in the spring on backfill pressures behind the abutments are also discussed.

Language

  • English

Media Info

  • Media Type: Web
  • Features: Figures; References; Tables;
  • Pagination: pp 163-173
  • Monograph Title: Integral Abutment and Jointless Bridges (IAJB 2005), March 16-18, 2005, Baltimore, Maryland

Subject/Index Terms

Filing Info

  • Accession Number: 01090097
  • Record Type: Publication
  • Files: TRIS, USDOT, STATEDOT
  • Created Date: Mar 20 2008 8:55AM