TECHNICAL PAPERS
Aug 1, 2007

Fault Tree Analysis of Schoharie Creek Bridge Collapse

Publication: Journal of Performance of Constructed Facilities
Volume 21, Issue 4

Abstract

The United States has witnessed several bridge collapses that have resulted in human fatalities. One such failure was the Schoharie Creek Bridge (1987), which motivated the improvement of bridge management policies and procedures. This paper offers a detailed review of the events that resulted in this bridge failure through the use of fault tree analysis. A fault tree is a graphical depiction of the various failure paths that lead to an undesirable outcome. The tree presented considers a host of catastrophic events ranging from vessel collision to fire. Fault trees also provide quantitative assessment and comparison of different failure mechanisms. The results of this analysis present scour as the source of the collapse of this bridge, which was in reality the root cause. Knowledge of the vulnerabilities particular to a bridge aids in the management of similar bridge types, allowing focus upon critical aspects. Recognition of historical bridge failures offers awareness to current bridge engineers and managers that aids in the decision making that promotes public safety and structure preservation. Lessons learned will help avoid similar catastrophic failures in the future.

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Acknowledgments

Support from National Science Foundation (NSF) Career Development Award No. CMS-9702656 is appreciated, and the NSF-funded Engineering Research Center, CenSSIS (EEC-9986821), has also provided some support.

References

AASHTO. (2003). Manual for condition evaluation and load and resistance factor rating (LRFR) of highway bridges, Washington, D.C.
Haasl, D., Roberts, N., Vesely, W., and Goldberg, F. (1981). Fault tree handbook, U.S. Nuclear Regulatory Commission, Washington, D.C.
Johnson, P. A. (1999). “Fault tree analysis of bridge failure due to scour and channel instability.” J. Infrastruct. Syst., 5(1), 35–41.
Schenectady Gazette. (1902). A. N. Liecty, Schenectady, N.Y.
Sianipar, P. R. M., and Adams, T. M. (1997). “Fault-tree model of bridge element deterioration due to interaction.” J. Infrastruct. Syst., 3(3), 103–110.
Wardhana, K., and Hadipriono, F. C. (2003). “Analysis of recent bridge failures in the United States.” J. Perform. Constr. Facil., 17(3), 144–150.
Wiss, Janney, Elstner Associates, Inc. (WJE), and Mueser Rutledge Consulting Engineers (MRCE). (1987). “Collapse of the Schoharie Creek Bridge,” Final Rep., New York State Thruway Authority, Albany, N.Y.

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Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 21Issue 4August 2007
Pages: 320 - 326

History

Received: Jan 3, 2006
Accepted: Jun 20, 2006
Published online: Aug 1, 2007
Published in print: Aug 2007

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Authors

Affiliations

Keary H. LeBeau, S.M.ASCE [email protected]
P.E.
Ph.D. Candidate, Northeastern Univ., Civil and Environmental Engineering Dept., Boston, MA 02115. E-mail: [email protected]
Sara J. Wadia-Fascetti, M.ASCE [email protected]
Associate Professor and Associate Vice Provost for Faculty Advancement, Northeastern Univ., Civil and Environmental Engineering Dept., Boston, MA 02115. E-mail: [email protected]

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