Failure of Lacey V. Murrow Floating Bridge, Seattle, Washington
Publication: Journal of Performance of Constructed Facilities
Volume 9, Issue 1
Abstract
In November of 1990, approximately 850 m (2,800 ft) of the 2020 m (6,620 ft) long Lacey V. Murrow Bridge (LVMB), a 50-year-old floating concrete bridge over Lake Washington near Seattle, sank after a major storm. The bridge had been closed for renovations for several months when it sank; there were many structural changes and interim conditions which affected the performance of the bridge. The investigation described herein identifies the most probable causes of the failure. The primary cause of the sinking of the LVMB was water that accumulated in the bridge during renovation. Hydrodemolition, rain, and wave splash water entered through construction openings and severed roadway drains. The cause of the failure was unrelated to strength reductions caused by the openings, and the age and condition of the bridge were of minor significance.
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References
1.
Balaguru, P., and Shah, S. P. (1982). “A method of predicting crack width and deflection for fatigue loading.”SP-75, ACI, Detroit, Mich., 153–175.
2.
Carreira, D. J., and Chu, K.-H.(1985). “Stress-strain relationship for plain concrete in compression.”ACI J., 82(6), 797–804.
3.
Dusenberry, D. O., and DelloRusso, S. J. (1993). “Water leakage through cracks in reinforced concrete.”Proc. Int. Conf. on Hydropower '93, ASCE, New York, N.Y., 2167–2176.
4.
Hanson, J. M., Somes, M. F., and Helagson, T. (1976). “Investigation of design factors affecting fatigue of reinforcing bars—test program.”SP-41, ACI, Detroit, Mich., 71.
5.
Hawkins, N. M. (1976). “Fatigue characteristics in bond and shear of reinforced concrete beams.”SP-41, ACI, Detroit, Mich., 203–239.
6.
Kaimal, J. C., Wyngaard, J. C., Izumi, Y., and Cote, O. R.(1972). “Spectral characteristics of survey-layer turbulence.”Journal of the Royal Meteorological Society, 98, 563–589.
7.
Luft, R. W. (1981). “Analysis of floating bridges: the Hood Canal Bridge.”2nd ASCE-EMD Spec. Conf. on Dynamic Response of Struct., ASCE, New York, N.Y.
8.
Miner, M. A. (1945). “Experimental verification of cumulative fatigue damage.”Automotive and Aviation Industries, 93(11).
9.
Simiu, E., and Scanlan, R. H. (1986). Wind effects on structures., 2nd Ed., John Wiley & Sons, New York, N.Y.
10.
Zarghamee, M. S., and Fok, K.-L. (1990). “Analysis of prestressed concrete pipe under combined loads.”J. of Struct. Engrg., ASCE, 116(7), 2022–2039.
11.
Building code requirements for reinforced concrete: ACI 318-89. (1989). American Concrete Institute, Detroit, Mich.
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Copyright © 1995 American Society of Civil Engineers.
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Published online: Feb 1, 1995
Published in print: Feb 1995
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