TECHNICAL PAPERS
Nov 1, 1993

The Silver Bridge Collapse Recounted

Publication: Journal of Performance of Constructed Facilities
Volume 7, Issue 4

Abstract

The bridge spanning the Ohio River between Point Pleasant, W. Va., and Gallipolis, Ohio, known as the Silver Bridge, was designed and built during 1927–28. It was the first eyebar suspension bridge in the United States, and it received much attention for making engineering history. After some 40 years of service, the bridge collapsed without warning on December 15, 1967 during the evening rush hour, when the bridge was crowded with heavy traffic. The collapse resulted in the loss of 46 lives and nine injuries. A thorough investigation revealed that the collapse of the bridge was caused by the failure of the north eyebar of the north chain at the first panel point west of the Ohio tower. The eyebar had developed a cleavage failure at the lower position of its head. The tragedy of this bridge failure led to the approval of the 1968 National Bridge Inspection Standards by the U.S. Congress.

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References

1.
Ballard, W. T. (1929). “An eyebar suspension span for the Ohio river.” Engrg. News Record, (June 20), 997–1001.
2.
Barsom, J., and Rolfe, S. (1969). “Slow‐bend KIc test of steel sample from Point Pleasant Bridge.” Bull., Applied Research Laboratory, U.S. Steel Corporation, Pittsburgh, Pa.
3.
Bennett, J. A., and Mindlin, H. (1973). “Metallurgical aspects of the failure of the Point Pleasant Bridge.” J. Testing Evaluation, 1(2), 152–161.
4.
“Bridge failure probe shuts twin.” (1969). Engrg. News Record, (Jan. 9), 17.
5.
“Collapse may never be solved.” (1967). Engrg. News Record, (Dec. 21), 69–71.
6.
“Collapse of US 35 highway bridge, Point Pleasant, West Virginia, December 15, 1967.” (1968). Highway Accident Rep., National Transportation Safety Board (NTSB), Washington, D.C.
7.
“Collapse of US 35 highway bridge, Point Pleasant, West Virginia, December 15, 1967.” (1970). Highway Accident Rep., National Transportation Safety Board (NTSB), Washington, D.C.
8.
“Collapsed Silver Bridge is reassembled.” (1968). Engrg. News Record, (Apr. 25), 28–30.
9.
Dicker, D. (1971). “Point Pleasant Bridge collapse mechanism analyzed.” Civ. Engrg., ASCE, 41(7), 61–66.
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“Disasters.” (1967), Time, (Dec. 22), 20.
11.
“Point Pleasant Bridge failure triggers rash of studies.” (1968). Engrg. News Record, (Jan. 4), 18.
12.
“Possible key to failure found.” (1968). Engrg. News Record, (Jan. 11), 27–28.
13.
Scheffey, C. F. (1971). “Pt. Pleasant Bridge collapse; conclusions of the federal study.” Civ. Engrg., ASCE, 41(7), 41–45.
14.
Scheffey, C. F., and Cayes, L. R. (1974). “Model tests of modes of failure of joint C13N of eyebar chain, Point Pleasant Bridge investigation.” Staff Study (HRS‐11), Federal Highway Administration (FHWA), Washington, D.C.
15.
Shermer, C. (1968). “Eye‐bar bridges and the Silver Bridge disaster.” Engr., IX(1), 20–31.
16.
Steinman, D. B. (1924). “Design of Florianopolis suspension bridge.” Engrg. News Record, 93(20; Nov. 13), 778–782.

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Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 7Issue 4November 1993
Pages: 249 - 261

History

Received: Dec 18, 1992
Published online: Nov 1, 1993
Published in print: Nov 1993

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Authors

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Abba G. Lichtenstein, Honorary Member, ASCE
Consultant, 26 Trafalgar Rd., Tenafly, NJ 07670

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