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Collapse of U.S. 35 Highway Bridge, Point Pleasant, West Virginia, December 15, 1967 (HAR-71/01)

National Transportation Safety Board · 1970-12-16 · 202 pages · text by OCR

This is the final highway accident report (NTSB-HAR-71-1) from the National Transportation Safety Board, adopted in December 1970. It covers the collapse of the U.S. 35 bridge between Point Pleasant, West Virginia, and Kanauga, Ohio, on December 15, 1967, which killed 46 people. The Board found that the cause was a cleavage fracture in eyebar 330 at joint C13N. That fracture grew from a flaw produced over 40 years by stress corrosion and corrosion fatigue, in a spot that could not be seen or found by inspection.

  • p. 5 …Framework for Conduct of Investigation 14 4 Master Chart for Location of Laboratory Specimens 26 5a…
  • p. 9 …The consulting engineering firm of Modjeski and Masters, Harrisburg, Pennsylvania 4. The consulting engineering firm of…
  • p. 22 …Steel using a digital computer, and were independently checked by the firm of Modjeski and Masters…
  • p. 29 …conducted by the firm of Modjeski and Masters to determine what influence surface corrosion may have…
  • p. 33 MASTER_CHART FOR LOCATION OF LABORATORY SPECIMENS
  • p. 86 …direction of the firm of Modjeski and Masters, consultants to the West Virginia Department of Highways…
  • p. 103 and Masters, has been described in Section III C of this report. The final paragraph of…
  • p. 137 …Y.; "Corrosion Survey of the Silver Bridge," Report by Modjeski and Masters, No. 1663, dated September…
  • p. 139 …Stress Concentration Factors," Letter Report, Lehigh University to Modjeski & Masters, dated July 9, 1969. 31. Slutter…
  • p. 151 …shipped to Fritz Engineering Laboratory by Modjeski & Masters 1. Eyebar 25'-4" ± c.c. pin holes…
# VII. RECOMMENDATIONS

The Safety Board recommends that:

1. The Secretary of Transportation expand existing research programs or institute new research programs to:

a. Identify bridge building materials susceptible to slow flaw growth by any of the suspected mechanisms;

b. Determine critical flaw size under various stress levels in bridge building materials;

c. Develop inspection equipment capable of detecting critical or near critical flaws in standing bridge structures;

d. Devise analytical procedures to identify critical locations in bridge structures which require detailed inspection;

e. Develop standards which incorporate appropriate safeguards in the design and fabrication of future bridges to ensure protection against failures of material such as occurred in the Point Pleasant Bridge;

f. Develop standards for the qualification of materials for future bridge structures, using the information disclosed in this investigation;

g. Devise techniques for repair, protection, or salvage of bridges damaged by internal flaws; and

h. Expand the knowledge of loading history and life expectancy of bridges.

2. The Secretary of Transportation explore the alternatives for action to assure mandatory application of the bridge safety requirements of the 1968 Federal-Aid-Highway Act to all highway bridges in the United States, since the majority of older bridges in the country are not in the Federal-Aid-Highway System and these bridges are most susceptible to extensive repair or replacement; including such alternative courses of

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Document, cited by the archive. The PDF is mirrored here; the original link is under it. The text was read from the page images by an OCR model; expect the odd misread word. 202 pages are in the text index: search them above, or from the library's search.