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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.
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## APPENDIX B NATIONAL BUREAU OF STANDARDS TEST RESULTS Table A2. (Cont.) Hardness Test Results, Eye C9, Segment 1. Distance from hole Vickers hardness number Spec.A Spec.B Spec.C 0.5mm 0.02in. 256 238 270 1.0 .04 254 236 268 1.5 .06 253 236 274 2.0 .08 258 270 2.5 .10 256 240 268 3.0 .12 254 274 3.5 .14 253 236 266 4.0 .16 251 268 4.5 .18 254 233 266 8.5 .33 232 15.5 .61 235 Note: All measurements on specimens A and C were made approximately 2.5 mm (0.10 in.) from the face of the bar.
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