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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.
## Table A3. Hardness Test Results Eye C3, Segment O Specimen A-Plane 0.11 in. from south face Distance from hole Vickers hardness numbers 1.0mm 0.04in. 258 260 3 .12 256 256 5 .20 260 256 7 .28 262 270 9 .35 266 266 11 .43 266 268 13 .51 268 268 Specimen B-Plane 0.6 in. from south face Distance from hole Vickers hardness numbers 1.0mm 0.04in. 230 2 .08 232 247 245 24 3 .12 227 238 4 .16 230 236 5 .20 227 232 6 .24 228 230 7 .28 232 235 8 .31 235 232 9 .35 232 10 .39 228 11 .43 232 12 .47 233
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