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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, confidence 99%

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Point Pleasant Bridge U. S. Steel Results February 14, 1969 Revised: Feb. 26, 1969 --- EXAMPLES [figure] [figure] --- Hardness Tests (C9) Segment 801) Specimens 1-8 Specimen Hardness Near One Surface $R_C$ Hardness at Center $R_C$ Hardness Near Other Surface $R_C$ 1 24,24,23 18.5,19.5,16.5 23,23,23 2 23,23,23 18,18.5,18.5 23,23,23 3 24,24,23.5 18,19.5,18.5 22,23,23 4 23,22,22.5 19,19,19.5 22.5,22.5,22.5 5 22.5,23,22.5 20.5,20.5,21.5 23.5,23.5,23.5 6 22.5,23,23 22.5,23,24 22.5,23,23 --- Rockwell C Hardness Across Cross-Section Specimen 1 2 3 4 5 6 7 8 9 10 11 12 13 14 2 mm A 24.5 23.5 22.0 20.5 20.0 19.0 17.5 18.5 20.0 21.0 22.0 23.0 24.5 2 mm A 24.0 23.5 22.0 21.5 21.0 20.0 20.0 20.5 21.5 22.0 22.5 23.5 22.5 --- Distance From Surface, in. Specimen Hardness .025 .050 .075 .100 .125 .150 .175 .200 .225 .250 .275 .300 2 mm B DPE $R_C$ 265 262 283 274 268 280 280 280 280 25 25 28 25.5 27 27 27 27 2 mm C DPE $R_C$ 271 289 289 293 286 289 283 283 283 26 28.5 28.5 29 28 28.5 28 28 2 mm B DPE $R_C$ 260 265 277 277 274 277 286 303 293 289 280 286 24.5 25 27 27 26.5 27 28 30 29 28.5 27 28 2 mm C DPE $R_C$ 295 271 283 283 277 293 280 280 289 29 26 28 28 27 29 27 27 28.5 --- Notes: 1) See Sketch C of Laboratory Specimen Plan. 2) See Sketch B of Laboratory Specimen Plan. 3) Converted from DPE using Wilson Conversion Chart. --- - B24 - APPENDIX B U. S. STEEL LABORATORY DATA

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