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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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Tensile Properties (C3) (Standard 0.252" Diameter Specimens) Segment S2¹⁾ Specimen No.²⁾ Strain Rate to Yield Yield Strength at 0.2% Offset, ksi Tensile Strength, ksi Elongation in 1 Inch, % Reduction of Area, % Layer B³⁾ 36 Normal⁴⁾ 84.0 118.5 20.0 52.4 44 " 88.1 129.8 20.0 51.8 Center 21 Static 65.6 114.7 21.0 51.3 29 " 70.5 120.8 20.0 50.0 Layer B 32 " 82.3 117.9 20.0 52.0 40 " 83.5 119.2 20.0 51.8 --- NOTES: 1) See Sketch A of Laboratory Specimen Plan 2) See Sketch D of Laboratory Specimen Plan 3) Layer B is adjacent to original unground surface. 4) Approximately 80 ksi/min. --- - B30 - APPENDIX B U. S. STEEL LABORATORY DATA --- *U. S. Steel Results* *May 21, 1969*

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