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Shear Strength by Direct Shear <br /> (Small Shear Box) 016:4115 <br /> INTERNATIONAL <br /> Client TRC Companies Lab Ref <br /> Project Kersey Sand Mine Job FC11079.001 <br /> Borehole TH-4 Sample 8.5'-10' <br /> Test Summary <br /> Reference A B C <br /> Normal Stress 6.94 psi 13.89 psi 20.83 psi <br /> Peak Strength 4.00 psi 6.97 psi 11.65 psi <br /> Residual Stress N/A N/A N/A <br /> Rate of Shear Stage 1: Stage 1: Stage 1: <br /> Displacement 0.029000in/min 0.029000in/min 0.029000in/min <br /> Final Height 0.9835 in 0.9770 in .0.9802 in <br /> Sample Area 4.90873 in2 4.90873 in2 4.90873 in2 <br /> Maximum Shear Stress vs Normal Stress <br /> Peak Shear Stress psi <br /> 1224= <br /> S <br /> 11.007 Peak • <br /> 10.00: ' Angle of Shear Resistance <br /> g.00_ 128.83 l Degrees <br /> 8,00= Cohesion <br /> 7.007. • -0.10 psi <br /> 6.00- <br /> 5.00: <br /> 4.00' • <br /> 3.00= <br /> 2.00 <br /> 1.00= <br /> 0.003 <br /> -0.69= <br /> 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18. 20.00 21.87 <br /> Normal Stress psi <br /> ELE International Page 1 of I <br /> FIGURE A-6 <br />