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DIRECT SHEAR <br /> ASTM D 5607 <br /> CLIENT GEI Consultants JOB NO. 2076-248 <br /> BORING NO. M-4-18 DATE SAMPLED <br /> DEPTH (ft.) 193.0-194.5 DATE TESTED 6/12/18 HN <br /> SAMPLE NO. 11 PROJECT Morrison Quarry West <br /> ROCK TYPE JOINT TYPE Intact (Healed joint) <br /> Diameter (in) 1.870 Mass (g) 592.30 <br /> Length (in) 5.021 Wet Density (pct) 163.6 <br /> Shear Area (in^2) 3.439 Shear Length (in) 0.187 <br /> NORMAL STRESS (ps) PEAK STRESS (psi) RESIDUAL SHEAR STRESS (psi) <br /> 70 174.6 56.2 <br /> 140 124.3 <br /> 280 174.6 <br /> Normal Stress vs. Residual Shear Stress <br /> MA-18,11,193.0-194.5,intact (Healedjoind <br /> 300 <br /> 250 <br /> 200 <br /> m <br /> a <br /> N <br /> m 150 <br /> in <br /> y <br /> t <br /> 100 <br /> 0 <br /> 50 <br /> 1 <br /> 0 <br /> 0 50 100 150 200 25, 300 <br /> Normal Stress (psi} <br /> O Shear Data • c=31.1 psi Phi=28.1 degrees 1% Peak <br /> Best Fit Line <br /> Notes and Comments: Uneven and broken shear area <br /> Measurement of vertical displscement for the first run due to technical AT <br /> problem was not possible. <br /> Data entered by: HN Date: 06/12/2018 <br /> Data checked by: a_ _ _ Date:��Zo l Q ADVANCED TERRA TESTING <br /> File Name: DS193 <br />