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DIRECT SHEAR <br /> ASTM D 5607 <br /> CLIENT GEI Consultants JOB NO. 2076-248 <br /> BORING NO. M-3-18 DATE SAMPLED <br /> DEPTH (ft) 362.0-364.0 DATE TESTED 7/19/15 HN <br /> SAMPLE NO. 13 PROJECT Morrison Quarry West <br /> ROCK TYPE JOINT TYPE Natural open fracture <br /> Diameter (in) 1.879 Mass (g) 580.60 <br /> Length (in) 4.877 Wet Density (pcf) 163.6 <br /> Shear Area (inA2) 4.010 Shear Length (in) 0.188 <br /> NORMAL STRESS (psi) RESIDUAL SHEAR STRESS (psi) <br /> 150 231.0 <br /> 300 256.4 <br /> 600 439.2 <br /> I , <br /> I i <br /> Normal Stress vs. Residual Shear Stress <br /> M-3-18,13,362.0364.0,Natural open fracture <br /> I <br /> I <br /> 700 <br /> 600 <br /> I <br /> 500 <br /> I <br /> I <br /> n 400 <br /> I m <br /> N <br /> N300 <br /> Ii <br /> 200 <br /> I <br /> 100 <br /> 0 <br /> 0 100 200 300 400 500 600 700 <br /> Normal Stress (pst) <br /> Shear Data Best Fit Line 0 c=139.6 psi Phi=25.8 degrees <br /> Notes and Comments: Very uneven and broken shear area. <br /> Data entered by: HN Date: 0 21 Q18 <br /> Data checked by: _1( G _ Date: 9 <br /> File Name: DS362 GATT <br /> ADVAIVMD TERRA TESTING <br />