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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.) 173.0-174.0 DATE TESTED 6/12/18 HN <br /> SAMPLE NO. 9 PROJECT Morrison Quarry West <br /> ROCK TYPE JOINT TYPE Natural open fracture <br /> Diameter (in) 1.870 Mass (g) 359.60 <br /> Length (in) 3.017 Wet Density (pcf) 165.3 <br /> Shear Area (in^7 3.120 Shear Length (in) 0.187 <br /> NORMAL STRESS (psi) RESIDUAL SHEAR STRESS (Ps) <br /> 70 65.2 <br /> 140 107.7 <br /> 280 150.1 <br /> j Normal Stress vs. Residual Shear Stress <br /> M-0-18,9.173.0-174.0,Natural open fraclure <br /> i <br /> I <br /> I i <br /> 300 <br /> I <br /> t! <br /> 250 <br /> 200 <br /> i <br /> I o <br /> n <br /> m 150 <br /> 5 <br /> v; <br /> a <br /> I L <br /> W <br /> 10D <br /> O <br /> 50 <br /> 0 -. --. <br /> 0 50 100 150 200 250 300 <br /> Normal Stress !psp <br /> i <br /> i <br /> O Shear Data Best Fit Line • c-44.0 Psi Phi•21.3 degrees <br /> Notes and Comments: Uneven and broken shear area. <br /> Data entered by: HN Date: 06/13/2018 <br /> Data checked by: MCC,/ __ Date: <br /> File Name: DS173 �TT <br /> AD'VAN® _ <br /> TERRA TESTING <br />