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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.) 282.0-283.5 DATE TESTED 6/12118 HN <br /> SAMPLE NO. 12 PROJECT Morrison Quarry West <br /> ROCK TYPE JOINT TYPE Natural open fracture <br /> Diameter (in) 1.875 Mass (g) 587.30 <br /> Length (in) 4.874 Wet Density (pc) 166.3 <br /> Shear Area (inA2) 3.188 Shear Length (in) 0.188 <br /> NORMAL STRESS (psi) RESIDUAL SHEAR STRESS (psi) <br /> 150 162.8 <br /> 300 204.3 <br /> 600 290.5 <br /> Normal Stress vs. Residual Shear Stress <br /> M-3-18,12,282.0-283.5.Natural open fracture <br /> 700 <br /> e00 <br /> 500 <br /> w <br /> L 300 <br /> to <br /> 200 - <br /> J <br /> 100 <br /> 0 <br /> 0 100 200 300 400 Soo a00 700 <br /> Normal Stress (pstl <br /> O Sheer Data Best F0 Line ! c=119.7 psi Phi=15.9 degrees <br /> Notes and Comments: Very uneven and broken shear area. <br /> Data entered by: HN Date: 06/13/2018 <br /> Data checked by: Date: <br /> File Name: D5282 ATT <br /> ADVANCED TERRA TESTING <br />