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4LATIT Rock Direct Shear <br /> ASTM D 5607 <br /> ADVANCED TERRA TESTING <br /> CLIENT HDR BORING NO. HDR-002 <br /> JOB NO. 2279-031 DEPTH 17.0-17.4 <br /> PROJECT Morrison Quarry - TO 27 SAMPLE NO. Run 3, 4 <br /> PROJECT NO. 10344203 DATE SAMPLED -- <br /> LOCATION Morrison, CO ROCK TYPE Granitic Gneiss <br /> DATE TESTED 02/14/23 <br /> TECHNICIAN HN JOINT TYPE Natual open fracture <br /> Test Parameters <br /> Raw Data Files: 17run1.txt, 17run2Axt, 17run3.txt, <br /> Diameter(in): 2.394 <br /> Height(in): 4.373 <br /> Mass (g): 832.7 <br /> Density (pcf): 161.2 <br /> Density (g/cm3): 2.581 <br /> Angle of Shear Plane ('): -- <br /> Shear Plane Area (in'): 4.775 <br /> 600.0 Shear Stress vs, Displacement <br /> 500.0 <br /> 400.0 Point A <br /> .N Q <br /> Point B <br /> a 300.0 <br /> L Point C <br /> j 200.0 <br /> M <br /> 100.0 <br /> N <br /> 0.0 <br /> 0.0 00 0.0 00 0.1 00 0.1 00 0.2 00 0.2 00 <br /> -100.0 <br /> Horizontal Displacement(in) <br /> 0.020 <br /> Vertical Displacement vs. Displacement <br /> 0.015 <br /> c - Point A <br /> N 0.010 <br /> Point B <br /> m <br /> M 0.005 Point C <br /> 0 <br /> u 0.000 <br /> t <br /> Gl <br /> > -0.005 <br /> 0.0000 0.0500 0.1000 0.1500 0.2000 0.2500 <br /> Horizontal Displacement(in) <br /> NOTES: Uneven and broken shear area. <br /> Page 2 of 2 <br /> [File name: 2279031 Rock Direct Shear ASTM D5607 8.xlsm <br />