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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 194.0-194.5 <br /> PROJECT Morrison Quarry - TO 27 SAMPLE NO. Run 42-44 <br /> PROJECT NO. 10344203 DATE SAMPLED -- <br /> LOCATION Morrison, CO ROCK TYPE Sillimanitic Gneiss <br /> DATE TESTED 02/15/23 <br /> TECHNICIAN HN JOINT TYPE Natural open fracture <br /> Test Parameters <br /> Raw Data Files: 194run1.txt, 194run2Axt, 194run3.txt, <br /> Diameter(in): 2.385 <br /> Height(in): 3.958 <br /> Mass (g): 760.5 <br /> Density (pcf): 163.8 <br /> Density (g/cm3): 2.625 <br /> Angle of Shear Plane ('): -- <br /> Shear Plane Area (in'): 4.525 <br /> 450.0 Shear Stress vs, Displacement <br /> 400.0 <br /> 350.0 <br /> Point A <br /> N 300.0 <br /> Q <br /> 250.0 Point B <br /> L 200.0 Point C <br /> a+ <br /> N 150.0 <br /> M <br /> 0) 100.0 ZI <br /> L <br /> N 50.0 <br /> 0.0 <br /> -50. 0 00 0.400 0400 0.1300 0.2 00 0.2 00 <br /> Horizontal Displacement(in) <br /> 0.035 Vertical Displacement vs. Displacement <br /> 0.030 <br /> 0.025 <br /> C 0.020 Point A <br /> N <br /> 0.015 <br /> U Point B <br /> N 0.010 <br /> Q <br /> 0 0.005 Point C <br /> M 0.000 <br /> U <br /> t -0.005 <br /> N <br /> > -0.010 <br /> 0.0000 0.0500 0.1000 0.1500 0.2000 0.2500 <br /> Horizontal Displacement(in) <br /> NOTES: Uneven and partially broken shear area. <br /> Page 2 of 2 <br /> File name: 2279031 Rock Direct Shear ASTM D5607 12.xlsm <br />