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4LATIT Rock Direct Shear <br /> ASTM D 5607 <br /> ADVANCED TERRA TESTING <br /> CLIENT HDR BORING NO. HDR-005 <br /> JOB NO. 2279-031 DEPTH 111.0-111.4 <br /> PROJECT Morrison Quarry - TO 27 SAMPLE NO. Run 25 <br /> PROJECT NO. 10344203 DATE SAMPLED -- <br /> LOCATION Morrison, CO ROCK TYPE Granite <br /> DATE TESTED 02/15/23 <br /> TECHNICIAN HN JOINT TYPE Natural open fracture <br /> Test Parameters <br /> Raw Data Files: 111 run 1.txt, 111run2.txt, 111run3.txt, <br /> Diameter(in): 2.393 <br /> Height(in): 4.807 <br /> Mass (g): 940.0 <br /> Density (pcf): 165.6 <br /> Density (g/cm3): 2.653 <br /> Angle of Shear Plane ('): -- <br /> Shear Plane Area (in'): 6.225 <br /> 800.0 <br /> Shear Stress vs, Displacement <br /> 700.0 <br /> 600.0 <br /> Point A <br /> 500.0 <br /> oe� Pot- <br /> -Point B <br /> 400.0 <br /> L Point C <br /> N 300.0 <br /> M 200.0 <br /> Gl <br /> L <br /> Vf 100.0 <br /> 0.0 <br /> 0.0)00 0.0 00 0.1)00 0.1 00 0.2 DOO 0.2 00 <br /> -100.0 <br /> Horizontal Displacement(in) <br /> 0.030 Vertical Displacement vs. Displacement <br /> 0.025 <br /> 0.020 <br /> 41 <br /> 0.015 Point A <br /> 0.010 <br /> U0.005 Point B <br /> m <br /> A o.000 Point C <br /> 0 -0.005 <br /> u 0.010 <br /> N -0.015 <br /> > -0.020 <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 11.xlsm <br />