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4LATIT Rock Direct Shear <br /> ASTM D 5607 <br /> ADVANCED TERRA TESTING <br /> CLIENT HDR BORING NO. HDR-003 <br /> JOB NO. 2279-031 DEPTH 130.0-130.3 <br /> PROJECT Morrison Quarry - TO 27 SAMPLE NO. Run 28 <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 Natural open fracture <br /> Test Parameters <br /> Raw Data Files: 130run1.txt, 130run2Axt, 130run3.txt, <br /> Diameter(in): 2.395 <br /> Height(in): -- <br /> Mass (g): 771.2 <br /> Density (pcf): -- <br /> Density (g/cm3): -- <br /> Angle of Shear Plane ('): -- <br /> Shear Plane Area (in'): 4.338 <br /> 350.0 Shear Stress vs, Displacement <br /> 300.0 <br /> 250.0 Point A <br /> .N <br /> Q 200.0 Point B <br /> L 150.0 Point C <br /> 41 <br /> i 100.0 <br /> M <br /> 0) <br /> N 50.0 <br /> 0.0 <br /> 0.0 00 0400 0.1 DOO 0.1 00 0.2 00 0.2 00 <br /> -50.0 <br /> Horizontal Displacement(in) <br /> 0.060 Vertical Displacement vs. Displacement <br /> 0.050 <br /> C <br /> 4E 0.040 <br /> Point A <br /> N <br /> 0.030 <br /> U Point B <br /> m <br /> M 0.020 <br /> Point C <br /> 0.010 <br /> f6 <br /> U <br /> 'E 0.000 <br /> 0) <br /> > -0.010 <br /> 0.0000 0.0500 0.1000 0.1500 0.2000 0.2500 <br /> Horizontal Displacement(in) <br /> NOTES: Very uneven and broken shear area. <br /> Page 2 of 2 <br /> [Filename: 2279031 Rock Direct Shear ASTM D5607 7.xlsm <br />