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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 59.0-59.4 <br /> PROJECT Morrison Quarry - TO 27 SAMPLE NO. Run 13 <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: 59run1.txt,59run2Axt,59run3.txt, <br /> Diameter(in): 2.393 <br /> Height(in): 4.651 <br /> Mass (g): 880.2 <br /> Density (pcf): 160.3 <br /> Density (g/cm3): 2.568 <br /> Angle of Shear Plane ('): -- <br /> Shear Plane Area (in'): 4.675 <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 <br /> L <br /> N 50.0 <br /> 0.0 <br /> 0 00 0.0300 0400 0.1 00 0.2 00 0.2 00 <br /> Horizontal Displacement(in) <br /> 0.050 <br /> Vertical Displacement vs. Displacement <br /> 0.040 <br /> 0.030 <br /> 0.020 Point A <br /> 0.010 <br /> U0.000 Point B <br /> m <br /> N- 0.010 - Point C <br /> 0 -0.020 <br /> u -0.030 <br /> N -0.040 <br /> > -0.050 <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 10.xlsm <br />