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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 255.5-256.0 <br /> PROJECT Morrison Quarry - TO 27 SAMPLE NO. Run 64-66 <br /> PROJECT NO. 10344203 DATE SAMPLED -- <br /> LOCATION Morrison, CO ROCK TYPE Granitic Gneiss <br /> DATE TESTED 01/14/23 <br /> TECHNICIAN HN JOINT TYPE Natural open fracture <br /> Test Parameters <br /> Raw Data Files: 255run1.txt,255run2Axt,255runlbd,FALSE <br /> Diameter(in): 2.396 <br /> Height(in): -- <br /> Mass (g): 947.1 <br /> Density (pcf): -- <br /> Density (g/cm3): -- <br /> Angle of Shear Plane ('): -- <br /> Shear Plane Area (in'): 4.573 <br /> 800.0 <br /> Shear Stress vs, Displacement <br /> 700.0 <br /> 600.0 <br /> Point A <br /> 500.0 <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 /> 00 0.0 00 0.1 00 0.1 00 0400 0.2 00 <br /> -100.0 <br /> Horizontal Displacement(in) <br /> 0.070 <br /> Vertical Displacement vs. Displacement <br /> 0.060 <br /> C <br /> 0.050 <br /> c — Point A <br /> Gl 0.040 <br /> U 0.030 Point B <br /> m <br /> Q. <br /> 0.020 Point C <br /> 0 <br /> 0.010 <br /> U <br /> t 0.000 <br /> Gl <br /> > -0.010 <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 5.xlsm <br />