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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 262.8-263.0 <br /> PROJECT Morrison Quarry - TO 27 SAMPLE NO. Run 58 <br /> PROJECT NO. 10344203 DATE SAMPLED -- <br /> LOCATION Morrison, CO ROCK TYPE Granitic Gneiss <br /> DATE TESTED 02/15/23 <br /> TECHNICIAN HN JOINT TYPE Natural open fracture <br /> Test Parameters <br /> Raw Data Files: 262run1.txt,262run2Axt,262run3.txt, <br /> Diameter(in): 2.396 <br /> Height(in): -- <br /> Mass (g): 639.6 <br /> Density (pcf): -- <br /> Density (g/cm3): -- <br /> Angle of Shear Plane ('): -- <br /> Shear Plane Area (inz): 4.575 <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 /> G) <br /> L <br /> Vf 100.0 <br /> 0.0 <br /> 0.0 00 0.0 00 0.1)00 0.1 00 0.2 00 0.2 00 <br /> -100.0 <br /> Horizontal Displacement(in) <br /> 0.002 <br /> Vertical Displacement vs. Displacement <br /> 0.000 <br /> c <br /> 0.002 <br /> c Point A <br /> Gl -0.004 <br /> U -0.006 Point B <br /> m <br /> Q. <br /> -0.008 - Point C <br /> 0 <br /> -0.010 <br /> U <br /> t -0.012 <br /> Gl <br /> > -0.014 <br /> 0.0000 0.0500 0.1000 0.1500 0.2000 0.2500 <br /> Horizontal Displacement(in) <br /> NOTES: Uneven and broken shear area. Vertical displacecments weren't recorded for <br /> the first two runs. <br /> Page 2 of 2 <br /> File name: 2279031 Rock Direct Shear ASTM D5607 13.xlsm <br />