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ATT <br /> Unconfined Compressive Strength <br /> ADVANCED TERRA TESTING ASTM D7012 Method D <br /> CLIENT HDR BORING NO. HDR-005 <br /> JOB NO. 2279-031 DEPTH 63.5-64.0 <br /> PROJECT Morrison Quarry - TO 27 SAMPLE NO. Run 13 <br /> PROJECT NO. 10344203 DATE SAMPLED -- <br /> LOCATION Morrison, CO ROCK TYPE Sillimanitic Gneiss <br /> DATE TESTED 02/24/23 <br /> TECHNICIAN HN <br /> Test Parameters <br /> Load Rate (lb/min): 3000 <br /> Load Rate (N/min): 13345 <br /> Raw Data Files: 28.txt, 0 <br /> Density Data <br /> Mass of Rock (g): 939.7 Initial Wet Density (pcf): 162.5 <br /> Initial Diameter(in): 2.390 Initial Wet Density (kg/m3): 2602 <br /> Initial Height (in): 4.912 <br /> Test Results <br /> Peak Load (lbs): 32445 Failure Type: Shear <br /> Compressive Strength (psi): 7232 Height to Diameter Ratio: 2.06:1 <br /> Compressive Strength (MPa): 50 Poisson's Ratio: 0.034 <br /> Young's Modulus (psi): 1.72 x1016 <br /> Strain vs.Stress <br /> Axial Strain <br /> ` Radial Strain <br /> 2 <br /> ----Best Fit Axial <br /> c ` <br /> . Best Fit Radial <br /> -1000.0 0.0 1000.0 2000.0 3000.0 4000.0 5000.0 6000.0 7000.0 <br /> Axial Stress(psi) <br /> NOTES: <br /> Data entry by: HN Date: 02/24/23 <br /> Checked by: DL Date: 02/28/23 <br /> File name: 2279031 RockTx ASTM 7012 B and D 22.xlsm <br />