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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 263.2-263.7 <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 02/24/23 <br /> TECHNICIAN HN <br /> Test Parameters <br /> Load Rate (lb/min): 6000 <br /> Load Rate (N/min): 26689 <br /> Raw Data Files: 34.txt, 0 <br /> Density Data <br /> Mass of Rock (g): 960.2 Initial Wet Density (pcf): 162.6 <br /> Initial Diameter(in): 2.394 Initial Wet Density (kg/m3): 2605 <br /> Initial Height (in): 4.998 <br /> Test Results <br /> Peak Load (lbs): 52440 Failure Type: Fracture/ Bedding <br /> Compressive Strength (psi): 11650 Height to Diameter Ratio: 2.09:1 <br /> Compressive Strength (MPa): 80 Poisson's Ratio: 0.082 <br /> Young's Modulus (psi): 7.45 x1016 <br /> Strain vs.Stress <br /> Axial Strain <br /> Radial Strain <br /> ----Best Fit Axial <br /> c �� <br /> N ��. 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 27.xlsm <br />