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SARE, INC. <br /> Geotechnical Engineers&Construction Materials Consultants <br /> COMPRESSIVE STRENGTH AND ELASTIC MODULI OF INTACT ROCK CORE SPECIMENS <br /> (ASTM D7012) <br /> Project number 18.081, Rocky Mountain Resources Date January 15, 2019 <br /> Project name Rocky Mountain Resources - General Lab Testing Technician G. Hoyos/J. Weinerth <br /> Lab ID 195015 Reviewer R. Zoetewey <br /> Hole 1-H Depth 64' <br /> Visual description Dolomite core <br /> Temperature at testing specimens in air dry condition °F 77 <br /> Unconfined Compressive Strength (psi, q„) 7,380 <br /> Shear Strength (psi, Su) 3,690 <br /> Density (pcf) 166.9 <br /> Moisture content(%) 0.2% <br /> Axial Axial <br /> Strain Stress Unconfined Compr s Stngth <br /> (min) (psi) Stress- u <br /> 0.0 299 8,000.0 <br /> 0.2 933 <br /> 0.5 1,515 7,000.0 <br /> 1.0 3,822 <br /> 1.5 4,293 <br /> 2.0 5,156 6,000.0 <br /> 2.5 5,823 <br /> 3.0 6,865 5,000.0 <br /> 3.5 7,380 <br /> 4.0 21745 <br /> 4.5 %o 4,00 <br /> 5.0 <br /> 5.5 <br /> 3,000.0 <br /> 6.0 <br /> 7.0 <br /> 8.0 2,000.0 <br /> 9.0 <br /> 10.0 1,000.0 <br /> 11.0 <br /> 12.0 <br /> 13.0 0.0 <br /> 14.0 -1 0 1 2 3 4 5 6 <br /> 15.0 � Strain, min. <br /> Corporate: 7108 South Alton Way, Building B•Centennial,Colorado 80112 <br /> Comp Strength-Rock Core 195015 Phone 303-220-0300 9 www.cesareinc.com Rev.2/26/06 <br />