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1,�!g;a" <br />GEOTEC <br />Civil, Structural & Geotechnical Engineers <br />222 South Park Ave. • Montrose, CO 81401 <br />Ph.. (970) 249-6828 • FAX: (970) 249-0945 <br />STANDARD PROCTOR ASTM D 698. ASTM D 4718 <br />METHOD A <br />Project Name <br />Bowie Mine Gob Pile Road <br />Date 10/2412012 <br />Project Location <br />Paonia, CO <br />Project # 12-274-CMT <br />Client <br />Bowie Resources <br />Sample by JLH <br />Test Location <br />on-site native <br />Test by CH <br />Sample ID <br />I <br />Soil Description <br />dark reddish brown sandy lean CLAY (CL) <br />Oversize Particles <br />Determined by Sieve: #4 <br />Max, Dry Density (fine fraction) (pcf): 102.3 <br />Percentage Oversize Particles (by weight): 13.4 <br />Optimum Moisture Content (fine fraction)(%): 17.6 <br />Bulk Specific Gravity (Gm): 2.68 <br />Corrected Max. Dry Density (pcf): 108.2 <br />Corrected Optimum Moisture Content (%): 15.4 <br />114� <br />14C <br />135 <br />130 <br />125 <br />120 <br />O 11 <br />110 <br />105 <br />100 <br />95 <br />90 <br />......... . <br />-------- --- <br />---------- <br />----- ---------- <br />... ... .. ..... <br />. ........ .... <br />10% 11% 12% 13% 14% 15% 16% 17% 18% 19% 20% 21% 22% 23% 24% 25% <br />MOISTURE CONTENT (%) <br />