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~ GEOTECH <br /> Civil, SWCtural 8 Geotechnical Engineers <br /> 222 South Park Ave. • Montrose, CO 81401 <br /> Ph.: (970) 249-6828 • FAX: (970) 249-0945 <br />• Hvdrometer Analv sis and Atterberq Limits <br />Project Name Gob Pile Stability Date 1/2/2007 <br />Project Location Bowie Mine Gob Pile #3 Project # 06481-002-02 <br />Client Bowie Resources Sample by BB <br />Test Location BG06-03 @5-6.5' Tested by LES <br />Sample # GS19 <br /> Hvdrometer Analvsis Atterberq Limits <br /> ASTM D422 ASTM 0431 B <br />Sieve D~mm;9 % Passing <br />#4 4.75 99.3 <br />#10 2.0 97.2 <br />#40 0.425 95.3 <br />#200 0.075 73.8 <br />Liquid Limit (LL) 34 <br />Plastic Limit (PL) 17 <br />Plasticity Index (PI) 17 <br />Natural Moisture Content (%) = 12.2% <br />Soil Description brown lean CLAY with sand <br />USCS Classification CL <br />a2ao <br />100 <br />90 <br />80 <br />70 <br />m <br />c <br />rn 60 <br />N <br />R< <br />a 50 <br />Y <br />C <br />d <br />L 40 <br />d <br />a <br />30 <br />20 <br />10 <br />0 <br />#40 lF70 7t4 3/4" , <br />0.001 0.01 0.1 1 10 100 <br />Particle Diameter (mm) <br /> Clay size Silt size Fine Medium Coarse Fine Coarse <br /> FINES SAND GRAVEL <br />Clay = 39.5 % Silt = 34.3 % Sand = 25.5 % Gravel = 0.7 <br />