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GEOTECH <br />Sieve Opening <br />(mm) ° <br />/0 Passing <br />3" 76.2 100.0 <br />3/4" 19.0 100.0 <br />3/8" 9.5 97.2 <br />#4 4.750 92.4 <br />#10 2.000 86.7 <br />#40 0.425 79.1 <br />#200 0.075 42.9 <br />222 South Park Ave. • Montrose, CO 81401 <br />Ph.: {970) 249.6828 • FAX: (970} 249.0945 <br />Sieve Analvsis and Atterberq Lim~~ks <br />Project Name McClane Can on Mine Gob Pile Stabili ®ate 9/28/2007 <br />Project Location Garfield Coun , CO Project # 07-334-GEO <br />Client McClane Can on Minin LLC Sample by BB <br />Test Location BH#02 @15-16.5' Tested by BAU/JLH <br />Sample # GS#8 <br />Sieve Analvsis <br />ASTM C136 / C117 <br />Soil Description <br />USCS Classification <br />100 <br />90 <br />80 <br />70 <br />rn <br />,-~~ 60 <br />N <br />(If <br />a 50 <br />c <br />m <br />40 <br />m <br />n. <br />30 <br />20 <br />10 <br />0 <br />Civil, Structural & Geatechnical <br />.Atterberq Limits <br />ASTM D4318 <br />Liquid limit (LL) NP <br />Plastic Limit (PL) NP <br />Plasticity Index (PI) NP <br />NP =Non-Plastic <br />Natural Moisture Content (%) = 10.3% <br />brown silty SAND <br />SM <br />#200 #40 #10 #4 3/4" 3" <br />0.01 0.1 1 10 <br />Particle Diameter (mm) <br />Fines = 42.9 % Sand = 49.5 % Gravel = 7.6 <br />Clay/Silt Fine Medium Coarse Fine Coarse <br />FINES SAND GRAVEL <br />100 <br />• <br /> <br /> <br />