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Civil, Structural & Geotechnical Engineers <br /> 222 South Park Ave. • Montrose, CO 81401 <br /> Ph.: (970) 249-6828 • FAX: (970) 249-0945 <br />• Hydrometer Analvsis and Atterberq Limits <br />Project Name Gob Pile Stability Date 1/11/2007 <br />Project Location Bowie Mine Gob Pile #3 Project # 06481-002-02 <br />Client Bowie Resources Sample by BB <br />Test Location BG06-06 @20-21' Tested by BAU <br />Sample # GS38 <br /> Hydrometer Analvsis Atterberq Limits <br /> ASTM D422 ASTM D4318 <br />Sieve Opening <br />(mm) e~ Passing <br />#4 4.75 75.2 <br />#10 2.0 68.0 <br />#40 0.425 61.0 <br />#200 0.075 34.3 <br />Liquid Limit (LL) 21 <br />Plastic Limit (PL) 17 <br />Plasticity Index (PI) 4 <br />Natural Moisture Content (%) = 9.7% <br />Soil Description dark brown silty clayey SAND with gravel <br />• USCS Classification SC-SM <br />#200 #40 #10 #4 3/4" 3" <br />100 <br />90 <br />$Q <br />70 <br />C <br />H 60 <br />N <br />' a 50 <br />c <br />m <br />40 <br />m <br />a <br />30 <br />20 <br />10 <br />0 <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 = 14.2 °k Silt = 20.1 % Sand = 40.9 % Gravel = 24.8 <br />