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I~~~ --- it Civil, Structural & Geotechnical Engineers <br />222 South Park Ave. • MonVOSe, CO 81401 <br />Ph.: (970) 249E828 • 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 BG06-05 @15-16' Tested by BAU/LES <br />Sample # GS31 <br />Hydrometer Analvsis <br />ASTM D422 <br />Sieve Opening <br />(mm) °~ Passing <br />#4 4.75 91.4 <br />#10 2.0 84.7 <br />#40 0.425 78.9 <br />#200 0.075 50.8 <br />Soil Description dark yellow brown sandy lean CLAY <br />USCS Classification CL <br />100 <br />90 <br />80 <br />70 <br />a <br />C <br />'y 60 <br />to <br />A <br />°• 50 <br />.. <br />e <br />a <br />40 <br />m <br />a <br />30 <br />20 <br />10 <br />0 <br />#zoo <br />Atterberq Limits <br />ASTM D4318 <br />Liquid Limit (LL) 25 <br />Plastic Limit (PL) 15 <br />Plasticity Index (PI) 10 <br />Natural Moisture Content (%) = 7.3% <br />#40 #10 #4 3/4" 3" <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 = 24.6 % Silt = 26.2 % Sand = 40.6 % Gravel = 8.6 <br />