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'~~ ' y GEOTECH <br /> Civil, Structural & Geotechnical Engineers <br /> 222 South Park Ave. • Montrose, CO 81401 <br /> Ph.: (970) 249-6828 • FAX: (970) 249-0945 <br />• Hydrometer Analy 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 @10-11.5' Tested by LES <br />Sample # GS20 <br /> Hydrometer Analysis Atterberq Limits <br /> ASTM D422 ASTM D4318 <br />Sieve Opening <br />(mm) °~ Passing <br />#4 4.75 100.0 <br />#10 2.0 99.7 <br />#40 0.425 98.9 <br />#200 0.075 87.0 <br />Liquid Limit (LL) 40 <br />Plastic Limit (PL) 19 <br />Plasticity Index (PI) 21 <br />Natural Moisture Content (%) = 15.9% <br />Soil Description olive brown lean CLAY <br />USCS Classification CL <br />#200 #40 #10 #4 3/4" 3" <br />100 <br />90 <br />80 <br />70 <br />O1 <br />C <br />'~ 60 <br />N <br />a 50 <br />Y <br />C <br />m <br />L 40 <br />d <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 = 51.8 % Silt = 35.2 % Sand = 13.0 % Gravel = 0.0 <br />