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r <br />i <br />I <br />r <br />1 <br />STEEPEN ROBERTSON 6 KIRSTEN <br /> <br />Consulting Engineers LAS _SRK-CO LAS NO. L36fi.17 <br />CLIENT Battle Mtn. Gold PROJECT ~ LUIS <br />FEATURE ~rr'~' N'ed PROJECT NO. 14102 <br />SAMPLE NO. 1.O DATE TESTED ~~ <br /> GRAIN SIZE ANALYSIS <br /> U. S. STANDARD SIEVE 81ZE8 <br />3' 1.ti' 9/4' 9/S' 4 B 18 30 HYDROMETER ANALYSIS <br />60 100 200 <br />100 <br /> <br />90 <br /> <br />SO <br /> <br />70 <br /> <br />SD <br />60 <br /> <br />40 <br /> <br />30 <br /> <br />20 <br /> <br />,D <br />0 ~ <br />100 10 1.0 <br />ORAIN SIZE 0.1 <br />IN MILLIMETERS 0.01 0.001 <br /> <br /> <br />LIQUID LIMIT ~ <br />DESCRIPTION <br />FORM LR-1 PLASTICITY INDEX $ <br />USCS <br />ORAVEL SAND <br />COARSE FIN£ COARSE MEDIUM FINE SILT OR CLAY <br />U.S. <br />Sieve Psrticle <br />elze mm PeresM <br />Hner U.S. <br />81eve P~rticls <br />size mm Psrcent <br />Flner <br /> 9/4' 18.00 <br /> 9/S' 0.60 <br />6.0' 128,7 4 4.760 <br />s.o• 7e.o a 2.seo 100 <br />1.6' 38.0 18 1.180 gg <br />U.S. <br />Sleva Psrticle <br />size mm Percent <br />Hner U.S. <br />Sieve Psrticle <br />elze mm Percent <br />finer <br />30 .680 ~ - .018 <br />eo .297 g6 - .ooe <br />100 .140 g2 - .006 <br />200 .074 79 - .one <br />- .037 - .001 ' <br />