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1 <br />1 <br />t <br />1 <br />1 <br />1 <br />1 <br />1 <br />i nR _$RK-CO 'I no No ___t_.356_L <br />STEEPEN ROBERTSON i KIRSTEN CLIENT BATTLE MTN GOLD PROJECT SAN LUIS <br />FEATURE ~~ ~ K~ E PROJECT NO. I4~OZ <br />Consultlny Engineers SAMPLE NO. 3O.0 OATS TESTED 8/11/88 <br />GRAIN SIZE ANALYSIS <br />U.S. STANDARD SIEVE SIZES I HYDROMETER ANALYSIS <br />3" 15 ~ 3/4" 3/8~~ 4 8 16 30 50 100 200 <br />100 I I I I <br />9o I I I I i <br />I I I I I <br />~ I I I <br />I I I I ! <br />70 i t I I I <br />I I I I I <br />60 I I I I ~ I <br />I I I ! <br />so I I <br />I I I I I <br />ao I I I I I <br />I I I I I <br />~ I I I <br />I I <br />zo I I <br />I I f <br />10 I <br />I I <br />I f I 1 <br />°ao a Lo ~ . o.l o.ol o.ool <br />GRAIN SIZE IN MILLIMETERS <br />GRAVEL SAND <br />COARSE FINE MEDIUM FINE SIL7 OR CLAY <br />LIQUID LIMIT PLASTICITY INOEx <br />DESCRIPTION_ _ <br />US<:S SM <br />U.S. Pbrtide Percent <br />ieve Siz• Flnsr U.S. <br />Iwe Portiek <br />mm Percent <br />Finer U.S. <br />Slwe Portltie <br />Iz• Per0enl <br />Finer Portide <br />Izertwn Pertenl <br />Finer <br /> Y4" 19.00 30 .590 8g .019 <br /> 3/8~~ 9.50 SO .297 80 .009 <br />S.O 126.7 4 4.750 100 100 .149 53 .005 <br />3.0 ~ 76.0 8 2380 97 200 .074 26 .002 <br />1.3 38.0 16 1.190 - .037 .001 <br />SRK FORM LR-1 <br />FIGURE NO. <br />