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i~ <br />i <br />i <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />'1 <br />1 <br />.' <br />LA8 SRK-CO LA8N0 I _35F,_5 <br />STEEPEN ROBERTSON 1 KIRSTEN cuENr BATTLE MTN. GOLD FRO~ECr SAN i iIT[ <br />FsaTURENATIVE SOIL TEST PI~aECrNO. 14702 <br />Consulllnq Engineers SAMI~I.E No. 17.0 oaT[' Tes~o R/9/88 <br />GRAIN SIZE ANALYSIS <br />GRAVEL SANG <br /> <br />COARSE FINE <br />MEDIUM FINE SILT OR CLAY <br />LIQUID LIMIT PLASTICITY INDEX <br />DESCRIPTION <br />USCS 3+1 <br />U.S. Fbrtide Percent U.S. Particle Percent U.S. Wrtk4 Percent Porticle Percent <br />ieve Sire Flner Mve mm Finer Sleve Ize Finer Izemm Finer <br /> 3/4° 19.00 g2 30 .590 ,019 <br /> 3/8" 9.50 30 .2 9 T .009 <br />3.0' 126.7 4 4.730 73 100 .149 22 .005 <br /> <br />3.0" 76.0 100 8 2380 66 200 .074 14 .002 <br />I.3` 38.0 96 16 1.190 5(i - .037 .001 <br />SRK FORM LR-I <br />FIGURE NO. <br />GRAIN SIZE IN MILLIMETERS v vv <br />