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S sae SRK-[Q ~aRr+o. I.45( S <br />STEEPEN ROBERTSON ~ KIRSTEN alENrBATTLE MTN. GOLD PROJECT SAN I IIiC <br />FEgruRENATIVE SOIL TEST PI~RO.1ECrNO. 14702 <br />Consultlnp Engineers saMPr.E NO. 8.0 Dorf TESTED 8/8/88 <br />GRAIN SIZE ANALYSIS <br />1 <br />I <br />i <br />1 <br />^ <br />U. S. STANDARD SIEVE SIZES HYDROMETER ANALYSIS <br />~ 3~~ I.S ~ 3/4~~ 3/8~~ 4 8 16 30 30 I00 200 <br />I I I I I <br />yo I I I I I <br />I I I I I <br />~ I I <br />I I I I I <br />70 I 1 I I <br />I I I I <br />so I I I I <br />I I I <br />so I I <br />I I I I <br />ao I I I I I <br />I I 11 I <br />~ I I I I <br />I I <br />z0 I I <br />I I 1 <br />10 I <br />I I I <br />O I I I I <br />100 K) rn ~ n1 nnl nr,ni <br />~ GRAIN SIZE IN MILLIMETERS <br />' LIOUID LIMIT PLASTICITY INDEX <br />DESCRIPTION <br /> U.S. Psrtide Percent <br /> ieve Size Finer <br /> <br />i <br /> <br /> S.O~ 126.7 <br />' <br /> 3.0 76.0 100 <br /> I.3 38.0 <br />SRK FORM LR•1 <br />GRAVEL SAND <br /> <br />COARSE FINE <br />MEDIUM FINE SILT OR CLAY <br />USCS_ SW-$pl <br />U.S. Portids <br />Iwe mm Percent <br />Finer U.S. <br />Slwe Por1kM <br />Ize Perbenl <br />Einar Wrficle <br />Izemm Percent <br />Finer <br />S/4" I9.00 96 30 .390 39 ,019 g <br />3/B~ 9.50 86 30 .297 2g .009 <br />4 4.730 100 .14 9 18 .003 <br />8 2380 g 200 .074 12 .002 5 <br />16 1.190 50 - .037 10 .001 <br />r <br />fIGURE NO. <br />