Laserfiche WebLink
~] <br /> <br /> <br />1 <br /> <br />1 <br /> <br /> <br /> <br /> <br /> <br />1 <br />1 <br /> <br /> <br />i <br /> <br /> <br /> <br /> <br />STEEPEN ROBERTSON 1~ KIRSTEM Lae SRK-f(1 ~aeRO. L.356.5 <br />cLIENTBATTLE MTN. GOLD PROxcr SAN LUIS <br /> <br />Consultlnq Erpineers rFi-ruRENATIVE SOIL TEST PI~o.1ECrNO. 14702 <br />snr+PL£ No. 14.0 oa1E reslEO 8/9/88 <br />GRAIN SIZE ANALYSIS <br /> U. S. STANDARD SIEVE SIZES HYDROMETER ANALYSIS <br />3" I.5 ~ 3/4" 3/8" 4 8 16 30 50 100 200 <br />100 I I I I I <br /> I I I I I <br />9o I I I I I <br />~ I I I <br /> I I I I <br /> I I I i <br />~ 1 I I I ~ I <br />so I I I I <br /> I I I I <br />~ ! I <br /> I I I I I <br /> <br />ao i I I I I <br /> I I I 1 i <br />~ I I <br /> I I <br />20 f I <br /> I I I <br />to I <br /> I <br /> <br />0 I I I I <br />10 0 b 1.0 ' . O.I 0.01 0.001 <br />GRAIN SIZE IN MILLIMETERS <br /> GRAVEL SANG <br /> <br />COARSE FINE SILT OR (:LAY <br />MEDIUM FINE <br />1I0U10 LIMIT PLASTICITY INDEX <br />DESCRIPTION USCS ST'I <br />U.S. Rlrtiefe Pertenl U.S. Portids Percent U.S. RorfltN Percent Pbrfitle Percent <br />ieve Sire Flner Iwe mm Finsr Slwe Ize Finer Izemm Finer <br />Y4" 19.00 g] 30 .590 .019 <br />3/8" 9.50 gg 30 .297 31 -009 <br />. S.O' t2ti.7 4 4.750 75 100 .149 1g .003 <br />3.0 ~ 76.0 8 23190 65 200 .074 1P .002 <br />I . S 3 8.0 1 p~ 16 1.190 53 - .037 .001 <br />SRN FORM LR-1 FIGURE NO. <br />