Laserfiche WebLink
i <br />1 <br />3 <br />i <br />r <br />1 <br />~aR SRK-CO LnB NO L. 356.8 <br />STEFFEN ROBERTSON i KIASTEN cuEr+TBATTLE MTN. 60LD FaorECr SAN LUIS <br />FEATURE BOREHOLE SAMPLES vaorECrrvo. 14)02 <br />Consultlnp Engineers SpMPIE N0. 60.0 GATE TESTED 811 GBH <br />GRAIN SIZE ANALYSIS <br />U. S. STANDARD SIEVE SIZES I HYDROMETER ANALYSIS <br />~ 3~~ I,S~ 3/4" 3/8~ 4 8 16 30 50 100 200 <br />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 f <br />~ I I I I <br />I I I I <br />s0 1 I I I I <br />I I I <br />SO I I <br />I I I I I <br />aD I I I I I <br />I I I I~ I <br />~ I I I <br />~D I <br />I I <br />0100 b L0 O. I O.OI n no' <br />GRAIN SIZE IN MILLIMETERS <br />GRAVEL SANG <br /> <br />COARSE FINE <br />MEDIUM FINE SILT OR CLAY <br />LIOUID LIMIT PLASTICITY INDEX <br />DESCRIPTION USCS SM <br />U.S. Portids Percent U.S, Portids <br />i~v~ Size Flnsr Iwo mm P~reent U.S. <br />Finer Slw~ Par1bM <br />Ize Wroent <br />Finer Pbrlicl~ <br />th mm Percent <br />Finer <br />3/4' 19.00 30 .590 52 ,019 12 <br />3./8~~ 9.50 96 SO .297 4P ,009 10 <br />S.O~ 126.7 4 4.750 gl 100 .149 2g .005 9 <br />3.0 ~ 76.0 8 2.380 70 200 .074 19 .002 <br />I.3 38.0 16 1.190 60 - .037 15 ,001 <br />SRK FORM LR-1 <br />FIGURE NO. <br />