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1 <br />1 <br />.1 <br />1 <br />sae SRK-LQ LaB NO. I _ ~Sfi. d <br />STEEPEN ROBERTSON i NIRSTEM CLIENT RATTIF MTN_ CAIN PROJECT SA,tl LUiS <br />F~ruRENATIVE SOIL TEST PiPTvaECruo._14702 <br />Consulting Engineers sar+P~£ Ro. _ ~ ~ O_ _ oaT>E rESTeo 8~4~88 <br />GRAIN SIZE ANALYSIS <br />GRAVEL SAND . <br />COARSE FINE MEDIUM FINE SILT OR CLAY <br />LIOUIO LIMIT 24 PLASTICITY INDEX Z <br />DESCRIPTION- Sandy Silt USCS ML <br />U.S. Wrfitle Percent U.S. Por/iUs <br />i+v+ Siz+ Finer Mv+ mm P+rcenl <br />Finer U.S. <br />Slev+ Porllri+ <br />Iz+ P+rOenl <br />Finer PorlicN <br />In nun Portent <br />Finer <br />Y4" 19.00 100 ~ .590 .019 32 <br />3/B" 9.50 99 30 .297 g9 .009 <br />S.O 126.7 4 4.750 g7 t00 .149 7P .005 2q <br />3.0 ~ 76.0 B 2.380 200 .074 .002 <br />1,3 38.0 16 1.190 96 - ,037 40 .001 <br />SRK FORM LR•I <br />FIGURE NO, <br />-ao to Lo ~ . o.l o.ol o.ool <br />GRAIN SIZE (N MILLIMETERS <br />