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Pa le Size Distribution Rort <br /> 100 <br /> W 60 <br /> ~ 50 — <br /> U <br /> " W 40 <br /> i <br /> -, as <br /> I <br /> 20 <br /> I <br /> I i <br /> I I <br /> I I �• I k � t ;! ' � I ! i 1 <br /> I <br /> 500 <br /> 100 10 1 0.1 0.01 0.001 <br /> ' <br /> GRAIN SIZE-mm <br /> %COBBLES %GRAVEL %SAND %SILT %CLAY <br /> ^ 0.0 0.0 1 74.3 L 25.7 <br /> SIEVE PERCENT SPEC. PASS? Soil Description <br /> SIZE FINER PERCENT (X=NO) Silty/Clayey Sand <br /> #10 199.9 <br /> #40 .2 <br /> 460 Atterber limits <br /> #200 45.0 PL= P1= <br /> Coefficients. <br /> a <br /> .085= 0.274 60- 0.19-3 D50= 0.170 <br /> D30= 0.115 D15= D10= <br /> Cu= Cc= <br /> Classification <br /> * USCS= AASHTO= <br /> Remarks <br /> No Atterberg Limits Data on this sample <br /> ` F.M.=0.59 <br /> i <br /> * (no specification provided) <br /> Sample No.: S-6,S-2 Source of Sample: CDM#2500-29248 Date: 4/30/01 <br /> Location: Elev./Depth: 30 ft. <br /> * smith-Eme Client: CDM Inc. <br /> ' Project: Brookside Pump Station j <br /> Stockton,Ca.r <br /> Company <br /> Project No: .2058 Fi ure No. SA-2 <br /> I', <br />