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Pa cfe Size Distribution Resort <br /> J} <br /> 10090 <br /> I l I I4I i t <br /> 80 <br /> a. <br /> � 70 <br /> W 60 <br /> :I •i � i <br /> CW3 <br /> QI- � I <br /> Q 40 <br /> 1 � , <br /> j <br /> i ;I I. ; •� ! � � <br /> 30 <br /> I� <br /> I <br /> 20 <br /> i.r 10 — <br /> � I <br /> I <br /> a <br /> II , <br /> 5,,, 500 100 10 GRAIN SIZE- mm 010.01 0.001 <br /> COBBLES %GRAVEL %SAND %SILT %CLAY <br /> i 13.3 84.1 <br /> SIEVE PERCENT SPEC.' PASS? Soil Description <br /> SIZE FINER PERCENT (X=NO) Light Brown Sandy Clay <br /> .375 in. 99.0 <br /> #10 95.8 <br /> 420 94.5 Atterberg Limits <br /> #b0 92.0 PL= - Pl= <br /> #200 84.1 <br /> Coefficients <br /> D85= 0.0839g� p= Dgp= <br /> s Dap= D15= D10= <br /> 1.. CU= Cc' <br /> Classification <br /> USCS= CL AAZ5HIU= <br /> Remarks <br /> USCS Classification based on B-1,S-3 @ 10 ft. <br /> F.M:0.14 <br /> (no specification provided) <br /> Sample No,: S-3,B-1 Source of Sample: CDM#2500-29248 Date: 4/30/01 <br /> Location: Elev./Depth: 15 ft <br /> Client: CDM Inc. j <br /> Smith-Emery project: Brookside Pump Station <br /> Stockton,Ca. <br /> Company Project No: 2058 Fi ure No. SA-1 <br />