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Moisture <br /> Dry Density 11 Content Blow/ iSample E 0 lbift USCS No. DESCRIPTION <br /> CL Brown Silty Very Fine Sandy Clay. <br /> Fi <br /> 2- <br /> �U� Brown Slightly Clayey Fine Sandy Silt. <br /> y 'I <br /> '4- <br /> f it <br /> 6- !CL Brown Very Silty Clay. <br /> Grades with More Gravel. <br /> 10- <br /> II <br /> M Tan-Grey Sandy Silt with Gravel. <br /> 12-1 <br /> 14- <br /> BORING TEF11MTED AT 15-FOOT DEYIH. <br /> 16 i I %N(-';TES: <br /> f <br /> 1 1. Boring drilled on 2-22-85. <br /> a I i 2. No free groundwater encountered. <br /> 3. No caving noted. <br /> FI. <br /> F <br /> F <br /> F <br /> Fil <br /> PLA <br /> LOG OF BORING NO. 2 TE <br /> J.H. KLEINFELDER & ASSOCIATES-" <br /> GEOTECHNICAL CONSULTANTS - MATERIALS TESTING �VNI- IV F,. I <br /> PROJECT NO. S-2568-11 <br /> FIHK tG A FORM R-22 <br />