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! <br /> i <br /> Moisture ' <br /> Dry DeseSity Cuntent Elawl s Sample DESCRIPTION <br /> ib/ft' ! % Ft. No. USCS <br /> CL Brawn Silty Fine Sandy Clay. <br /> a I <br /> I' <br /> Brawn Fine Sandy Silt. <br /> 2 <br /> . CL Brawn Fine Sandy Very Silty Clay. <br /> , <br /> ML Brawn Clayey Sandy Silt. Gravel. <br /> 10 ML Grades with no Clay. - <br /> 12 <br /> Fi 14 <br /> j " BORING TSP,jaMTED AT l--FOOT DEPTH. <br /> I � s 16 I NOTES: <br /> j 1.I Boring drilled on 2-22-85. <br /> I. <br /> 2. No free groundwater encountered. <br /> ' 3. No caving noted. <br /> ! i <br /> 1 <br /> I I ' <br /> r <br /> I I <br /> r <br /> { PLATE <br /> F LOG OF BORING NO. 3 <br /> J.H. KLEINFELDER & ASSOCIATES &P <br /> GEOTECHNICAL CONSULTANTS • .MATERIALS TESTING V <br /> y <br /> PROJECT NO. S-2568-10 <br /> �o IHK.S A FORM'.R-22 <br /> 1 <br />