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Moisture <br /> Dry Density j4 Content j Blow/ Sample DESCRIPTION <br /> r lb/ft3 I o j Ft. Na. USCS <br /> 1CL Brown Silty Very Fine Sandy Clay. <br /> 'N2, Brcwn Slightly Clayey Fine Sandy Silt- <br /> 2 . <br /> i <br /> a i <br /> 4 <br /> i' Same Light-Brown. <br /> j <br /> 6 <br /> 3 <br /> -- <br /> :IML Same minor Rocks �4ixed in. <br /> 10 -- - <br /> 30 II IML Same No Rocks. <br /> ML Brown Fine Sand to Gravel Very Clayey <br /> 32 Silt with Rocks to 3' . <br /> U <br /> I w <br /> L 44 <br /> f �ML Brown Fine Very Sandy Silt. <br /> I i <br /> 48 i, j I �E Same Very hoist. <br /> I if <br /> 5 <br /> I � <br /> BOP,ING TEFtmil a= AT 50-FOOT DEPTH. <br /> NOTES: <br /> 1. Boring drilled on 2-22-85. <br /> 2. No free groundwater encountered. <br /> ; { 3. No caving noted. <br /> a <br /> l <br /> i F <br /> PLATE <br /> J.H. KLEINFELDER & ASSOCIATESL� LOG OF BORING NO. <br /> �.- GEOTECHNICAL CONSULTANTS • MATERIALS TESTINC III <br /> PROJECT NO. S-2568-11 <br /> ` IHK h A F'ORM R-22 <br /> i <br />