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Moisture <br /> Dry Density Conlent Blow/ Sample <br /> lb/ft, Ft. No. USCS DESCRIPTION <br /> CL Brown Silty Fine Sandy Clay. <br /> 2 ML Brawn Slightly Clayey Very Fine Sandy S' t. <br /> F <br /> I <br /> 4 <br /> 6- <br /> 10- <br /> 12 1O12 <br /> E ML Tan-Grey Sandy Silt with Gravel. <br /> BORING TERM== AT 15-FOOT DE? H. <br /> = <br /> 16 ! I `S: <br /> C <br /> 1. Bori mac,= drilled on 2--22-85. <br /> 2. No free grouncaaater encountered. <br /> i3. No caving noted. <br /> I <br /> I <br /> I <br /> I � <br /> PLATE <br /> J.H. KLEINFELDER & ASSOCIATESLOG OF BORING NO. 4 <br /> GEOTECHNICAL CONSULTANTS • MATERIALS TESTING <br /> V1 <br /> -a <br /> PROJECT NO. S-2568-11 <br /> T, <br /> =HK h A FORM R-22 <br />