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Moisture <br /> Dry Density Content slow/ Sample I <br /> fl Ib/it' Ft. No. ! USCS DESCRIPTION <br /> CL Brawn Silty Fine Sandy Clay. <br /> I <br /> 2 ML Brawn Slightly Clayey Very Fine Sandy Silt. <br /> : i <br /> F. <br /> 6 <br /> 8 <br /> r j <br /> .l <br /> 12 <br /> MLTan-Grey Sandy Silt with Gravel. <br /> f , 14 - <br /> v <br /> � I i <br /> w <br /> BO.RLNG TEMM N= AT 15-FOOT DEQ rI i. <br /> 16 ! NOTES: <br /> G 1. Bori-rig drilled on 2-22-85. <br /> c <br /> 2. No free groundwater encountered. <br /> I 3. No caving ncted. <br /> 1 = I <br /> ii <br /> � i <br /> t` <br /> F <br /> ).H. KLEINFELDER & ASSOCIATES LOG OF BORING NO. <br /> 4PLATE <br /> GEOTECHNICAL CONSULTANTS • MATEREILS TWINC <br /> UZ <br /> PROSECT NO. S-2568-11 <br /> FI..F...ORM R-22 <br />