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! Moisture j i <br /> Dry Density I Content Blow/ Sample <br /> Ib/it' o j Ft. No. U5C5 DESCRIPTION <br /> i iCL Brown Silty Very Fine Sandy Clay. <br /> i, ML Brown Slightly Clayey Fine Sandy Silt. <br /> 2 E <br /> � I E <br /> 4 <br /> f f iNZ Sam- Light-Brawn. <br /> 6 <br /> g <br /> I TL Same minor Rocks Mixed in. <br /> 10 <br /> i ML Same No Rocks. <br /> - 30 ! � <br /> Brown Fine Sand to Gravel Very Clayey <br /> IMLa <br /> _ 32 I Silt with Rocks to 3V" . <br /> S � 1 <br /> i <br /> 44 <br /> u i <br /> c 4 Brown Fine Very Sandy Silt. <br /> i E <br /> 48 SII SNL Same Very Moist. <br /> $ � I <br /> f Bom;G TERMIlnikTID AT 50-FOOT DEPTH. <br /> RTES: <br /> 1. Boring drilled on 2-22-85. <br /> 2. No free groundwater encountered. <br /> 3. No caving noted. <br /> J.H. KLEENFELDER & ASSOCIATES kP <br /> LOG O <br /> F BORING NO- 1 PLATE <br /> GEOTECHNICAL CONSULTANTS • m^TERIALS TESTING Thi <br /> PROJECT NO. S-2568-11 <br /> IHK.-%AFORM R-• Z <br /> a 111 <br />