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r <br /> Moisture <br /> Dry Density Content Slow/ Sample <br /> 0 Ib/it' i • Ft. No. USCS DESCRIPTION <br /> ECL Brown Silty Very Fine Sandy Clay. <br /> 2 ! EVILBrown Slightly Clayey Fine Sandy Silt. <br /> f i <br /> 4 <br /> I MLm Same Light-Brown. <br /> a i <br /> I <br /> 6 <br /> MZ Same �•1inor Rocks Mixed in. <br /> 10 -- _ <br /> I <br /> ,ML Same No Rocks. <br /> - 30 <br /> 32 IML Brown Fine Sand to Gravel Very Clayey <br /> Silt with Rocks to 3'h° <br /> LL <br /> 44 1 ,, <br /> 46 lrflj ^ Brown Fine Very Sandy Silt. <br /> F E <br /> I <br /> 48 I ML Same Very Moist. <br /> i <br /> 5 � <br /> BOEING TEM�TED AT 50-FOOT DEPTH• <br />'Fi 7 1 NOTES: <br /> 1. Boring drilled on 2-22-85. <br /> 2. No free groundwater encountered. <br /> 3. No caving noted. <br />.F <br /> F` <br />` + <br /> is <br /> F PLATE <br /> J.H. KLE1NFELDER & ASSOCIATES �� LOG OF BORING NO. 1 <br /> CGEOTECHNICAL CONSULTANTS • MATERIALS TESTING <br /> Fill � III <br /> PROJECT NO. S-2568--11 <br /> 1HK,%A FORM R-22 <br />