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I � <br /> Moisture j <br /> Dry Density i Content Blow/ Sample <br /> 0 Ib/ft3 ao Ft. I No. USCS DESCRIPTION <br /> i CL Brun Very Silty Fine Very Sandy Clay. <br /> 2 I LIE Brown Very Fine Very Sandy Silt. <br /> F <br /> 4 ML Brawn Clayey Very Fine Sandy Silt. <br /> I <br /> 6 <br /> f ' <br /> S <br /> 10 <br /> # f 12 t <br /> 14 j <br /> I E <br /> i <br /> - 16 <br /> t <br /> I <br /> J I <br /> 1a <br /> L Grades with more Rock. <br /> I <br /> 20 i <br /> f <br /> 22 � Mi Grades with no Rocks. <br /> I <br /> 24- <br /> F <br /> 26 BORING TERMINATED AT 25-FOOT DEPTH. <br /> NOTES: <br /> 1. Boring drilled on. 2-22-85. <br /> 2. No free groundwater encountered. <br /> 3. No caving noted. <br /> J.H. ICEEINFELDER & ASSOCIATESk <br /> LOG OF BORING NO. 2 PLATE <br /> I GEOTECHNICAL CONSULTANTS • .MATERIALS TESTING <br /> q IV <br /> PROJECT NO. S-2568-10 <br /> IHK.S A FORM R--'Z <br />