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Moisture <br /> Dry Density Content Blow/ Sample <br />- 0 lb/ft % Ft. No. USCS DESCRIPTION <br /> CL Brown Very Silty Fine Very Sandy Clay. <br /> i <br /> 2 f11L Brown Very Fine Very Sandy Silt. <br /> E <br /> A MM Brown Clayey Very Fine Sandy Silt. <br /> I <br /> I' I <br /> Fi <br /> F <br /> 10 <br /> F 12 <br /> 3 i <br /> FZ <br /> 14 <br /> - 16 ; <br /> C Ili { 1 <br /> 18 <br /> k � Grades with more Rock. <br /> 20 <br /> F j <br /> � I <br /> 22 ML Grades with no Rocks. <br /> i <br /> F <br /> 24 <br /> I la <br /> 26 <br /> 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 /> F I <br /> F i <br /> F� 4 <br /> PLATE <br /> J.H. KLEINFELDER & ASSOCIATES -OC' 0 BORING NO. 2 <br /> rGEOTECHNICAL CONSULTANTS • MATERIALS TESTING <br />,- , IV <br /> f- PROJECT NO. S--2568-10 <br /> I' IHK&A FORM R--, <br />