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I� <br /> Moisture <br /> Dry Density Content Blow/ sample DESCRIPTION <br /> Iblft3 °'o ft. No, USCS <br /> 0 I CL Brun Fine Very Sandy Clay. <br /> ME Brun Fine Sandy Silt. <br /> 2 <br /> JVIL <br /> Brown Slightly Clayey Fine Sandy Silt. <br /> 4 I <br /> 6 , <br /> FitYL Brom Ver- Fine Sandy Silt. <br /> 8 <br /> 1 , <br /> 10 <br /> y 12 <br /> I <br /> Sid rown Very Silty Fine Sand. <br /> -14 i <br /> i RING TER=- TED AT 15-FOOT DEPTH. <br /> a16 1. Boring drilled on 2-22--85. <br /> c j i 2. No free groundwater encountered. <br /> 3. No caving noted. <br /> l � <br /> F j <br /> F, PLATE L G OF BORING NO. 5 <br /> L <br /> H. KLEINFELDER & ASSOCIATES K"fOTECHNICAL CONSULTANTS • MAfER1AL5 TESTING Vii <br /> ROJECT NO. 5-2568-11 <br /> IHK R A FORM R-?] <br /> y 4 <br />