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I <br /> MOiS IUfe <br /> Dry Density Cont,nt I Blo../ S"pl< DESCRIPTION <br /> WET' I % Et. No. USCS <br /> 0 ML Tan Very Fine Sandy Silt <br /> 119 10 36-8" Brain Sandy Clay <br /> 2 j <br /> ML Tan Very Fine Sandy Silt <br /> 4 <br /> I <br /> I I <br /> I t <br /> 6 j I <br /> 8 <br /> jML Grades with Slight Clay, Very Hard <br /> I <br /> 10 I i I BORING TERMINATED AT 10 FOOT DEPTH- <br /> NOTPS- <br /> 1. Boring Drilled on 6-10-87. <br /> 2. too Groundwater Encountered. <br /> 3. No Caving Noted. <br /> I I <br /> � I <br /> — I j <br /> u <br /> e <br /> jj <br /> I II <br /> � I <br /> II <br /> I <br /> I j <br /> I <br /> LOG OF BORING NO. PLATE <br /> J.H. KLEINFELDER & ASSOCIATES B-4 viGEOTECHNICAL CONSULTANTS . MATJItv.IS 11$I wC <br /> PROJECT NO. 20-2925-01 <br />