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Moisture <br /> Dry Density Conten) Blow/ Sample <br /> 0 Ib/f13 % Ft. No. USC5 DESCRIPTION <br /> ML Mn Very Fine Sandy Silt <br /> 2 119 10 36-8" Bron Sandy Clay <br /> �I <br /> ML Tan Very Fine Sandy Silt <br /> 4 <br /> 6 <br /> 8 — <br /> a <br /> ML Grades with Slight Clay, Very Hard <br /> 10 I BORING TERMINATED AT 10 FOOT DEPTH. <br /> NOMS: <br /> 1. Boring Drilled on 6-10-87. - <br /> 2. No Groundwater Encountered. <br /> 3. No Caving Noted. <br /> c <br /> J P <br /> v ` <br /> 1 <br /> J <br /> F <br /> I <br /> I.H. KLEINFELDER & ASSOCIATES k" <br /> LOG OF BORING NO. PLATE <br /> CEOTECNNICAL CONSULTANTS . MATERIALS TESIINC B-4 VZ (�I <br /> P R O I E CT NO. 20-2925-01 <br /> I,I <br />