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Moisture <br /> Dry Density Content Blow/ Sample <br /> 0 Ib/Eta % Ft. No. USCS DESCRIPTION <br /> 33 ML Tan Very Fine Sandy Silt <br /> 2 <br /> ML Tan Very Fine to Fine Sandy Silt, <br /> Cemented <br /> 4 103 16 30-5" <br /> Brown Very Fine Sandy Silt <br /> 6 IML Grades With Slight Clay <br /> 8 L _ <br /> I IML Grades no Clay <br /> 10 <br /> BORING TEPPaNATED AT 10 FOOT DEPTH. <br /> NOTES: <br /> 1. Boring Drilled on 6-10-87. <br /> 2. No Groundwater Encountered. <br /> I <br /> 3. No Caving Noted. <br /> i <br /> v <br /> v <br /> t <br /> a <br /> J.H. KLEINFELDER & ASSOLOG OF BORING NO.CIATES �� B-1 PLATE <br /> CEOTECHNICAL CONSULTANTS . MATERIALS TESTINC III <br /> PROJECT NO. 20-2925-01 <br /> 11-1.A nII)RN R -2 <br />