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Moisture �, <br /> Dry Density Content Blo../ Sample DESCRIPTION <br /> Ib/tt3 % Ft. No. USCS <br /> 0i Tan Very Fine Sandy Silt <br /> CL Brown Sandy Clay <br /> 2 104 i 10 138-611 v. <br /> ,I IE Tan Very Fine Sandy Silt, Cerrented <br /> 4 <br /> I31-6" <br /> 6 i <br /> i <br /> I <br /> i i I <br /> 8 ► I1 <br /> 10 30-3�" - <br /> 1 <br /> 12 I i - <br /> mL Grades Brown with Clay <br /> I <br /> 14 <br /> I <br /> u <br /> u <br /> -5 16 I BORING TER gNATED AT 15 FOOT DE M- <br /> a I NOTES. <br /> 0 1. Boring Drilled on 6-10-87. <br /> 2. No Groundwater Encountered. <br /> 3. No Caving Noted. <br /> 1 <br /> I <br /> II <br /> I <br /> I <br /> PLATE <br /> J.H. KLEINFELDER & ASSOCIATES <br /> LOG OF BORING NO. B-3 v <br /> GEOTECHNICAL CONSULTANTS . MATLRIALS 11SHNG <br /> PROJECT NO. 20-2925-01 <br />