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Moistuee � <br /> Dry Density Content I Blow/ Sample Z�—3 <br /> lb/ft' I % I ft No. ( USCS DESCRIPTION <br /> ML Brown Fine Sandy Silt. <br /> I <br /> ISM Tan Silty Fine Sand. <br /> IML Tan-Grey Fine Sandy Silt. <br /> 3 I IML Red-Brown Very Fine Sandy Silt. <br /> i SM Light-Brown Very Silty Fine Sand. <br /> I <br /> I <br /> 6- <br /> 17= Light-Brown Very Snady Silt. <br /> I � TEST PIT TERMINATED AT 9-FOOT DEPTi. <br /> b NOTES: <br /> 1. Test,..Pit excavated on 3-6-85 . <br /> Ij 2 . No free groundwater encountere . <br /> c I 3. No caving noted. <br /> a i <br /> P-4 <br /> 0 <br /> 4-r ' ML Brown Fine Sandy Silt. <br /> f <br /> _.a CL Tan-Grey Fine Sandy clay. <br /> SM Light-Brown Very Silty Fine Medium <br /> Sand. (Very Cemented) <br /> 6 TEST PIT TERMINATED AT 7�-FOOT DE H. <br /> 140TES: <br /> 1, Test Pit excavated on 3-6-85 . <br /> 2. No free 2roundwater encounter&i. <br /> 3 . No caving noted. <br /> 9 <br /> I II <br /> J.H. KLEINFELDER & ASSOCIATESkn <br /> LOG OF BORING NO. 3 & 4 PLATE <br /> GEOTECHNICAL CONSULTANTS • MATERIALS TESTING <br /> PROJECT NO. S-10 8-21 <br />