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r-® <br /> a <br /> t <br /> �r <br /> Moisture <br /> Dry Density Content slow/ Sample <br /> Ib/rya ft No. USCS DESCRIPTION <br /> ML Brown Fine Sandy Silt. <br /> CL Red-Brown Fine Sandy Clay. , <br /> SM Red-Brown Very Silty Fine to <br /> Medium Sand. (Very Cemented) <br /> i <br /> o <br /> rf <br /> i TEST PIT TERMINATED AT 7-FOOT DEP:E1. <br /> j NOTES: <br /> 1. Test Pit excavated on 3-6-85 . <br /> 3 2. No free groundwater encounter . <br /> 3 . No caving noted. <br /> i <br /> ' I <br /> � I <br /> a <br /> L I <br /> a <br /> Q � I <br /> i 1 <br /> I <br /> I,.. <br /> J.H. KLEINFELDER & ASSOCIATESkP% <br /> LOG OF BORING NO. 5 PLATE <br /> GEOTECHNICAL CONSULTANTS • MATERIALS TESTING Vi <br /> PROJECT NO. S-1008-21 <br /> I.HK E a Q.�! <br />