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Moisture <br /> Dry Densily j Conlenl Blow/ Sample <br /> O Ib/III I % fl No. USC, DE,CRIP110N <br /> ML Brown Fine Very Sandy Silt. <br /> I <br /> 1- 42 Brown Very Silty Very Fine Very <br /> I Sandy Clay . <br /> 2_ <br /> CL Orange-Brown Very Fine Sandy Clay ._ <br /> ML Orange-Brown Very Fine Very Sandy <br /> Silt (Cemented) . <br /> I <br /> 4- <br /> 5- 35 <br /> V� - <br /> CL Orange-Brown Silty Fine Very Sandy <br /> Clay . <br /> 8- - - - <br /> i CL Grades Orange-Gray . <br /> 9- - <br /> 52 <br /> 11- - <br /> ML Light-Gray Fine Very Sandy Silt. <br /> 1� - <br /> 13= - <br /> SM Tan Very Silty Very Fine Sand <br /> (Cemented) . <br /> 14 - <br /> SM Sand <br /> Smen ec �lty Fine to Medium <br /> 15- BORING TERMINATED AT 15-FOOT DEPTH <br /> NOTES : <br /> 1. Boring drilled on 5-3-84 . <br /> 2 . No caving noted. <br /> 3 . No free groundwater encountered. <br /> Ii. KLEINFELDER & ASSOCIATES <br /> LOG OF BORING NO. 3 PLATE <br /> :OIECNNICAL CONSULTANIS • MAIIRIALS USING <br /> I'' E XH I 13 I T 113 <br /> RO)ECT NO. S-2675-1 <br />