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Moisture <br /> Ory Density Content Blow/ Sample <br /> 0 Ib/It= % ft. No. ; USCS OESCRIPTION <br /> iCL Brown Fine Sandy Very Silty Clay . <br /> Light-Tan-Grey Slightly Clayey <br /> - 3 Silty Fine to Medium Sand. <br /> 4 <br /> � 1 Brown Fine Sandy Silt. <br /> . SM Red-Brown Silty Fine to Medium <br /> Sand. (Very Cemented) <br /> is <br /> 6- <br /> W ML Tan Fine Sandy Silt. <br /> 9 <br /> TEST PIT TERMINATED AT 10-FOOT DMFrH <br /> v NOTES : <br /> 1 c 12 I i 1. Test Pit excavated on 3-7-85 . - <br /> 2 . No free groundwater encounters . <br /> AdEb, CL 3 . No caving noted. <br /> i <br /> I <br /> J.H. KLEINFELDER & ASSOCIATES <br /> LONG OF BORING N . 1 PLATE <br /> + GEOTECHNICAL CONSULTANTS • MATERIALS TESTING <br /> k" <br /> III <br /> S <br /> PROJECT NO. S-1008-21 <br />