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i .. <br /> Moisture <br /> Dry Density Content Blow/ I Sample <br /> WOO % I Ft. No. USCS DESCRIPTION <br /> ML Brown Fine Sandy Silt. <br /> j Tan-Brown Slightly Silty Fine <br /> Sandy Clay. <br /> t Redish-Brown Fine Sandy Silt. <br /> (Cemented) <br /> SM Red-Brown Silty Fine to Medium <br /> Sand. (Very Cemented) <br /> I i <br /> � i Light-Tan-Grey Very Fine Sandy <br /> Silt. (Cemented) <br /> ML Light-Grey Fine Very Sandy Silt. <br /> F <br /> TEST PIT TERMINATED AT 8- <br /> 9- NOTES: <br /> 1. Test Pit excavated on 3-6-85 . <br /> ! i 2. No free groundwater encounters . <br /> 3 . No caving noted. <br /> c <br /> s � <br /> i <br /> r- <br /> I <br /> I <br /> I <br /> I <br /> i- <br /> i <br /> I <br /> PLATE <br /> J.H. KLEINFELDER & ASSOCIATES <br /> LOG F BORING N 2 <br /> GEOTECHNICAL CONSULTANTS • MATERIALS TESTING <br /> PROJECT <br /> IV <br /> NO. S-1008-21 <br />