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Moisture Content Blow/ S-3-PIE! <br /> Dry DensitY I uscDESCRIPTION <br /> lI <br /> 0 Ib/ft-' Ft. No. <br /> :,,_CL 1,Brown Silty Very Fine Sandy Clay. <br /> 2 <br /> m, Brown slightly Clayey Fine Sandy Silt. <br /> F.' <br /> Brown Very Silty Clay. <br /> Gra(�,es wit-li :Kore Gravel <br /> 8 <br /> 10- �n Tan-Grey Sandy silt with Gravel. <br /> 12- <br /> 14- <br /> BO=- G TER-1 HATED AT 15-FOOT DEPTH- <br /> 16 -iNTES: <br /> 1. Boring drilled on 2-22-85. <br /> 2. No free groundwater encountered. <br /> 3. No caving noted. <br /> PLATE <br /> LOG OF BORING NO. 2 <br /> J.H. KLEI <br /> NF <br /> ELDER & AS <br /> SOCIATES <br /> MIX V <br /> GEOTECHNICAL CONSULTANTS - MATERIALS TESTING <br /> PROJECT N0. <br /> S-2568-11 <br /> IH K&A FORM R-22 <br />