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Moisture I <br /> 1 <br /> Ory Density Content Blow/ I Sample I <br /> 0 lbift3 Ft. No. uscs DESCRIPTION <br /> CL <br /> Brown Silty Very Fine Sandy Clay. <br /> 2- <br /> K, Brown Slightly Clayey Fine Sandy Silt. <br /> F <br /> 6- <br /> ICL <br /> Brown Very Silty Clay. <br /> 14 <br /> Grades with More Crave!. <br /> 10- <br /> MM Tan-Grey Sandy Silt with Gravel. <br /> 12- <br /> ti <br /> 14- <br /> ECIPMNG TEPI-IDaTED AT 15-FOOT DEPTH. <br /> 16 j I NOTES: <br /> 1. Boring drilled on 2-22-85. <br /> 2. No free groundwater encountered. <br /> 3. No caving noted. <br /> CEOTECHNICALOG OF BORING NO. 2 PLATE <br /> F. <br /> J.H. KLEI NFELDER & ASSOCIATES <br /> L CONSULTANTS - MATERIALS TESTINC IV1. <br /> PROJECT NO. S-2568-11 <br /> FIHK&A FORM R-Z2 <br />