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IF <br /> Moisture <br /> Dry Density I Content Blow/ <br /> lb/ft3 Sample <br /> r 0 Ft. No. I USCS <br /> DESCRWTION <br /> CL -Brum Fine Sandy Clay. <br /> 2 1ML BrOwn Fine Sandy Silt. <br /> F <br /> �CL <br /> 4 1 Brown Fine Sandy Silty Clay. <br /> 6 <br /> ;:CL Grades with More Gravel. <br /> 10 <br /> ML Brawn Clayey Fine Sandy Silt. <br /> 12 <br /> Z <br /> W- <br /> 7: 16 BFO;R�=G 'ISR:., AT 15-1-700T DEP—LH. <br /> IN= <br /> Nms <br /> 1- Boring drilled on 2-22-85. <br /> 2. NO free groundwater encountered. <br /> 3. Nocaving noted. <br /> II <br /> J,H. KLEINFELDER & ASSOCIATES kpq LOG OF BORING NO. PLATE <br /> GEOTECHNICAL CONSULTANTS - MATERIALS TESTINC <br /> PROJECT NO. 5-2568-10 <br /> JHK&A FORM R-21 <br />