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0 <br />2 <br />4 <br />6 <br />10 <br />12 <br />14 <br />v <br />Y <br />16 <br />a <br />Y <br />0 <br />Moisture <br />Dry Density Content Blow/ <br />IbIR3 % FL <br />Sample <br />No. <br />USCS <br />DESCRIPTION <br />CZ <br />Brawn Fine Sandy Clay. <br />Brown Fine Sandy Silt. <br />ML <br />Brown Fine Sandy Silty Clay. <br />CL <br />CL <br />Grades with More Gravel. <br />Brown Clayey Fine Sandy Silt. <br />ML <br />BORING TER'..II = AT 15 -FOOT DEPTH. <br />NOTES: <br />1. Boring drilled on 2-22-85. <br />2. No free groundwater encountered. <br />I <br />I <br />I <br />3. No caving noted. <br />I).H. KLEINFELDER & ASSOCIATES 11" <br />SEOTECHNICAL CONSULEAnTS • MATJRIAIS IISIMI; <br />1PnI L(7 NI() <br />LOG OF BORING NO. 1 (PLATE <br />III <br />