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I Moisture <br /> i <br /> Dry Density ! Content slow/ Sample <br /> 16/911 % Ft. j No. USCS DESCRIPTION <br /> Brown Silty Fine Sandy Clay. <br /> 2 <br /> .7= Brown Fine Sandy Silt. <br /> CL Brown Fine Sandy Very Silty Clay. <br /> i <br /> 4- <br /> 6- <br /> 8- <br /> ML <br /> ML Brown Clayey Sandy Silt. Gravel. <br /> i <br /> l0 Grades with no Clay. <br /> F <br /> 12 <br /> II i <br />! + 14 f <br /> I i � <br /> Fs 16 BORING TE,PIUMTED AT 15--FOOT DEPTH. <br /> NOTES: <br /> n 1. Boring drilled on 2-22-85. <br /> i ! 2. No free groundwater encountered. <br /> 3. No caving noted. <br /> it <br /> I <br /> i <br /> l <br /> Fil <br /> PLATE <br /> J.H. KLE(NFELDER & ASSOCIATES LOG OF BORING NO. 3 <br /> F GEOTECHNICAL CONSULTANTS • MATERIALS TESHNC <br /> V <br /> PROJECT NO. S-2568--10 <br /> r 1HK R,..FORM R-22 <br />