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_ Moisture <br /> Dry Density Content Slow/ j Sample <br /> Ib/ft3 ( % Et. No. USCS DESCRIPTION <br /> Core 1 i*1 SM Dark-Brwon Cemented Silty Sand. <br /> Run Total k.Q.D <br /> 10 Length Recov. <br /> 60" 30% 8 <br /> _ Grey to Tan Cemented Silt/Clay with Minor <br /> 20 CL Sand and Gravel Layers. <br /> 30 <br /> 40 40/411 <br /> SP Dark-Brown Cemented Fine Sand with Minor <br /> 50 12 55 Silt. <br /> 60 <br /> 22 40/6" <br /> 70 <br /> _ a <br /> a <br /> w i <br /> 40/3" ML Grey to Tan Cemented Silt/Clay. <br /> 80 -Ic- i CL <br /> CL <br /> Q <br /> 90 <br /> 100 37/6" <br /> SM Tan Cemented Very Silty Sand. <br /> BORING TERMINATED AT 100-FOOT DEPTH. <br /> i <br /> i <br /> I <br /> I <br /> i <br /> i <br /> i <br /> _ I <br /> i <br /> J.H. KLEINFELDER & ASSOCIATES <br /> LOG OF BORING NO. 1 PLATE <br /> GEOTECHNICAL CONSULTANTS • MATERIALS TESTING k" <br /> VI <br /> PROJECT NO. S-1008-35 <br /> JHK k A FORM R-2122 <br />