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� f <br /> Moisl ure <br /> Dry Density Conlenl Rlow/ Sample <br /> 0 Ib/NT % FL No. I USCS DESCRIPTION <br /> SM Brown Silty Fine Sand Slightly Moist <br /> Loose. <br /> 2- <br /> 46SM4- <br /> 6- <br /> Sm <br /> i Grades Coarser Sand, Less Silt Loose <br /> SP <br /> to Dense. <br /> 8- <br /> 10- <br /> 10 SP Brown-Grey Medium Sand. <br /> 12 <br /> ML. Grey-Green Silty Clay/Clayey Silt Very <br /> 14 CL Moist, Dense to Very Dense. <br /> u <br /> u <br /> BORING TERMINATED AT 15-FOOT DEPTH. <br /> z 16 NOTES. <br /> G <br /> 0 1. Boring drilled on -9-19-84. <br /> 2. Caving below groundwater. <br /> 3. Groundwater encountered at 7' 11• <br /> s <br /> I <br /> I <br /> i <br /> J.H. KLEINFELDER & ASSOCIATESk" LOG OF BORING NO. 4 PLATE <br /> GEOTECHNICAL CONSULTANTS • MATERIALS IISTINC <br /> III <br /> PROJECT NO. s-2178-6 <br /> INS A I FORM R-22 <br />