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SEC(0R Site 7-11 #141 17 Engineer D BROWN <br /> L <br /> Location CPT-03 Date 04 26 05 C7 31 <br /> i <br /> qt (tsf) fs (tsf) U (psi) Rf (%) SBT <br /> 0 400 0 15 0 400 0 10 0 1L <br /> 0 <br /> Hand Auger an Auger Hand uger and kuger Undeftned <br /> Silt <br /> Clayey Silt <br /> StifF Finp Grain <br /> Clay <br /> Clayey Silt <br /> —20 _ Silty Clay <br /> Clayey Slit <br /> Silt <br /> Sllty Clay <br /> _Si_1_ty Clay <br /> Silty Clay <br /> Sandy Silt <br /> Sand <br /> -40 &11ty Sand,Sand <br /> +3 Sand <br /> v <br /> Clayey Silt <br /> L <br /> � Ciayey Silt <br /> _ <br /> Q. Silt <br /> 0 Sllty Clay <br /> Silt <br /> -60 t , <br /> Clayey Silt <br /> ' GW Sample <br /> Sand <br /> Gravelly Sand <br /> pp Clayey Silt <br /> —p0 Sandy Silt <br /> Sand <br /> l Ci aypy Silt <br /> v Sandy Silt <br /> Sandy Silt <br /> Sample: --- <br /> Sand <br /> G_r_a_velly Sand <br /> Stiff Fine Grain <br /> --100 Clayey Silt <br /> lJ Slity Clay <br /> Clayey Silt <br /> GW Sample iTi"y Clay <br /> Clayey silt <br /> Max Depth 110 07 (f t) SBT Soil Behavior Type (Robert son 1990) <br /> Depth Inc 0 164 (f 0 <br />