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40 40 40 <br /> EGG FOOTHILL ENG. Site CONNELL MOTORS � Geologist . E RI EENBUPG <br /> Location CPT-03 Dai e 03 17. C3 14 58 <br /> qt (tsf) fs (tsf) U (psi) Rf M SBT <br /> 0 600 0 20 0 400 0 10 0 12 <br /> —7Q j Clay <br /> i <br /> Stiff ASne Grained <br /> — sue <br /> 80 <br /> Sand <br /> Sandy silt <br /> ple silty c=r me.a <br /> sandy silt <br /> ❑ Soll Sam a silt <br /> —90 <br /> stiff Fine Grained <br /> sandy silt <br /> Silt <br /> Clayey Slit <br /> 4— silt <br /> —100- Clayey Silt <br /> Stiff Fine Grained <br /> � Cemented Shad <br /> CL sandy Silt <br /> p, Silt),Sand/Send <br /> SampLle Soil SamT1 Sanely silt <br /> silt <br /> — canny Slit <br /> -GW Sample Silt silt <br /> 110 <br /> Clayey Silt <br /> silt <br /> Stiff Fine Grained <br /> —1 L 0 Clayey Silt <br /> Stiff Fina Grained <br /> O"ey sat <br /> Stiff Fina Gtalned <br /> sat <br /> Stiff Fine Grained <br /> -130 _ clayey Silt <br /> ❑ Soil Samr le Stiff F8m Grained <br /> Clayey Sat <br /> GW Sample silt <br /> Clayey silt <br /> Suty clay <br /> —1401Max Depth 140 09 (ft) SBT Soil Behavior Type (Robertson 1990) <br /> Depth Inc 0 164 (ft) <br />