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. • <br /> =EGG FOOTHILL ENGINEERING Site: O1 i ver as Geol ogi st•: Pi f enbur g <br /> I Location : CPT-04 Date : 03: 07: 01 08: 57 <br /> of (tsf) Fs (tsf) u (psi) Rf ( ) SBT <br /> 0 600 0 15 0 50 0 10 0 12 <br /> —80 stiff Fine Grained <br /> Ony <br /> ....,. suff Fine Grained <br /> flay <br /> —90 .............. ........... — <br /> Stiff fine Grained <br /> silt <br /> Cemented S" <br /> ----------------- .............--.......:......... ........ .......-..............r.... <br /> —100 -.......... ----------------------------------------- swf Flue Graimd <br /> myn silt <br /> StStt FSnr Grai d <br /> Silt <br /> —110 ------------- -------------------------- :............ .-..... -------------- .............. Sutt P.Grnined <br /> Clay <br /> .1 Clayey Silt <br /> Stiff 11ne Grimed <br /> +� Clay <br /> Q <br /> —120 ..... .......... Y Grained <br /> _ sttn F1ne <br /> ...... Stitt Fine Grat—a <br /> Silty Clay <br />' <br /> -130 , ....................... <br /> ----.... ..................................... ...-..--...: <br /> ------------------------------------ .--.. ..-------.-- <br /> -140 -----------------------------.--........-.----------- , <br /> 15Q ------ <br /> -160 <br /> —160 Max Depth 125.00 (ft) SBI Soil Behavior Type (Robertson and Campanella 1988) <br /> Depth Inc.: 0.164 (ft) <br />