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€� 0 �. <br /> GREGG FOOTHILL ENGINEERING site : OLIUEPPS Geologist: 1. PIFENBEPG <br /> Location CPT-3 Date 06: C9: 00 11: 26 <br /> Qt (tsf) Fs (tsf) u (psi) Rf SBT <br /> 0 600 0 15 0 50 0 10 0 12 <br /> 0 . <br /> DRaLED OUT DRUIM OUT <br /> OUT DRalU) OUT Undftwd <br /> clayey Silt <br /> Q%yey Silt <br /> —10 .............................. ......... ....... ....... .............. .. ...... ............. <br /> ................ .............. <br /> BUY Clay <br /> Clayey Sat <br /> Day <br /> Silty Chy <br /> Cuyey Slit <br /> — <br /> 20 ........................... ............... <br /> ---------------------- ........ <br /> 7--------- ............... ......... Say clay <br /> Ch sat <br /> —30 ... ........................ .................. <br /> . ............... ........... <br /> .......... <br /> .......... ........ <br /> m Silt <br /> aftyey Silt <br /> silt <br /> Clayey Silt <br /> 4-D <br /> Sat <br /> C1 <br /> M <br /> —40------ ............ <br /> --------------------------- Sandy Silt <br /> ... ......... ......... ............ <br /> Clam sat <br /> Clay <br /> Silty Samd/8and <br /> Sandy Silt <br /> —50 .............. <br /> ................ ........... ............. ...... .......... <br /> . ......... .............- silt, <br /> mom Send <br /> Sandy silt <br /> sat <br /> —60 ................................ .......... .................. <br /> ....... ------------ ...... <br /> ............... S..",Silt <br /> smxv silt <br /> sot <br /> CUM SM <br /> ........... ............................. ... ................. <br /> —70 ............ ..... .......... .............. ........ <br /> .......... ....... Sflt <br /> Clayey Sm <br /> SM n.G,.Li..d <br /> Ckyey Silt <br /> —801— i <br /> SUIT Fine Grained <br /> Max. Depth- 100.06 (ft) SfflL Soil Behavior Type (Robertson and Campanella 1988) <br /> Depth Inc.: 0.164 (ft) <br />