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0 i • <br /> EE <br /> NEERINGSite : O1ivarez PrcP. Geologist : E. Pifenbur9 <br /> FOOTHILL ENGI Location : CPT-02 Date : 10: 12: 99 10: 04 <br /> Qc (tsf) U (psi) Rf {%) UVIF (Volts) SBt <br /> 0 600 0 50 0 10 0 10 0 12 <br /> 0 <br /> DRMLEP OUT RILLED OUT DRILLS OUT DRUIED OUT unaaelned <br /> aam sat <br /> silty C, <br /> Y., t <br /> –10 .................... ----- — <br /> ..- --' -- <br /> Silt <br /> sandy silt <br /> Stiff Fine Grained <br /> Silt <br /> '"LO - - ..............'---------------- ................ .................. ................. ...........--- - Stiff Flae Grained <br /> stiff Fine Gnrined <br /> Stiff No Grained <br /> Sd y Clay <br /> Suty Clay <br /> r. ............... :............... - <br /> }-) _ silty Send/Send <br /> aayey silt <br /> .� ;�,M• <br /> Clayey Cin Silt <br /> Clay <br /> : # <br /> Q _ <br /> –40 -- -- --------------------------------------- <br /> ..--.......-..._.. <br /> ....... .............. <br /> - - - silty Cfgy <br /> Cla,ycy Silt <br /> aay <br /> C <br /> —50 ' ...--....... ... ------------ ......... ise� <br /> .. Silly SenA <br /> silty Snad/5end <br /> sand <br /> r'-�';'¢_�• m dly Seal <br /> Gravelly Sand <br /> : <br /> –60 ........... .............. ...... <br /> silt <br /> sands salt <br /> . .... Suty,Sand/sand <br /> ' _ silty sarrt/s.rrd � ', <br /> sur= <br /> ................. <br /> –70 - --------------------- ........ ; � . . stiff Fara Grairxd <br /> aay <br /> Stift Aw Grained <br /> - _ --r <br /> A. <br /> –80 S , Soil Behavior Type (Robertson and Campanella 1988) <br /> Max Depth 80.05 (ft) <br /> Depth Inc.: 0.164 (ft) <br />