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METCALF & EDDY 6,1e : Cont.Grain Geologist: J. Weidmann <br /> Location CPT-01 Date : 09: 07: 99 09: 43 <br /> at (tsf) Fs (tsf) u (psi) Rf W SBT <br /> 0 800 0 2,0 0 1 7 1 5 0 10 0 1 1 2 <br /> —50.0 <br /> ........... 8 t <br /> y <br /> C ,y silt <br /> ........... <br /> —55.0 ......................................................... ........................................... . ................................ . ................................ .........- <br /> .......... sat <br /> cla silt <br /> sat <br /> —60.0 ....... ------------i...................... ..... ............................... ............. ....................... .......... • <br /> pyt <br /> --- - - ------------ <br /> ........... <br /> Greened <br /> Billy Cw, <br /> —65.0 .......................... <br /> ..................1..............--......_... ..................... t Clayey Sat <br /> silt <br /> ....... cl�,,Sat <br /> ..... at silt <br /> —70.0 ............. <br /> . ................ . ............... i...................... ...- ................. .......... .................— <br /> SLIff tri G�lroa <br /> mud sem <br /> stiff R.G:emed <br /> CI I&V sat <br /> a) —75.0 ---------------- --------------------------------- .......................................... ... .............................- .............I <br /> end <br /> :Uty S�/� <br /> Sat <br /> —80.0 .... ............... <br /> ............................ ..... ..................... . ............................... ........ .... <br /> silt <br /> ......... my silt <br /> sat <br /> —85.0 .. ........................ ......----------------------------------- - -------------- .............. .................. .........- <br /> ................ <br /> • <br /> iu�silt <br /> Iry 1-1 <br /> Stiff G� <br /> Now" <br /> M <br /> Glelrod <br /> —90.0 ............................j. <br /> .................... ..... ---- ----- ......... ........................... <br /> cle,w silt <br /> MY <br /> CUM sot <br /> ....... it <br /> ----------------- ... .............................. ..... y <br /> 6 t <br /> —95.0 ------- ............. ... ............... ................... <br /> fie dseb <br /> y sat <br /> Stiff F9m Gla� <br /> —100,0 <br /> Max. Depth 180.11 ) SUP. Soil Behavior Type (Robertson and Campanella 1988) <br /> Depth Inc.: 0,164 (ft) <br />