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Site : Cont. Grain Geologist: J. Wei 1: 50 METCALF & EDDY Location CPT-02 Date : 09: 07: 99 11: 50 <br /> Ot (tsf) Fs (tsf) u (psi) Rf M SBT <br /> 0 800 0 20 0 75 0 10 0 12 <br /> —150,0 stiff�Gre <br /> sot <br /> 0�slit <br /> —lSS.O <br /> ............................................ . ......................... .............. .............................. .......... ......................... ......... sat <br /> ........... Cti,"Silt <br /> Chw <br /> sot <br /> ..... My Sat <br /> ...... Silt <br /> —160.0 ....................... ...._...............i.................._.. . ...................i............... ....... ----------- <br /> .. ................... Cw"sat • <br /> Stiff y Gnd� <br /> Silt <br /> stay Fl Gn <br /> ................... ........... <br /> —165,0 <br /> . ........... ..................... <br /> ..... ........... - -- ----- -----....... . <br /> Stiff Flm Grel� <br /> ......................i ................. .. .. ............... -------------- ...................t------- ........ <br /> 170.0 .......... .............................................. -- <br /> Stiff R.G:elmd <br /> C1 <br /> .... . ............................. <br /> (D ............................. <br /> 0 —175.0 . ............. ........ ---------- ------- Silty 6 /Sala <br /> Saff ftm Gni� <br /> .......... ........ <br /> —180.0 ........ ------ ------------- --........... .............................. ....... .... ..... <br /> —185.0 --- - -- --------- ............................................ ..... ............ ..............- .......... <br /> i.......................... <br /> ........... <br /> .......... ---------- <br /> ..........i........ <br /> —190.0 ------------------------- <br /> -------------------------- ----------------------...................... .. .............................. ......... ........... <br /> .......... <br /> —195.0 . .............. ------ <br /> ............................. ...................... ........ ............. ......... ......._._._._i ....... <br /> ......... ....... <br /> —200.0 <br /> Max Depth- 190.11 (ft—) SBn Soil Behavior Type (Robertson and Campanella 1988) <br /> Depth Inc.: 0.164 (ft) <br />