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METCALF & EDDY Site : Cont. Grain Geologist: J. Weidmann <br /> Location CPT-02 Date 09: 07: 99 11: 50 <br /> Qt (tsf) Fs (tsf) u (psi) Rf SBT <br /> 0 800 0 20 0 75 0 10 0 12 <br /> —100.0Gem <br /> . . . <br /> Silt,S.mAlm <br /> sat <br /> —105.0 -------- ----------- -------- ............... - - ---------- <br /> S�y Silt <br /> sot <br /> a�Silt <br /> Gno—i <br /> —110.0 .... .....................j_.........._....._.-._..- <br /> ........ ... ............... .......i ..... ............i.,................. ..... silly&nd/�m <br /> sem <br /> S--V� <br /> ........... ch�y Silt <br /> —115.0 <br /> ... ........................i.-..-.--..-.-.--.-....-...... .... ...................................... ----------------................ .............. -4 <br /> stiff�G� <br /> aeyay Silt <br /> ..... sat <br /> cl�,Sat <br /> cl- 120.0 .... ................................................... ........ ------------i...................... ---.. .. .......................... ---------------- ................ Stfff�o� <br /> aamy Sat <br /> cl- <br /> o —125.0 -- -- -----------............................. ... ................ ----- -4-------- <br /> S"y sat <br /> Mt,Silt <br /> ........... <br /> --- .- ------------------- sat <br /> ------------- - -- ----------------...................... ..... ............... .............. ......... 4 ........... <br /> ........... <br /> M�Sat <br /> S..I,Sat <br /> —135.0 --------- --------------- - ..................... ..... ........ ----................ .. .................................. <br /> i <br /> ..... sat <br /> I r-ty <br /> g <br /> a <br /> mw Sat <br /> Stiff fl G:ninm <br /> —140.0 ............................. .. ................. ..................... ..... ................... ...— .......... ......... <br /> SUH n—G-1-1 <br /> simt pt :,. <br /> 9 <br /> —145.0 . .................. .......------------------ ----------------------.................... ...... --- ................ <br /> .. . . ...... ...... <br /> silly S"/Gem <br /> Site Fl G.i <br /> —150.0 <br /> Max. Depth: 180.11 (R) SBII. Soil Behavior Type (Robertson and Campanella 1988) <br /> Depth Inc.: 0.164 (ft) <br />