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.qREGO METCALF & EDDY Site : Cont. Grain Geologist: J. Weidmann <br /> Location CPT-04 Date : 09: 09: 99 12: 18 <br /> at (tsf) Fs (tsf) U (psi) Rf M SBT <br /> 0 1 . P 800 0 20 0 0 7 1 5 0 10 0 1 1 2 <br /> -50.0I I I P P . i...1. <br /> ............ silty MY <br /> .i...._..... CLyey 6111 <br /> CIV.......... <br /> oh�Silt, <br /> -55.0 ................... <br /> ------------------- ................................. . ......................... .............. ...................... i............ RK Cw <br /> Silt <br /> ..... ... But,clt,, <br /> ......... Qy Silt <br /> -60.0 . . . .................. .................. ........... Silty My <br /> ....................... ........................................... .. ...............---------------- ................. <br /> ........... <br /> ........... a�Silt <br /> -65.0 ........................... <br /> .. ....................................... ..... --------------............ ............. ....... <br /> Silty CIRY <br /> Clayey Silt <br /> But <br /> But <br /> I But <br /> ............................. .. ........................................ ..... <br /> ct- -70.0 .. ............ <br /> 0�But <br /> OL <br /> o -75.0 ......... ..... <br /> ... ----- ................... SLUT Flo G�Itwl <br /> .......... III <br /> L t <br /> cremea <br /> -80.0 y y <br /> .. ..................---------------------- ........ ........................... ....... .................. <br /> .......... M'y But <br /> silty(ML, <br /> ciLy"But <br /> -85.0 -- ----- ----------...................................................... .......................................- .......... -------................ ............... .................... It,My • <br /> Y%G� <br /> ty <br /> t <br /> SUL,CIV <br /> ............... <br /> . . . ............... .. <br /> —90.0 ........._p.._...._.__ ............... ................. mm Silt <br /> -95.0 . ............. <br /> ............... ...... .......... ......... -------------------...... ..... <br /> ........... ....................... <br /> Stiff R.Gre <br /> cue sue <br /> —100.0 <br /> Max Depth: 178.14Ft)-- SHE Soil Behavior Type (Robertson and Campanella 1988) <br /> Depth Inc.: 0.164 (it) <br />