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METCALF & EDDY Site : Cont. Grain Geologist: J. Weidmann <br /> Location CPT-06 Date : 09: 10: 99 10: 31 <br /> Ot (tsf) Fs (tsf) U (psi) Rf (%) SBT <br /> 0 800 0 20 0 75 0 10 0 12 <br /> —50.0 1 lift I <br /> ........... <br /> ........... <br /> —55.0 ...........................i------_-....-..-..-.._. .................. ........... .... .................... lu�y SUL <br /> Silty City <br /> ........... <br /> 114,sat <br /> t <br /> —60.0 ... ........................ uG stiff Paitt GaLliid <br /> • <br /> I............................. ...... ----------------------- ...............4................ .......... . ............... <br /> at.0 Sat <br /> Silty 6tad/8"'A <br /> --- Stall,silt <br /> Silt,sotitlAttm <br /> —65.0 ............ <br /> ...................... ..................... .............. ...... .... ................ <br /> SW F Gaitinixt <br /> silty 6 /Stti,,t <br /> a" <br /> —70.0 - -------------- <br /> ............................. ---------- .............................. ... ...............---------------- ...... ............................. <br /> silt,stitd/6nm <br /> snail,sat <br /> SUIT Rat Griatd <br /> Q) —75.0 ............. ........................................... staId <br /> ............... ............ ---- ------------------------- .............. ................ <br /> Stiff]Flaii onlaid <br /> —80.0 ._................................a..................... .--.-. ..............j........_............ ........_......_.t. .......... SCaIyT <br /> litme atiitnm <br /> Cay <br /> —85.0 ... ..._...._.._ ----------------------------- .................... ... ....— <br /> ................ ------- --- ------------ <br /> • <br /> SUIT M.aiiditIed <br /> chty <br /> I SILLY R.Godmit,d <br /> —90.0 . ................._.._...y..""_._.--..-.._-.....-. <br /> ... ....................................... ..... ............................... ..................... ............... C]" <br /> Cl'w SUL <br /> —95.0 ........ ........ •.....-...................... .................. ......... <br /> ................................ ... <br /> SUIT itiat,Gaami <br /> —100.0 L <br /> Max. Depth; 169.12 (ft) SBT1. Soil Behavior Type (Robertson and Campanella 1988) <br /> Depth Inc.: 0.164 (ft) <br />