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GREGG METCALF & EDDY Site : Cont. Grain Geologist: J. Wei dmann <br /> Location CPT-03 Date 09: 09: 99 Oe: 09 <br /> Ot (tsf) Fs (tsf) u (psi) Rf SBT <br /> 0 800 0 20 0 75 0 10 0 11 <br /> -100.0 Ilf I III <br /> tiff <br /> a. sat <br /> yc�t <br /> —105.0 ............................i........_..............._.. ._.. ...............i............_.._._. ...... .............. -------------- .. ............... ......... <br /> SR� <br /> Crelvm <br /> 40ft Gtelmd <br /> Clayey Silt <br /> —110.0 .......... <br /> ..... --------.............I............................. ..........I...................... ...... .. .......................... <br /> StIff yfne Gtanm • <br /> Stiff Fire Gn <br /> ............. yI,Y <br /> sat <br /> -115.0 ... ..... ... Hwy <br /> stiff Ift,,,anima <br /> ...................... ..... ................................ .................. . ................. <br /> Qey <br /> 120.0 .................................................. .................... <br /> i My Slit <br /> Silty 0iiy <br /> 0- stiff 1U,,,Gw�m <br /> -125.0 ........ ............... .. ....................................... ._... .....__...-j.........._ ................... ................ <br /> Stiff Ave GrviaIid <br /> vAy sat <br /> Saw Flue G.i <br /> -130.0 . ................................................ .. ................ ................. .................................... ................... ................ <br /> My sat <br /> &ZI <br /> k <br /> -13S.0 .................... . .......................... . ................................. <br /> ...... .................................. .................................... <br /> Sady Silt <br /> Staff 111tiI GI,idd <br /> -140.0 .. ................. .................... ...................... .......... .. ............................ .... ........................... <br /> emev ed 6.m <br /> Stiff film Gre <br /> Silt <br /> t Stiff <br /> Gley <br /> -145.0 ........._............................... ... .................i...................... . ............................... --------------- ................... Ri&R.' <br /> Saty <br /> silt <br /> ........... <br /> .j..._....I myy,,silt <br /> -150.0 <br /> Max Depth: 180.11 (F)— SBP. Soil Behavior Type (Robertson and Campanella 1988) <br /> Depth Inc.: 0.164 (ft) <br />