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METCALF & EDDY Site : Cont. Grain Geologist: J. Weidmann <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 12 <br /> -150.0 <br /> SUff H.Gtsl <br /> MSfit, <br /> silt <br /> GmwUy Seed <br /> -155,0 .......................................... ................................ ._...._j............_. <br /> -160.0 <br /> SUL <br /> • <br /> ............................. .......... .... ...................... ............. .............. .................... ..... <br /> Sax nt.,I GLeiLmd <br /> ..... Sflt,S..d/S <br /> SL,,d <br /> GMwU, <br /> -165.0 ....................... ......................... .................... . .. ............ ............ S=dy SUL, <br /> stid nae Gm <br /> Cemented Sand <br /> SIILLY sat <br /> Stiff Ywe Gm�aed <br /> T <br /> T I . I . <br /> L,- -170.0 .... ..... ------------............................ .............. ......... ...............i-------------- <br /> suff G� <br /> -C <br /> V �......... SILLS,SGL <br /> �LaIl SILLS1 <br /> SUIT nLI,Gm <br /> .... ..................................... .............. ............... ................... <br /> O <br /> ... ..................................................... ------ ttLsy SUL <br /> 75.0 <br /> SOW M.G� <br /> -180.0 ............................ .... .............. ................. . ...... ................ .. ................................. <br /> .................... <br /> ........... <br /> -185.0 ...........----------------------------- ...................... <br /> ......................----------------- ----- ---------------........... ................... I <br /> .. <br /> .......................... <br /> .... <br /> ........... <br /> -----------........ <br /> -190.0 .._..._...--._...........i...................... .. ......._............ <br /> ..................... ..... -------------............. ........_._......i............. ..................... .......... <br /> ...........----------- <br /> .................... <br /> -195.0 - ---- ---- ---------I <br /> ............................. <br /> ................................ ...... .......................... --------------------................... ...................... <br /> ...........-------- <br /> ...................... <br /> .................. <br /> -200.0. <br /> Max Depth; 18 0.11 (ft) SBTI.. Soil Behavior Type (Robertson and Campanella 1988) <br /> Depth Inc.: 0.164 (ft) <br />