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EG� DTA Site 341 SHELL Engineer B Jf`lKUB <br /> CAMD <br /> RI Location CPT-1 2 Dat e 02 26 SS 12 48 <br /> at (tsf) Fs tsf U psi Rf % SBT <br /> 0 6003 0 15 0 50 0 10 0 1� <br /> 0 Q DRUIED OUT DRUI&D OUT i auI OUT DRI11" OUT Silly&a n� <br /> saty sana/send <br /> Sandy Silt <br /> Silt <br /> —5.0 aviv'"sat <br /> r <br /> Clay <br /> Clayey Silt <br /> Silt <br /> —10 <br /> n O arley Silt <br /> 1 U Saody Silt <br /> But <br /> Stift FSae G—ined <br /> -15 0 s I Clayey silt <br /> Sandy Silt <br /> Stiff Fire Gseined <br /> ci cwy <br /> -�0 0 <br /> Silt <br /> Ci <br /> Slry sat <br /> Sfitty Shad/Saw <br /> Sandy silt <br /> Q -25 0 <br /> Silty Sand/Sand <br /> �t�se�/sana <br /> -30 0 <br /> Sand <br /> slfiy Send/Sand <br /> Stiff Fine Grained <br /> —35 0 Clayey silt <br /> Stiff FineGrai" <br /> C.Sandy Sllt Send <br /> —40 0 s ,- s Stiff Fine Grained <br /> ilk <br /> ty Sand1%" <br /> Sa>,a <br /> -45 0 Pr f <br /> Gmvelly Sand <br /> Sand <br /> Sandy Silt <br /> -50,0 <br /> Mam Depth 60 04 (ft) SBT Soil Behavior Type (Robertson and Campanella 1988) <br /> Depth Inc 0 164 (ft) <br />