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EGG CAMBRIA Site 341 SHELL Engineer B JAKUB <br /> Local 1 on CPT-1 1 Dat e 02 24 99 09 22 <br /> Ot (tsf) Fs tsf U psi Rf % SBT <br /> 0 600 0 15 0 50 0 10 0 11 <br /> 0 0 `��-' 1 1111111-11 <br /> DRUla) OUT DRILLU) OUT IlLED qUT DRILLFJ) OUT undefined <br /> nt <br /> silty Clay <br /> —5 0 ! t cClayey Silt <br /> i Silt <br /> s"Ay sat <br /> Sandy Silt <br /> –10 0 - ~} "mb Silt <br /> a Silt <br /> Eyey Silt <br /> Stiff Floe Grained <br /> �-15 0 .� C 5 ,.,sut <br /> clayey Silt <br /> ,r Silt <br /> Stiff FSne GIrined <br /> Sandy Silt <br /> 4-32-0.0 Clayey 5111 <br /> u <br /> Silt <br /> Rif�^ Silt Fine Grained <br /> -� Sandy Silt <br /> Q s Sfl�Silt <br /> –115 O r Sandy Silt <br /> m J LSilt <br /> Silt <br /> Silty Send/Saud <br /> –30.0 _ <br /> Sand <br /> Silty sand/Sand <br /> Cemented Sand <br /> Stiff Flne Grafin <br /> –35 0 - Cemented Sand <br /> Stiff Fine Grained <br /> 3wI ^^ itT7luetGrained <br /> –40 0 1 > _, ItallI <br /> Stiff Finn Grelned <br /> Sandy Silt <br /> Stiff Firm Grained <br /> i sandy silt <br /> —45 0 ` Silty Sand/sand <br /> Cemented sada <br /> Stiff Flee Crafoed <br /> –50 0, <br /> Max Depth 60 04 (ft) SBT` Soil Behavior Type (Robertson and Campanella 1988) <br /> Depth Inc- 0 164 (ft) <br />