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HEtE <br /> Site Former P no Geologist J Pamage <br /> AMAGE Location CPT-01 Date 09 11 Go 09 19 <br /> Qt (tsf) Fs (tsf) <br /> 0 (psi) Rf M SBT <br /> 0 500 0 20 0 225 0 10 0 12 <br /> —50 0 y siltt <br /> Clay <br /> Stiff Fine Gralned <br /> air9Gess <br /> rMay Gilt <br /> —55 0 <br /> } �"�� Silt FYna Gnatncd <br /> Snnd/Sem <br /> SUM RM Grained <br /> Sends silt <br /> —60 0 %ndy silt <br /> suty pay <br /> any"Sut <br /> —65 0 Stiff Flan G—ined <br /> i <br /> Ce tsd Send <br /> .. Sandy But <br /> � —70 0 A Oemeatad Sand <br /> stiff Flea Grained <br /> rw <br /> +, <br /> Stiff Fina Grained <br /> a <br /> —75 0 _ silt <br /> sandy silt <br /> ifltx saod/sena <br /> —Z sera <br /> aX4 Send <br /> —80 0 suty sand/sesd <br /> xrmmzxmm S" <br /> suty Band/9and <br /> —85 0 SAndIr sand <br /> MAY <br /> suty clay <br /> a6l <br /> ` l ' Bu Grained <br /> —90 0 � neGraid <br /> Ry <br /> Stip(Flee Creme' <br /> —95 0 Silty sand/Sand <br /> �yF'St <br /> ininea <br /> tea Sand <br /> —100 0 Max. Depth 100 06 (ft) SBT Soil Behavior Type (Robertson and Campanella 1988) <br /> Depth Inc 0 164 (ft) <br />