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Si t STFILLW PTH Engi HEP ADV. GEOENVIRONMENTAL Locaticn : CPT - 05 Datei 01 : 26t 06 04 : — Location : CPT - 05 Dat e: 01 : 26: 06 04 : 38 qt Ctsf ) fs ( tsf ) U ( psi ) Rf C % ) SBT ❑ 400 C 10 ❑ 500 0 10 1 – 100 - -_ _ _ Clayey sur -- - Stiff FineGretna Claw Silty Ctay GW Sample - s[ ll Sily sandsand Sill tif — 110 _ _ _ _ _ _ _ _ _ ri _ _ _ _ _ _ _ _ _ _ _ _ _ _ JI _ _ _ _ _ _ _ Stiff Fine Gretna I I Clayey Silt Silly Clay li Clayey Silt _ . a[ y Clay 55 ..A„ Sandy 5 Lr _ _ _ i _ _ _ _ _ y _ _ _ _ _ _ _ _ I _ _ _ _ _ _ _ .e _ __ Sandy Sit [ - 120 _ _ _ _ _ _ - -GW Sample _ _ _ _ _ _ I _ _ _ _ _ _ _'I _ _ _ _ _ _ _ _ _ _ _ _ _ Silty — Cie yf Fine Graine Sv I yew Sill Clayey Silt — 130 - - - - tel �ff Fis".�ltcraine _ _ _ _ _ T _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ yev - Stiff Fi Graine Clayey Silt ._ Stiff Fine Graine Mimi', I, Cl aye�l ai It n I i l siYt v – 140 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ sat - --- - -- -] Stiff Fine 3raina Silt Stiff Fine Graine Clayey Silt Silt Q- _: Siff Fine Graine � – 150 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -, Clayey Silt Silt i I Clayey Sill - 160 I I _ _ _ _ _ _ _ _ _ _ Sit [ Clayey Sili Silty May Silly yClaw - 170 _ _ _ _ _ _ _ _ 1 _ _ _ _ _ _ _ _ _ _ _ StIN GW Sample Sand Sand/Sand Silty sand.Sana ' Sand - 180 _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ San dy sandsan I Silty Sandsand Sand — 190 �7 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ silt aye* yfe ckne `Graine ciryy i{I;avY t j 'Sill —2 ❑ ❑ I Max . Depth : 200 . 13 ( ft ) SBT : Soil Behavior Type ( Robertson 1990 ) Depth Inc . : 0 . 164 ( ft )