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ADVANCED ANCED GEV Site LAPRYS AJTO Engineer Q KALM3PCH <br /> - Locatlon.CPT-09 Date 01 ?3 05 10 ,4D <br /> qt (tsf) fs (tsf) U (psi) Rf M SBT <br /> 0 900 0 15 0 600 0 10 0 12 <br /> -100 p ClaylSilt <br /> S i! i no Grain <br /> Cl ayay Silt <br /> 1 <br /> Of tilaf FFLDR Grain <br /> -110 <br /> } No yt <br /> > -- I -- _ 1 <br /> Stiff Fine Grat <br /> rx- <br /> Silt <br /> 6 Sample lvi�'I�°� -tit G,avvllu Sand <br /> sl,.°rt .afi3 <br /> >Ety Sandi5and <br /> --120 <br /> Silt <br /> n t . <br /> t Clayey Silt <br /> � Stlt <br /> -140 - <br /> %j <br /> -140 ylay <br /> I i <br /> I i <br /> }� > Sti+! Fine Grain <br /> 0. <br /> GW Sample - `--- i CS`luey Silt[l} <br /> SiIiy Santl�Banti <br /> CW Sample ' Sravelly Sand <br /> C I Sand <br /> -160 <br /> Stiff Fine Grain <br /> 1 <br /> iyy tlS�iuu1 t <br /> + I <br /> —1-7!0 - - - tauey Silt <br /> S It <br /> I I , Clayey Silt <br /> Silt <br /> -180 - <br /> sw Sample { Itif-j st� ndi5antl <br /> Sand <br /> Sandy Silt <br /> Silt <br /> -190 - CM* Sampl e - - SSBt fd it <br /> St ff iLl Grat <br /> xt <br /> sand <br /> t <br /> I <br /> a <br /> -200 <br /> Max Depth 192 91 0 t) SBT Soil Behavior Tyoe (Pober t san 1990) <br /> Cepth inc 0 164 (it) <br />