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ADVANCED GEO Site : STALLWOPTH AUTO Geologist : P. DOTSON <br /> Location : CPT-0-4 Dat e : 06: 17: 04 09: 13 <br /> 0 qt (tsf) 600 0 fs (tsf) 15 0 U (Psi) 700 0 Rf 10 0 SBT 12 <br /> —100 <br /> Clayey Silt <br /> Clay <br /> —110 --LI <br /> Silt <br /> y Silt <br /> Clayey <br /> S. <br /> ............. --...._-.--.-... ....-.--.._- C1 ayey Silt <br /> ClltyClaw <br /> Cil at eyC1 aiyt <br /> y <br /> —q�� Stiff Fine Grain <br /> 1 L -- ------------------------- <br /> ------------ ..... ........ ----------'--- 1__-_----.._.--- .----------..-.... _ eySi1t <br /> .-......----... .t..------ ClaySil y Cl ayStiff Fine Grain <br /> Cla <br /> j tiff Fine Grain <br /> —130 .. ----- -.. .----. i- Cemented Sand <br /> ----..-.._---....--- ------- ----------------- ..-....._----....- _. Silty SandiSand <br /> Gravelly Sand <br /> Sand <br /> Cemented Sand <br /> +' —140 <br /> __ <br /> Sandy Silt <br /> G' <br /> ' I W Sample Silty Sand/Sand <br /> Sand <br /> Q —150 --- --- -' .------ ..---- ....--- .... -------- -'--- .... ._.-. --------------- ...... Stt Stiff Fine Grain <br /> -------. gg <br /> Sfayey Silt <br /> Silt <br /> Clayey Silt <br /> Silt <br /> Stiff Fine Grain <br /> —160 ------ - -- - ------- sl�yey Silt <br /> ................... ..--.---.. i t y 1 ay <br /> Stiff Fine Grain <br /> Ell <br /> .......- Clay <br /> Stiff Fine Grain <br /> —170 ---- -------- <br /> -------- ..--- ------ <br /> Silt <br /> ' <br /> Stiff Fine Grain <br /> Clayey Silt <br /> y <br /> —180 ---- ------ - -------------------------- ----- --- - -- <br /> i s <br /> ne Grain <br /> --.. ...... . Clayey <br /> Silt <br /> Stiff Fine Grain <br /> ------ . ., <br /> C1 ye <br /> y slit <br /> -190 -- . GW- Sample .. -- ------------ -----.- . ... ..... .- Stiff <br /> Fine Grain <br /> ._.��...._....:.,. Silt <br /> Stiff Fine Grain <br /> -200 Max. Depth: 200. 13 (ft) SBT: Soil Behavior Type (Robert son 1 950) <br /> Depth Inc.: 0. 164 (it) <br />