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E <br /> ADVANCED GEO Site LAPPYS AUTO Engineer D KALMBACH <br /> Location CPT-08 Date . 12 14 04 14 53 <br /> 0 OK qt (tsf) 1 OK 0 fs (tsf) 20 0 u (psi) 700 D Rf � ) 10 0 SBT 12 <br /> -100 1 t r i i i C+ayey Silt <br /> Stiff Fine Grain <br /> I <br /> GA Sample s}� r sand sand <br /> f-t <br /> I I <br /> -11D - - - - Silt <br /> I - I <br /> jj:yPy Silt <br /> t a4llfell Silt <br /> 1 FRRa Grai <br /> I ."M ,.fig tdU g.1 il7idi5and <br /> s`f't4.F` any Stlt <br /> I <br /> i I St if+ Fine Grain <br /> —120 i I _ r - - I Sia yey Silt <br /> CCglayey SLI <br /> - -_ = jand F1faiQ Grain <br /> GW Sample and <br /> r v*Ilwj Sand <br /> f1 t � 11 y Sand/Sand <br /> 130 t Si L t <br /> Clayey Silt <br /> I Clayey Silt <br /> S iff Fine Grain <br /> t <br /> C ayQy Silt <br /> -140 <br /> CIatey Silt <br /> v <br /> I <br /> Si It <br /> I ClaL,ey Silt <br /> F k <br /> Stiff Fine Grain <br /> CL <br /> -15D <br /> y Clay <br /> � E <br /> I <br /> {+i so.i Sa ple I S of Fine Crain <br /> -180 ----- c a Sample - - - __ _ __ Silt <br /> r I <br /> Stiff Fina Grain <br /> L <br /> �`t }F �'�"iac�v ne SGrain <br /> CLayoy Silt <br /> "170 S IIf$ Fine Grae <br /> I i Silty CLay <br /> Clayey Sil <br /> I I <br /> ^- ' t Sti'4 Fine Brain <br /> -150 Sample _ -_ <br /> I Silcl. SandiSand <br /> an <br /> r <br /> It Hied Sand <br /> � Stiff Fina Crain <br /> I C ayety Silt <br /> I _ u Silt <br /> -190 » »I- BW Sample j Stl y SandiSand <br /> I I <br /> i <br /> I � f <br /> I <br /> -200 Max Depth 191 92 C •) sBT Soil Behavior Type Mober t son 1990) <br /> Depth Inc 0 _54 (ft) <br />