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EGG , Site • LARRY$ AUTO Engineer D KALMBACH <br /> ADVANCED GEQ <br /> I Location . CPT-G8 Date 12 14 04 14 53 <br /> I <br /> 0.OK qt (tsf) 1 OK 0 f s (tsf) 2U o 0 (psi) 70t3 0 Rf (%) 10 0 BBT 12 <br /> 0 <br /> Hand Auger Hand f�uger undefined <br /> Hand Auger Hand huger <br /> ' i Clai, <br /> _10 _ -__ t - <br /> 4 _ Silt <br />� Sttff ff Fine Grain <br /> Ct ay <br /> 2 <br /> C � <br /> � i � Silty Glay <br /> Clay <br /> f <br /> 30 i t Silty Clay <br /> 7 <br /> Clay <br /> clayey Silt <br /> r <br /> Cl ay <br /> . . 5 ILL, Clay <br /> —�ry <br /> 'N lJ - - - - t - C_ayey Silt <br /> 4- r! <br /> 4 Silty Clay <br /> C l C p <br /> G -50 tt\ -- > GA Sample � -- � t S Sii y til aiyt <br /> ❑ J I StIH Fine Grain <br /> Clayoy Silt <br /> flty cla <br /> 5i"t <br /> p�tyey*lay <br /> w cl ay <br /> GIS SStllpl@ Stiff Fine Grain <br /> } <br /> SanCy Silt <br /> Silt <br /> -70 r - -- a 11yoy Slit <br /> R��yey'Sl'i5 tGr ai <br /> Si t <br /> SS}if cknv Grat <br /> a <br /> ty y <br /> t C ayey Silt <br /> pp i ___ -- - "" tg iff Fine Cr a1 <br /> —dJ� S lt1, Ciai� <br /> Clayey Silt <br /> Clay <br /> Clai,oy Silt <br /> i tt L� <br /> layey�jllt <br /> —90 �L ay <br /> St ff Fino Grain <br /> r C1 ayvil Si It <br /> k Stiff Fine Grain <br /> I Clay <br /> -100t,ax Dep'h 19i 92 eft) SST Soil Behavior Type (Robertson 1990) <br /> Depth Inc 0 164 (it) <br />