Laserfiche WebLink
i . <br /> EGGFOOTHILL ENGINEERING site: of i ver as Geologist: Pienbur 9 <br /> Location CPT-04 Date 03: 07: 01 08: 57 <br /> Qt (tsf) Fs (tsf) U (psi) Rf (%} SBT <br /> 0 600 0 15 0 50 0 10 0 12 <br /> 0 <br /> My <br /> a.yry:;llt" <br /> may <br /> s31ty .clay. <br /> Clay <br /> -10 ............................. --- --- ...................... - -------- ......--.--.. <br /> 5_ <br /> Baty CIV <br /> , <br /> r Silty Clay . <br /> .................. <br /> CY <br /> I - <br /> 1 ; <br /> silty Clay <br /> i <br /> ................ --3Ei; <br /> � <br /> � CRs But <br /> Clayey Slit <br /> _v <br /> Clay <br /> -40 ------------ -------------------- --.--.--.--. , <br /> a <br /> clayey Silt <br /> clay <br /> ., stM F7na Gtalned <br /> Sand . <br /> silt <br /> -50 ................. ........ ------------- silty saad/sBaa <br /> Sand <br /> Si]ty Sand/Sand <br /> '.•"'vJs, ': bilk <br /> w4: <br /> -50 ----------------------------i....----------.............. ----.. l:t <br /> , <br /> aftyey silt <br /> `i silt <br /> �' ilk <br /> -............ ..... .. -- . ------.. -- <br /> stiff F7ne Grained <br /> Bead <br /> Stiff R..Grained <br /> —80 Max. Depth: 125.00 (ft) SBP Soil Behavior 'lope (Robertson and Campanella 1988) <br /> Depth Inc.: 0.164 (ft) <br />