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• • 0 <br /> EGG FOOTHILL ENGINEERING Site : 01 var ez Prop. Geologist E.Ri f enbur g <br /> Location : CPT-01 Date : 09. 15: 99 11: 02 <br /> Qc (tsf) U (psi) Rf (%) UVIF (Volts) SBT <br /> D 600 0 50 0 10 0 10 0 12 <br /> 0 <br /> DRU T) OUT DR=D OUT DRILLED) OUT DRILLED OUT Undanued <br /> s�ltt tM Gralrxd <br /> Clayey silt <br /> 10 ------- -------------- ..... t <br /> ........... ....... a <br /> s <br /> fiat <br /> sut <br /> �0 ------------------------------ .. ..... ------- - ----.... .........--... <br /> - —_ <br /> sut <br /> L <br /> sut <br /> silty s+uaA" <br /> silty Sand/Smd <br /> -30 <br /> 4 <br /> Sad <br /> 4-5Q <br /> -40 <br /> . Baty Smd/Saod <br /> sandy silt <br /> silty Sand/Sand <br /> -50 ........... ........ .. _ <br /> saga <br /> .. Gravelly bend <br /> Sand <br /> Send <br /> -60 ....... <br /> Sand <br /> silty sand/Send <br /> Sand <br /> -70 .--.----. -------- ..--..... <br /> ...........................:.......... ............. <br /> ---_= Gravelly sand - <br /> sand <br /> -. `. Gravelly,send <br /> Gravelly sand <br /> a, <br /> —80- <br /> Max. Depth: 80.05 (ft) SBT: Soil Behavior Type (Robertson and Campanella 1988) <br /> Depth Inc.: 0.164 (ft) <br />