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40 as so , . <br /> FOOTHILL ENG. Site CCNNEL_L_ MOTORS Geologist E PIEENBUPG <br /> — Location CPT-04 Date 03 le 03 13 54 <br /> qt (tsf) fs (tsf) U (psi) Rf SBT <br /> 0 600 0 C0 <br /> -70 0 400 0 10 0 112 <br /> Stift fine Grained <br /> Clayey silt <br /> Silt <br /> Sandy Silt <br /> -80 Clayey Sat <br /> Sandy Silt <br /> GW Sample silty Sand/Sand <br /> Sift <br /> -s0 MM slit <br /> stiff Fine Grained <br /> slit <br /> GW Sample sety s� <br /> u /Sand <br /> u i silt <br /> � Clayey Silt <br /> -100 <br /> � <br /> Stiff Fine Grained <br /> Q <br /> Q7 <br /> Clayey silt <br /> silty Clay <br /> Clayey silt <br /> —110 Stiff Fine Grained <br /> ❑ Soil Samy le <br /> Silty Clay <br /> Stiff Fine Grained <br /> Clayey Silt <br /> —120 GW Sample <br /> Stiff Flue Grained <br /> Silly pay <br /> Stift Fine Grained <br /> Clay <br /> —130 Silty pay <br /> Stitt Fine Grained <br /> Soil Sam pas. <br /> Clayey But <br /> Q Stiff Fine Grained <br /> GW Sample meted Sand <br /> Stiff Fine Grained <br /> -140 Silt <br /> Max. Depth 140 09 (ft) SBT Soil Behavior Type (Robertson 1990) <br /> Depth Inc 0 164 (ft) <br />