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r <br /> C <br /> EGG ��®��I� �1Vlam• Site CONNELL f10TORS Geologist E RI EENBURG <br /> - 1V Location . CPT-05 Date C3. 20: 03 07 55 <br /> qt (tsf) fs (tsf) U (psi) Rf { ) SBT <br /> 0 800 0 M 0 400 0 10 0 12 <br /> -70 <br /> Stiff Fine Grained <br /> Clay <br /> —80- Stiff Fine Grained <br /> GW Sample Sandy silt <br /> Silt <br /> -90 ❑ Soil SamT le clayey silt <br /> Stiff Fina Gralned <br /> 4— <br /> Cleyey Silt <br /> Stift Flee Grained <br /> -100 <br /> C,ayey Silt <br /> C- Stiff Hine Graind <br /> Glaser sat <br /> n Stiff Fina Grained <br /> Q7 Clayey Silt <br /> Stift Fine Grained <br /> MY Clay <br /> an"y Silt <br /> —110 stiff Fine Grained <br /> GW Sample Silty Sand/Sand <br /> Stift Fine Grained <br /> ❑ Soil Sam a clayey silt <br /> Silt <br /> Stiff Fine Grained <br /> Clayey Slit <br /> —120 Stiff Fina Gratnod <br /> Clayey Silt <br /> Stiff Flne Grained <br /> Clayey Ent <br /> Stiff Flee Grained <br /> -130- <br /> MY <br /> QStift Fine Grained <br /> GW Sample <br /> cta.ey sits <br /> SUIT Fine Grained <br /> -140 Max Depth 140 09 (ft) SBTI; Soil Behavior Type (Robertson 1990) <br /> Depth Inc 0 164 (ft) <br />