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�f� � ���� Site. SHELL 2494 FREMONT ST. Engineer: J.GERBRANDT <br /> — Locat 1 ono CPT—SB27 Dat eo 1 10 020 C5 1 10 28 <br /> qt ( t sf ) f s ( t sf ) U ( psi ) Rf SBT <br /> 0 500 0 10 0 300 0 10 1 <br /> 0 <br /> Vc Ua lrV AlVaAlr undefined <br /> Clay <br /> 'Soil Sampl e stiff Fine Graine <br /> Clayey Silt <br /> silt <br /> Silty SandiSand <br /> —20 _ _ _ _ _ — S-oi 1 Sample Sandy Silt <br /> I I I I <br /> 'Soil Sampl e Silty Sand/Sand <br /> T Silt <br /> —40 — — — — L — —IS-0-fl -sample <br /> Silty Sand,Sand <br /> Clayey Silt <br /> Solt Sample Stiff Fine Graine <br /> Clay <br /> —60 _ _ _ _ F _ —IS-01-1 Sampl e Stiff Fine Graine <br /> Silt <br /> Stiff Fine Graine <br /> + <br /> 'Soil Sample <br /> -__ <br /> Clayey Silt <br /> —8D — — — — — — — — — — — — — — — — — — — <br /> Sample Gravelly Sand <br /> I I --- <br /> Clayey Silt <br /> Stiff Fine Graine <br /> Clayey Silt <br /> Stiff Fine Graine <br /> — — — — — — — — — — — — — — — <br /> —100 — — — — — — — — <br /> Silt <br /> Stiff Fine Graine <br /> GW Sample <br /> Clayey Silt <br /> Silt <br /> -120 - - - - - - - - - - - - - - - - - - - -I - - - - - - - - - ___ <br /> Silt <br /> Clayey Silt <br /> GW Sample Stiff Fine Graine <br /> Stiff Fine Graine <br /> Clay <br /> —140 — — — — — - - —I— - - — — - - - - — — — -4 - - — --- <br /> Stiff Fine Graine <br /> Sam <br /> pl e Stiff Fine Graine <br /> Nax. Depth: 1 50. 1 0 (ft) SBT: Soil Behavior- Type C Robert son 1 990) <br /> Depth Ince 0. 164 (ft) <br />