Laserfiche WebLink
�f� � ���� S> tee SHELL 2494 FREMONT ST. Engineer: J.GERBRANDT <br /> — Locat 1 ono CPT—SB26 Dat eo 1 10 020 C5 13039 <br /> qt ( t sf ) f s ( t sf ) U ( psi ) Rf SBT <br /> O 500 0 10 0 300 0 10 1 <br /> 0 <br /> Air V c > r Ua it V Ai U undefined <br /> Clay <br /> Stiff Fine G-1— <br /> 'Soil <br /> raineoSoi1 Sample clayey Silt <br /> Silt <br /> I I <br /> —20 — — — — — — —'s-0-fl -sample <br /> Sandy Silt <br /> 'Soil Sample sandy Silt <br /> I I I <br /> —40 Clayey Siltmi1Spl <br /> S it <br /> Clayey Silt <br /> Silt <br /> Sol 1 Sample Clayey Silt <br /> Stiff Fine Gr ai ne <br /> —60 _ _ _ _ F _ _o S-oi 1 Sample _ _ _ _ _ _ _ _ _1 _ _ _ _ _ _ — sandy Silt <br /> Stiff Fine Graine <br /> + o Solt Sample Sandy san dis and <br /> In <br /> of Silty Sand/Sand <br /> W I i <br /> —SO — — — — — — — Sample Sand <br /> Gravelly Sand <br /> I I I I <br /> I I I I I <br /> —100 - - - - - � — — — — — — — - - I— — — — — - - — — — — <br /> — - - — - - — — — - - <br /> I I I <br /> I I I I I <br /> I I I I I <br /> I I I I I <br /> I I I I I <br /> —120 — — — — — — — — — — — — — — I— — — — — - - -1 - - — — - - — — — — — — <br /> I I I I I <br /> I I I I I <br /> I I I I I <br /> I I I I I <br /> I I I I I <br /> —140 — — - - — -4 — — - - — — — — — I— - - - — - - -1- - — — - - -4 — — � — <br /> I I I I I <br /> I I I <br /> Max. Depth: 90.71 (fl) SBT: Soil Behavior Type C Rober t son 1 990) <br /> Depth Ince 0. 164 (ft) <br />