Laserfiche WebLink
EGGFCAiLIFORNIUA <br /> GEOPHYSIC 1te : 749E. CHRRTER WRY Engineer : J . CUSSEN <br /> �7 d7L 1. ocaticn : 9 - 4 <br /> Date : 07 : 20 : 05 12 : 56 <br /> qt ( tsf ) fs ( tsf ) u ( psi ) Rf ( % ) SBT <br /> 0 300 0 15 0 600 0 10 0 12 <br /> H n ug.Gjr a uge d u er I a er I HIM undefined <br /> -77 <br /> Silt <br /> Clayey Silt <br /> Silt <br /> MSoil Sample slit <br /> —20 -- ----------.—.....':-------_..............._ Clayey Silt <br /> ' _�-...__.._— ----- - -:...-----_---- -------- Silt <br /> Sample <br /> _ Silt <br /> ..II -----I. Clayey Silt <br /> —40 .-..__._-..-.-._. I_.._......_...' p - ..._. -.. ----------- —._----.._---- ._......_.. ...... ........... Clay <br /> ..._. . I....._._._._.-.-. <br /> I <br /> Clayey Silt <br /> of Sample <br /> ....._._. Claf®F ait <br /> Stiff <br /> Gra <br /> in <br /> -60 ..... <br /> .... . ....... ......._. Silty Clay <br /> va ciay I <br /> Stiff Fine Grain <br /> r , GW Sample clay <br /> C Cla <br /> C1 f.+ Suzy <br /> y Clay - <br /> o -80 - - .. ......-_ . .. ......_ - <br /> ..--...._..._�. --------- ---r_........ clay <br /> GW Sam le stiff Fine Grain <br /> p silty Sand sand <br /> _. silty Sandisand <br /> — 100 . k1i <br /> Gtiff Fine Grain <br /> Silt Silt <br /> Clayey Silt <br /> . , Clay _ <br /> — 120 ..------ e Grain <br /> Sample ".?, s: <br /> Sand <br /> Stiff Fine Grain <br /> Clayey Silt <br /> Stiff Fine Grain <br /> — 140 ----- <br /> ---------- ...>.... . '-------....__ stiff F. ne Graln <br /> Sample " Clayey Silt <br /> silty Clay <br /> SampleI clayey silt <br /> — 160Gtlff Fine Grain <br /> Hax , Depth : 160 . 10 Cft ) SBT: Soil Behavior Type (QI(f ertson 1990 ) <br /> Depth Inc . : 0.. 164 Cft ) <br />