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REMEDY Site FRANKS ONE STOP Engineer : G. ROGERS <br /> —ff:e I Location CPT-11 Date : 05: 27: 88 08: 26 <br /> Qt (tsf) Fs tsf U psi Rf % SBT <br /> 0 800 0 12 0 85 0 10 0 12 <br /> 0 <br /> sandy fiat <br /> Sandy silt <br /> —10 _.......'s .................. fillt5 Sand/Sand <br /> .-----•--------------.. ............................. .. ..... ................:............. .-----.. <br /> - silty Sand/Sand <br /> j sandy Silt <br /> .-..... Silty Sand/Sand <br /> silt <br /> silty Sand/send <br /> — <br /> —20 -------------------------- . ...................... y.............. <br /> Silty Sand/Sand <br /> ...... Silt <br /> Eli- <br /> -30t -------------------------------------------------- Q4yey fiat <br /> 4-2 <br /> silt <br /> s� <br /> L i i i i Silty Sand/Sand <br /> CL <br /> find <br /> °7 Q ' Gravelly eAy send <br /> —40 --......•----- -------------i------------ -- ----------------•--------------------- ........................ ------------_--- ....._.__.__....... ..... <br /> fiend <br /> i Gravelly Sand <br /> Gravelly fisad <br /> Sand <br /> Gravelly Sand <br /> —50 <br /> sand <br /> sandy Silt <br /> ........... fill! <br /> —60 --- -------------------------------------------------- .... ............-- ............. -------------- i �...... ..... Silty sem' <br /> and <br /> Sand <br /> —70 --- -------------------- ....-.... ------- _._..._.......... ---.. ...-...........:................ ........... ....... Stiff Fina Graiaed <br /> Silly Sand/Sand <br /> - Stiff Fine Grained <br /> —80 Stiff Fine Grained <br /> Max Depth: 80.54 (ft) SBT. Soil Behavior Type (Robertson and Campanella 1988) <br /> Depth Inc.: 0.164 (ft) <br />