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�EC'G FOOTHILL ENGINEERING Si t e: 01 i ver as Geol oqi st: i f enbur q <br /> ® Location : CPT-05 Date 03: 07. 01 10: 28 <br /> Qt (tsf) Fs (tsf) U (psi) Rf ( ) SBT <br /> 0 600 0 15 0 50 0 10 0 12 <br /> 0 <br /> Cloy <br /> Stiff W. <br /> Grained <br /> io <br /> MY <br /> Stiff Rm Gmimd <br /> , <br /> 2a <br /> , <br /> - ................. ----- <br /> Stiff V—G„i"ed <br /> —30 --- ------- ---------- ..... <br /> CIO <br /> —�40 ....... ..........---.-- -.. .--- ......... <br /> Greimd <br /> Stiff F1rrc <br /> stiff Fl",amined <br /> Sandy silt <br /> &emv silt <br /> silty FaM/&Mnd <br /> -'50 ........................ "' GieCally sand <br /> ............... - --- -.-..... <br /> -...--- -----T--'-. .. <br /> 511tp Sand/Sa� <br /> bend <br /> Sandy Sift <br /> Silt <br /> —60 ----- -------------- --- ilt <br /> SandT 5 <br /> Silt <br /> Slit <br /> O"ry Silt <br /> —70 -----' <br /> , <br /> Ony <br /> Stiff FILM GJ.. and <br /> —80 Man. Depth: 93.17 (ft) SUP Soil Behavior 'lope (Robertson and Campanella 1988) ' <br /> Depth Inc.: 0.164 (ft) <br />