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EGG <br /> FOOTHILL Site: 300 CALI�DPNIP Seolcqist: M. ULACH <br /> Loc:at i on- CPT-07 Date: 12: 36. 04 14: 44 <br /> qt (tsf) 400 0 fs (tsf) 15 0 u (psi) 400 0 Rf 10 0 SBT 12 <br /> 0 . . . <br /> HAND AUGERED HAND AUGERED HAND Alb <br /> GERED HAND AUGERED <br /> silty CIO <br /> Clayey Silt <br /> —10 <br /> L <br /> t <br /> 1.r,Sil <br /> ---------------- <-------------------- ............ ........ ..........-- <br /> ------------ ........... <br /> Clayey Ent <br /> Clayey Silt <br /> j Silty City <br /> Clayey silt <br /> silty clay <br /> —20 ------ ................. ..............— ....... ............. <br /> ........... ....... --------- Clayey Silt <br /> Stiff Fane Grained <br /> Sancky Silt <br /> Cemented Sand <br /> —30 ------------------------ ....... .......... ....... ......... ........... Sandy silt <br /> ❑ ............. <br /> Soil Sample <br /> Silty sena/sand <br /> C1 <br /> Silty Clay <br /> GW Sample <br /> clay <br /> Silt <br /> —40 -------- ............. . . ..... ............. >----------------:------------ .............. clayey Silt <br /> ❑ Soil Sample <br /> SUN Fine Graind <br /> Claymy silt <br /> GW Sample Silty Clay <br /> Clayey Silt <br /> —50 ---------------------------I <br /> ...................... Silt <br /> Sample ---------- - ------ ............. -- -------- . ...-r..--------------- .... <br /> Silt <br /> Clayey Silt <br /> Chyy gut <br /> myey Silt <br /> —60 ................. <br /> -------------- ----------- ....... ---------- ........... <br /> ------------------- ---------- <br /> Cayey Silt <br /> silt <br /> clayey Silt <br /> Stiff Eine Gmired <br /> —70 <br /> Max. Dept4, 125.33 (ft) SBT. Soil Behavior Type (Robertson 1990) <br /> Depth Inc.: 0,164 (ft) <br />