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E�]G CONDOR Site 6 BLOCK PROJECT Engineer C W)PNELL <br /> - <br /> Local 1on CPT-05 pate 05 02 02 09 59 <br /> qt (tsf) Rf (%} U (psi) SPT N1(50) SBT <br /> 0 700 0 10 0 2,00 0 100 0 <br /> 0 <br /> HAND AUGERED HAND AUGERED HAND AUGERED HAND AUGERED vialefin�d <br /> sandy Silt <br /> Llgyey Silt <br /> —10 Silt <br /> Clayey Silt <br /> Silt <br /> mRy Silt <br /> silt <br /> Silty Clay <br /> Clayey SAL <br /> -20 Stiff Floe Grind <br /> Silt <br /> Stift Fl—Gr inm <br /> -30 tel` <br /> Sandy silt <br /> silt <br /> r. Sealy Spit <br /> silty Smd/SaiW <br /> tF— <br /> tlayey silt <br /> V sang silt <br /> +, Sitty Clay <br /> CL surr Fine c-iaed <br /> Clay <br /> -50 <br /> Silty Clay <br /> anyey Silt <br /> Silt <br /> -60 i,eyey Slt <br /> CClaywy Silt <br /> Stiff Fin Gieined <br /> Clayey Silt <br /> -70 <br /> Clay <br /> Stiff Flne Gtelaed <br /> —�� Clayey Silt <br /> Stiff Fine Grained <br /> Silty Cie <br /> Clayey Silt <br /> Stiff Flee Gralxd <br /> —�0 Max Depth 174 04 (ft) SBT1 Soil Behavior Type (Robertson 1990) <br /> Depth Inc 0 164 (ft) <br /> I <br /> I <br />