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r M = r M ■r ■r MEGG �r r■ r rr �r r rr r <br /> 4r <br /> i <br /> BROWN & CALDyI'ELL, Site T & T TPUCKI NG Gecl oqi st C SPEY <br /> - Location CPT--04 Date 06 10: 03 10 26 <br /> qt (tsf) fS (tsf) U (psi) Rf (%} SBT <br /> 0 700 0 20 0 400 0 10 0 12 <br /> —70 <br /> Stan Ane Grained <br /> Clay <br /> Stift tine Grained <br /> -$o n � Glgp <br /> LJ 1G1P Sample <br /> LJ stiff RM Grained <br /> Silty Sand//Sand <br /> --90 y Sante sut <br /> Cemented Sand <br /> azy"Y silt <br /> Clay <br /> +' GW Sample sun twe Graimd <br /> —100 Clay <br /> silty any <br /> a clayey gilt <br /> M Clay <br /> M <br /> GW Sample <br /> —110t Stift tlm Grained <br /> Silty Send/Sand <br /> 1 0 sStiff and PInu Grained <br /> L <br /> r ti Sandy Wt <br /> Silt <br /> Stiff t5m Graimd <br /> C7e3ey Silt <br /> —130 Stiff tine Grained <br /> —140 Max Depth 130 08 (ft) SUP Soil Behavior Type (Robertson 1990) <br /> Depth Ine 0 164 (£t) <br />