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EC7G Site HESS DUBCI S Geologist BILL LITTLE <br /> ADVANCED L$ O <br /> Location : CPT-03 -Date 1 1: 15: 02 08: 29 <br /> qt (tsf) fs (tsf) U (psi) Rf (%) SBT <br /> 0 Gw mple 0 20 0 400 0 10 0 12 <br /> --80sort nueGrained <br /> Clay <br /> .. .., Stift Fine Grained <br /> Clay <br /> Stiff Fine Galed <br /> —g0 ............................ .....-. _.......... -------------------- silty nay <br /> stiff Fine Grained <br /> Clay <br /> 7 <br /> .. .............: Caye <br /> y silt <br /> ay"Silt <br /> `100 . ............................. ........ ..._......... I line G <br /> ralaed <br /> y <br /> Clayey <br /> Silt <br /> 611ty Clay <br /> clay <br /> Stift Fine Grained <br /> r� ............................i..--....--.... ...... -.....-- .-......- .--.........-. ............. ...........-.. .. .......... sandy Silt <br /> GW ample <br /> sot <br /> Clayey silt <br /> 4_3 stiff Fine Grafted <br /> a <br /> °1 --120 •----- ,.. .....---- --.... qy <br /> . .........................1....- ....-.....-...-..-... .-. .-....�-------....-.....-.--- ..- ... r -. Siff!line Grained <br /> SaniY silt <br /> Stiff Fine Grataad <br /> •-130 .................. -•-�-•- - --- -•-- - - <br /> - -- -----• <br /> ------- ------- ..................... - sseilnt a <br /> send/Sane <br /> -•- <br /> stifffeyeenrl Grained <br /> ...,. stiff Fine tGratned <br /> Clayey silt <br /> Silt,clay <br /> M <br /> S sat <br /> -140 . ...... ..................... ...... ..----.--.. t <br /> - : .,! Silt su <br /> E silt <br /> clayey Silt <br /> Stiff Flee Grained <br /> Silty send is" <br /> -160 Max. Depth 150.26 (ft) SST. Soil Behavior Type (Robertson 1990) <br /> Depth Inc.: 0.164 (ft) <br />