Laserfiche WebLink
s it 0 <br /> EGA ADVANCED (�E® Site HESS DUBCI S Geologist BILL LITTLE <br /> ii 1 v L I Location . CPT 04 Date . 1 1: 15. 02 13- 24 <br /> qt (tsf) fS (tsf) U (psi) Rf (%) SBZ <br /> 0 700 0 20 0 400 0 10 0 12 <br /> 0 <br /> HAND AUGERED HAND A,JGERED HAND AtGERED HAND AUGERED UndmIned <br /> - �', Clayey Sllt <br /> —10 ... ........................ — E Silt <br /> — -- <br /> Clayey Sat <br /> saty Clay <br /> Clayey Sat <br /> Stiff Fine Grained <br /> • <br /> silty <br /> ©.y <br /> —20 .. ........................... .................... <br /> •.........------- ------ Clay <br /> 6GtlPf tine Grained <br /> ^ —30 -'...'...................... -'--.........-_........ - Clayey silt <br /> • <br /> Clay <br /> -------... - - <br /> --------------- <br /> ................. Bey <br /> clayey Silt <br /> Clay <br /> Silty Clay <br /> Q I <br /> --40 y <br /> ..-----. .............. + ..------ ----- ........... l....-...... <br /> Stiff Flee Grained <br /> .,.... Clay <br /> Suety Clay <br /> Silty Clay <br /> —50 -----•- ........... ....... y <br /> Clayey Silt <br /> -.............. ------------------- ---I........... Silt clay <br /> CLpey Sac <br /> l <br /> Stiff Fine Grained - <br /> clayey Silt <br /> �6 0 -- ----------- •----------- ...... ` ........... -"--'-.... ..... tiff Fina C <br /> mined <br /> -- clayey sat <br /> Stiff pie Grained <br /> Clay <br /> --70 ---------------- ............................. ............ <br /> silty`lay, <br /> . ------- .. ............. <br /> GW Sample <br /> Stiff Qlne Grained <br /> —SO <br /> Max Depth: 110.89 (ft) SBT. Soil Behavior Type (Robertson 1990) <br /> Depth laic.: 0.164 (ft) <br />