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ADVANADVANCED �u E® Site NOMELLI N1 CONST Geologist T CUELLPP <br /> CED Li Locat i an CPT-01 Dat e: 02. O5 04 13 00 <br /> 0 qt (tsf) 400 0 fs (tsf) 20 0 U (psi) 400 0 Pf 10 0 "T 1� <br /> HAND AUGERED HAND AUGERED HAND AUGERED HAND AVGERED undefined <br /> =n- <br /> -10 _ SUL <br /> Clayey Sllt <br /> Stiff Fine Gtalned <br /> Qky <br /> My ay <br /> -20 — <br /> Clayey Silt <br /> Clay <br /> >;tit <br /> clayey Slit <br /> —30 SLi f Nine Grained <br /> €. <br /> f rc t B•ild <br /> a3Y rs <br /> Silt <br /> Silty Clap <br /> -40 silty clay <br /> r� - E!ray sftt <br /> 4- <br /> Cemsnted 8a� <br /> silty Sand/Saad <br /> Q <br /> Stiff Fyne Grained <br /> o -50 Suff Fyne Gminea <br /> Clay <br /> Clayey Silt <br /> --60 GW Sample Stun Fyne Grained <br /> stvi��raiaai <br /> S y <br /> Clayey silt <br /> I <br /> nay-70 ■ S(MI Sample stiff Fyne Grained <br /> Clay <br /> Silty Clay <br /> Silty Clay <br /> Clay <br /> —80 Sample j st�iffvFine Grained <br /> 8�C1gy <br /> Clayey Silt <br /> Stiff Fyne G.M d <br /> —90 sFir, lv <br /> ■ Soil Sample Clayey silt <br /> Ms <br /> Silt <br /> GAF Sample <br /> —100 Max. 100 Depth De 06 ft <br /> p { } SH'1' Soil Behavior Type (Robertson 1990) <br /> Depth Inc 0 164 (ft) <br />