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I <br /> I <br /> CPT-03 <br /> I <br /> -TIE CPT Contractor:In Situ Engineering OPERATOR:Walsh <br /> CUSTOMER:Terra Associates CONE ID:DDG1394 <br /> LOCATION:Everett TEST DATE: 11/22/2016 3:00:21 PM <br /> JOB NUMBER:T-7388-1 PREDRILL:No Predrill <br /> I BACKFILL:Sealed hole with#8 bentonite chip <br /> SURFACE PATCH:None <br /> I <br /> Tip UNC(TSF) Friction Ratio(Fs/Qc) Pore Pressure(U2) Soil Behavior Type SPT Correlation <br /> (%) (TSF) (UNITLESS) (UNITLESS) <br /> 0 0 -.- 500 0 _ 6 0 2 0 9 0 100 <br /> 1_t t.-t-t_,.ANN <br /> I <br /> I <br /> 20 -- ---__Y — <br /> - \ <br /> II <br /> t ,,.4.i.4..+ <br /> I <br /> 30 -.-4 .--�-- - - _ __ _ _ ... <br /> I Depth <br /> \ -. ,ir. <br /> r ! ,i <br /> 40 <br /> g 5.45 <br /> I , <br /> 5 <br /> 0 -- — -- - _. W <br /> • � � <br /> ` r <br /> ' 70 ' — -- — — <br /> COMMENT: <br /> I <br /> I.'" 1 Sensitive,fine grained 4 Silt mixtures-clayey silt to silty clay 7 Gravelly sand to sand("2 Organic soils peats 5 Sand mixtures-silty sand to sandy silt 8 Very stiff sand to clayey sand** <br /> i 3 Clays-clay to silty clay 6 Sands-clean sand to silty sand 9 Very stiff,fine grained"" <br /> `SBT:Robertson 1990;"Overconsolidated or Cemented;*SBT/SPT CORRELATION:UBC-1983 <br />