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I <br /> I <br /> CPT-01 <br /> I CPT Contractor:In Situ Engineering OPERATOR:Walsh <br /> CUSTOMER:Terra Associates CONE ID:DDG1394 <br /> LOCATION:Everett TEST DATE:11/22/2016 11:43:48AM <br /> JOB NUMBER:T-7388-1 PREDRILL:No Predrill <br /> I <br /> BACKFILL:Sealed hole with#8 bentonite chip <br /> SURFACE PATCH:None <br /> I <br /> Tip UNC(TSF) Friction Ratio(Fs/Qt) Pore Pressure(U2) Soil Behavior Type SPT Correlation <br /> (PERCENT) (TSF) (UNITLESS) (UNITLESS) <br /> 0 0 600 0 B 0 2 0 9 0 90 <br /> P• <br /> I 10 <br /> I \ , - . <br /> 20 ° •I <br /> ° <br /> k,-y <br /> I30 •', .4 \ i 1.1 <br /> 1 Depth it• r• , r <br /> (ft) ,t <br /> 4.:`3 <br /> g <br /> I 40 — — <br /> t. <br /> i _ _ _ _ _ " . ' .7 : <br /> .ki <br /> 50 t . <br /> I4. <br /> II <br /> 1 . i — ---\ . <br /> I70 _ W __-, IT <br /> COMMENT: <br /> II . 1 Sensitive,fine graineIII d <br /> 2 Organic soils pests 4 Silt mixtures-clayey silt to silty clay 7 Gravelly sand to sand <br /> 5 Sand mixtures-silty sand to sandy silt r 8 Very stiff sand to clayey sand"" <br /> 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 /> I <br /> I <br />