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I <br /> I <br /> CPT-02 <br /> I CPT Contractor:In Situ Engineering OPERATOR:Walsh <br /> CUSTOMER:Terra Associates CONE ID:DDG1394 <br /> LOCATION:Everett TEST DATE:11/22/2016 1:54:56 PM <br /> I JOB NUMBER:T-7388-1 PREDRILL:No Predrill <br /> BACKFILL:Sealed hole with#8 bentonite chip <br /> SURFACE PATCH:None <br /> I Tip UNC Friction Ratio(Fs/Qt) Pore Pressure(U2) Soil Behavior Type SPT Correlation <br /> (TSF) (PERCENT) (TSF) (UNITLESS) (UNITLESS) <br /> 0 0 350 0 7 0 3 0 _ 9 0 100 <br /> _ �_-. • .. i <br /> i 1:. <br /> I10 ..----— <br /> 20 t---- - ! _ ,__ <br /> \ .4 kge 1'4,,,,.4, <br /> E'-. <br /> 30 fi - -__ _..— \ — — <br /> \ _...”........ . <br /> k i ( . <br /> Depth r.a <br /> (ft) <br /> 40 i-_��__ -. ._. — _. _—__ .. rrO 4? r "•- <br /> I <br /> M x <br /> 1 �; - <br /> r : <br /> $`f <br /> Ynn r, y' <br /> II <br /> I I I <br /> 70 <br /> COMMENT: <br /> Il Sensitive,fine grained <br /> Organic soils pests 4 Silt mixtures clayey silt to silty clay 7 Gravelly sand to sand <br /> 2 5 Sand mixtures-silty sand to sandy silt I 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 />