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I <br /> I <br /> CPT-06B <br /> I -litE CPT Contractor:In Situ Engineering OPERATOR:Walsh <br /> CUSTOMER:Terra Associates CONE ID:DDG1394 <br /> LOCATION:Everett TEST DATE:11/22/2016 8:30:40 AM <br /> JOB NUMBER:T-7388-1 PREDRILL:No Predrill <br /> I BACKFILL:Sealed hole with#8 bentonite chip <br /> SURFACE PATCH:None <br /> I Tip UNC Friction Ratio(Fs/Qc) Pore Pressure(U2) Soil Behavior Type SPT Correlation <br /> (TSF) (%) (TSF) (UNITLESS) (UNITLESS) <br /> 0 0 400 0 6 0 2 0 9 0 - 160 <br /> • , , 4ifini. <br /> I <br /> ,11 <br /> 1 <br /> I <br /> 30 -- — ( <br /> Depth \ . <br /> I , <br /> I . <br /> ._ ._____._.._. <br /> •ii'f•j ,1.• <br /> • <br /> - _ _.._ • <br /> I <br /> 70 <br /> COMMENT:Moved 2 feet NW of first attempt <br /> I <br /> 1 Sensitive,fine grained <br /> Organic soils peals Iff 4 Silt mixtures clayey silt to silty clay 7 Gravelly sand to sand <br /> 2 5 Sand mixtures-silty sand to sandy silt ,;: 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 />