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I <br /> I <br /> CPT-05 <br /> I CPT Contractor: In Situ Engineering OPERATOR:Romanelli <br /> CUSTOMER:Terra Associates CONE ID:DDG1369 <br /> LOCATION:Everett TEST DATE:11/21/2016 9:44:13 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 <br /> Tip UNC(TSF) Friction Ratio(Fs/Qc) Pore Pressure(U2) Soil Behavior Type SPT Correlation <br /> (%) (TSF) (UNITLESS) (UNITLESS) <br /> 0 0 600 0 -.-,,,.- _ 4 0 3 0 9 0 100 <br /> _ ( 11I11I � , -- - <br /> 1 <br /> I <br /> '«: , <br /> 20 • <br /> qy�W �p�`(. �. <br /> l;: c <br /> ' wa <br /> $, <br /> M' F <br /> M 9 ?E A <br /> 30 • - . •i r - — <br /> 1.240 <br /> • Depth <br /> (ft) �° <br /> i A ' <br /> r, <br /> i <br /> I <br /> .__—..._.___.___-_ -��....--.` --i __- ` <br /> 50 �_' <br /> I <br /> I <br /> I , it <br /> COMMENT: <br /> 1 Sensitive,fine grained 4 Silt mixtures clayey silt to silty clay 7 Gravelly sand to sand <br /> 2 Organic soils peals 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 />