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I <br /> I <br /> CPT-04 <br /> I CPT Contractor:In Situ Engineering OPERATOR:Walsh <br /> °' CUSTOMER:Terra Associates CONE ID:DDG1394 <br /> LOCATION:Everett TEST DATE: 11/22/2016 10:20:29AM <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 0 400 0 6 0 2 0 9 0 70 <br /> I10 ,EMI—* <br /> ..\ <br /> 1 <br /> 20 - <br /> I 30 I _— <br /> Depth ° r t• <br /> I (ft) ;11 r e i*i i k <br /> Aax+y rfc o�`rtkt, <br /> Vim' 7 ". -_ <br /> 40 <br /> —. TM 7.TA <br /> f .At:(x (` <br /> , f.s t '' I},, <br /> ij,',,,„ft''',..'.;re.r14:0,4 <br /> t V <br /> ,�_ Ill( irl • <br /> 50 { — Pj ifti ' <br /> , <br /> r, <br /> I ; A r <br /> fi '4 <br /> dl <br /> " t <br /> 60 <br /> w <br /> -- —--4-- .i:,11,4. <br /> . <br /> is <br /> i ! I <br /> I <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 sill 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 />