Laserfiche WebLink
CPT 05 <br />CPT Contractor: In Situ Engineering <br />CUSTOMER: Terra Associates <br />LOCATION: Everett <br />JOB NUMBER: T-7388-1 <br />OPERATOR: Romanelli <br />CONE ID: DDG1369 <br />TEST DATE: 11/21/2016 9:44:13 AM <br />PREDRILL: No Predrill <br />BACKFILL: Sealed hole with #8 bentonite chip <br />SURFACE PATCH: None <br />Tip UNC Friction Ratio (Fs/Qc) Pore Pressure (U2) Soil Behavior Type SPT Correlation <br />(TSF) N (TSF) (UNITLESS) (UNITLESS) <br />0 600 0 4 0 3 0 9 0 100 <br />0 r--. T1---T-7. 1 _..-- - 1-. 1.-_...-1 r -_-. -_i-_ _ , r.-1 _. 1. _ . .. i 1.. r.__1-1 <br />10 <br />20 <br />30 <br />Depth <br />(ft) <br />40 <br />50 <br />60 <br />70 <br />COMMENT: <br />1 Sensitive, fine grained 4 Silt mixtures - clayey silt to silty day 7 Gravelly sand to sand <br />2 Organic soils - pests 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 - dean sand to silty sand 9 Very stiff, fine grained "* <br />"SBT: Robertson 1990; ""Overconsolidated or Cemented; *SBT/SPT CORRELATION: UBC-1983 <br />