Laserfiche WebLink
Tip UNC <br />(TSF) <br />0 0 <br />10 <br />20 <br />30 <br />DOW <br />(ft) <br />40 <br />50 <br />60 <br />CPT-02 <br />CPT Contractor: In Situ Engineering <br />CUSTOMER: Terra Associates <br />LOCATION: Everett <br />JOB NUMBER: T-7388-1 <br />OPERATOR: Walsh <br />CONE ID: DDG1394 <br />TEST DATE: 11/22/2016 1:54:56 PM <br />PREDRILL: No Predrill <br />BACKFILL: Sealed hole with #8 bentonfte chip <br />SURFACE PATCH: None <br />Friction Ratio (Fs/Qt) Pore Pressure (U2) Soil Behavior Type SPT Correlation <br />(PERCENT) (TSF) (UNITLESS) (UNITLESS) <br />350 0 7 0 3 0 9 0 100 <br />COMMENT: <br />1 Sensitive, fine grained 4 Silt mixtures - clayey silt to silty day 7 Gravelly sand to sand <br />2 Organic soils - peats 5 Sand mixtures - silty sand to sandy sift ® 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 />