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Tip UNC <br />(TSF) <br />0 —r 1 <br />10 <br />20 <br />30 <br />Depth <br />(ft) <br />40 <br />50 <br />60 <br />M 1.: <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 8:30:40AM <br />PREDRILL: No Predrill <br />BACKFILL: Sealed hole with il8 bentonite chip <br />SURFACE PATCH: None <br />Friction Ratio (Fs/Qc) Pore Pressure (U2) Soil Behavior Type SPT Correlation <br />N (TSF) (UNITLESS) (UNITLESS) <br />400 0 9 0 2 0 9 0 <br />i l i __i_._ 1 -_1 __1.__1 _ } 1 <br />70 ' .!- ! .! 1_ _I L = ) 1 .. ! _ L _ 1_ <br />COMMENT: Moved 2 feet NW of first attempt <br />(' 1 Sensitive, fine grained ® 4 Silt mixtures - clayey silt to silty day 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'u ! 3 Clays Gay 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 />100 <br />