Laserfiche WebLink
Tip LING <br />(TSF) <br />0 <br />CPT-01 <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 11:43:48 AM <br />PREDRILL: No Predrill <br />BACKFILL: Sealed hole with #8 bentonite chip <br />SURFACE PATCH: None <br />Friction Ratio (Fs/Qt) Pore Pressure (U2) Soil Behavior Type SPT Correlation <br />(PERCENT) (TSF) (UNITLESS) (UNITLESS) <br />800 0 80 2 0 90 <br />0. _-i-T—__i <br />10 <br />20 <br />30 <br />Depth <br />{ft} <br />40 <br />50 <br />s0 <br />70 ' - 1. I _ � _-J_1___1 L--"J__I----1._1-_: --------_. �__..---- ._._.J r L-1 I I I IIL -.I L. .1 <br />COMMENT: <br />(" 1 Sensitive, fine grained ■ 4 Silt mixtures - clayey silt to silty Gay 7 Gravelly sand to sand <br />2 Organic soils - peats 5 Sand mixtures - silty sand to sandy silt 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, tine grained •" <br />'SBT: Robertson 1990; "Overconsolidated or Cemented; •SBT/SPT CORRELATION: UBC-1983 <br />