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@Earth SystemgPacificProjectl 353 Ma¡n StreetLocat¡on: Redwood Citn CaliforniaCone resistance qtEarth Sysytems Pacific48511 Warm Springs Blvd., Ste. 210Fremont. CAFriction ratioPore pressure u2040Tip resistance (tsf)Rf (o/o)Pressure (psi)CPeT-IT v.1.7.6.42 - CPTU data presentatlon & interpretat¡on software - Report created on: L216120L6, 12: 18:41 PMProject fi le: C:\Users\oksan.gouth¡er\Documents\353 main\CPET.cptCPTr CPT-C4Total depth: 70.2L ft., Date: 8/30/2016Surface Elevation: 0.00 ftCoords: X:0.00, Y:0.00Cone Type: UknownCone Operator: M¡ddle Eanh GeotestingSBT IndexSoil Behaviour Typer234024681012141618Ic SBT SBT (Robertson/ 2010)SBT legendI 1. Sens¡tive f¡ne gra¡ned I 4. Clayey s¡¡t to s¡lty clay [ 7. Gravely sand to sandf, 2. Organic material n 5. Silty sand to sandy silt I S. Very st¡ff sand to clayey sand- 3. Clay to sitty ctay I o. ctean sand to s¡lty sand I s. very stifr nne gra¡nedt{ssPçpo.c)oPç-cPo-ooÐ-cPo-c)ôPçPo-ooPçPo-c)ôs ilt100 20D 300o2468104Clay& siltyclayClayClav & siltv clav8[ia'ittÍ't'iSBya'iw't"tClayClayClay& siltyclayClaySand & siltysandClay & silty claySAClavClaisitwsiltuCla'vClaÍSA&&s&ssansanOrganic soilClaySensitiræ fine graClaySensitiw fine graClay7.B. - Page 97