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eËarth $ystemsPacificProject: 353 Èla¡n StreetLocationl Redwood City, CaliforniaCone resistance qtEarth Sysytems Pacific48511 Warm Springs Blvd., Ste. 210Fremont, CAFriction ratioPore pressure uTip resistance (tsf)Rf (%)Pressure (psi)CPeT-IT v.1.7.6.42 - CPTU data presentat¡on & interpretat¡on software - Report created on: L216120L6, 12: 18:40 PMProject fi le: C:\Users\oksan.gouth¡er\Documents\353 main\CPET.cptCPT: CPT-C3Total depth: 60.21 ft, Date: 8/30/2016Surface Elevation: 0.00 ftCoords: X:0.00, Y:0.00Cone Type: UknownCone Operator: Middle Earth Geotesting5BT IndexSoil BehaviourType1234024681012141618Ic SBT SBT (Robeftson, 2010)SBT legendI 1. Sens¡t¡ve f¡ne gra¡ned I 4. clayey silt to silty clay f] 7. Gravely sand to sandf 2. Organic material f] 5. Silty sand to sandy s¡lt il 8. Very stiff sand to ctayey sand¡ :. Ctuytos¡ltyclay [ 6. Cleansandtosiltysand n g.verystifffinegraineds iltPç-cÈo-OJoPsPo-c)oÐçPo-c)opsÐqJô!Ðo_q)oSSSIt50 100 150 2000246810-5051015203SiltvsirriSiltyElSV*.,',ro*Sand & siltysandClay& siltyclayClay & silty clayClayClay&siltyclaysand & sasand & sasand & saSilty sand & saClayClayClay& siltyclayClayClayEtåvClayClay& silÇclayClay& siltyclaySentitiw fine graSensitiw fìne graClay7.B. - Page 96