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@Tip resistance (tsf)Rf (%)Pressure (psi)CPeT-Iïv.1.7.6.42-CPTUdatapresentation&¡nterpretat¡onsoftware-Reportcreatedon: 121612016, 12:18:40PMProject file: C:\Users\oksan.gouthier\Documents\353 ma¡n\CPET.cptCPT: CPT-CITotal depth: 70.05 ft, Date: 8/30/2016Surface Elevation: 0.00 ftCoords: X:0.00, Y:0.00Cone Type: UknownCone Operator: Middle Earth Geotest¡ngSBT IndexSoil BehaviourType' i.,# 4 o "tí rå"0ånii"]"0'ïoi' 18SBT legendI 1. Sensitive fine grained I 4. Clayey silt to silty clay I z. Gravely sand to sandI 2.Organicmaterial I s.Sittysandtosandysilt E B.veryst¡ffsandtoclayeysand| :. ctay o sitty ctay f,l O. Clean sand to s¡lty sand n s. very stiff nne grainedËarth SyrtemsPac¡ñc353 Ha¡n Stre€tRedwood City, CaliforniaEarth Sysytems Pacific48511 Warm Springs Blvd., Ste. 210Fremont CAFriction ratioProject:LocationCone resistance qtPore pressure us ilt!çPo-o)ô.c.Ðo-oôPçÐo-a)oP-.cuo-oôIç-cpo-oô100 200 300 40002468100102030405060fSand & siltysandSandClay& siltyclayClay8l3VGlayClay & silty clayClay & silty clayClay&siltyclay8l3y* ''w''"tsand & saClay& siltyclayClayClayc!ayclayclayc!ayclay7.B. - Page 94