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This software is licensed to:James Gingery CPT name: FHMD-CPT-02 i• <br /> Cone resistance Norm. Soil Behaviour Type Typical Geotech. Section <br /> _ Sensitive fine grained FILL 2-Elastic Silt <br /> 2 2 2 Clay&silty clay <br /> 4—� 4— 4 •"h. Sand&silty sand <br /> 6— 6— Sand&silty sand 6 , <br /> Silty sand&sandy silt <br /> 8— 8— 8 <br /> 10— 10— Silty sand&sandy silt 10 Silty sand&sandy silt <br /> Clay&silty clay Clay <br /> —! 12— Organic soil 12 - <br /> 14—i 14— Clay 14 <br /> 16 16— Clay&silty clay 16 <br /> 18— 18— Silty sand&sandy silt 18 „ Silty sand&sandy silt <br /> 20— 20— Silty sand&sandy silt <br /> 20 <br /> 22 22 22 <br /> Sand&silty sand <br /> 24—` 24— 24 ' Sand&silty sand <br /> 26— 26— Sand&silty sand 26 • <br /> w 28— w 28— Sand 4---' 28 j <br /> f• 30 y 30— 30 '• Sand&silty sand <br /> to 3 2— a.)a.3 2— Sand ss 3 2 • <br /> 0 0 Sand&silty sand 0 •. <br /> 34— 34— 34 <br /> 36— 36— Sand 36 , <br /> 38— P 38— 38 • <br /> 40— 40— Sand&silty sand 40 ' <br /> PP Sand <br /> 42— 42— Sand 42 <br /> 44 44— Sand 44 r., <br /> 46— . 46— Sand 46 ' . <br /> 48— 7 48— Sand&silty sand 48 <br /> 50 AI 50 Sand 50 l,' <br /> r Sand <br /> 52— 52— 52 • <br /> Sand&silty sand <br /> 54— 54— 54 <br /> 56— 56— 56 <br /> 58— 58— 58 <br /> 60 60 • 1 ' r • 1 ' r • 1 . r i r • i • 60 <br /> 0 100 200 300 400 500 60C 0 2 4 6 8 10 12 14 16 18 <br /> Tip resistance (tsf) SBTn (Robertson 1990) <br /> Tabular results <br /> ..:Layer No: 1::. <br /> Code: FILL 2-ML Start depth:0.00(ft),End depth: 4.00(ft) <br /> Description:FILL 2-Elastic Silt <br /> Basic results Estimation results <br /> Total cone resistance:7.96±5.25 tsf Permeability: 1.19E-06±4.51E-06 ft/s Constrained Mod.:98.38±107.44 tsf <br /> Sleeve friction: 0.07±0.06 tsf N60: 3.00±1.25 blows Go: 193.07±57.04 tsf <br /> SBTn:4 Es: 0.00±0.00 tsf Su: 0.48±0.13 tsf <br /> SBTn description: Clay&silty clay Dr(%): 0.00±0.00 Su ratio: 0.78±0.20 <br /> cp(degrees): 0.00±0.00° O.C.R.:3.60±0.94 <br /> Unit weight:94.45±6.08 pcf <br /> CPeT-IT v.2.1.1.8-CPTU data presentation&interpretation software-Report created on: 8/22/2018,8:05:37 PM 2 <br /> Project file:C:\Users\james.gingery\OneDrive-Keller\PROJECTS\PortofEverettAppartments\FieldData\CPTs.cpt <br />