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• <br /> l This software is licensed to:James Gingery CPT name: FHMFD-CPT-16 <br /> Cone resistance Norm. Soil Behaviour Type Typical Geotech. Section <br /> 0 0 0 <br /> ,' Sand&silty sand <br /> 2- 2- Sand&silty sand 2 <br /> Silty sand&sandy silt <br /> 4- 4- Silty sand&sandy silt <br /> 6- ® 6_ Silty sand&sandy silt 6 Silty sand&sandy silt <br /> Silty sand&sandy silt <br /> 8- 8- Clay&silty clay 8_ro Clay &silty clay <br /> 10- 10 Clay&silty clay 10 <br /> Silty sand&sandy silt <br /> 1114026 <br /> 2- 12- ,. Clay 12 <br /> 14- 14- Clay 14 <br /> Clay <br /> 16- 16- Clay&silty clay 16 <br /> Silty sand&sandy silt <br /> 18- 18- Clay&silty clay 18 <br /> 20- 20- Silty sand&sandy silt 20 ` <br /> �22- 22- Clay&silty clay 22 `' <br /> Clay&silty clay <br /> 24- 24- Silty sand&sandy silt 24 <br /> 26- 26_ Sand&silty sand 26 Sand&silty sand <br /> ,, } Very dense/sUffsoil <br /> �28 �:� - v28- Sand&silty sand 5-28 <br /> .. Sand <br /> Y 30- y 30- f, 30 <br /> n a n <br /> Q32- 0 <br /> v32- Sand 0e.) 32 .. <br /> 34- 34- 34 <br /> 36- 36- Sand&silty sand 36 <br /> 38 a 38- Sand 38 <br /> 40-.. ''. 40- 40 <br /> 42- 42- 42 <br /> 44- 44- 44 <br /> 46- 46- 46 <br /> 48- 48- 48 <br /> 50- 50- 50 <br /> 52- 52- 52 <br /> 54- 54- 54 <br /> 56- 56- 56 <br /> 58- 58- 58 <br /> 60 1 1 . 1 1 1 1 1 . 1 1 60 ' 1 ' 1 . 1 . 1 . 1 . 1 . I . I . 60 <br /> 0 100 200 300 400 500 60( 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 0-SP-SlStart depth:0.00(ft),End depth: 5.00(ft) <br /> Description:Sand&silty sand <br /> Basic results Estimation results <br /> Total cone resistance: 129.01±183.24 tsf Permeability:4.58E-04±2.04E-03 ft/s Constrained Mod.: 1327.32±563.13 tsf <br /> Sleeve friction: 1.19±0.62 tsf N60:24.00±16.64 blows Go:876.59±292.47 tsf <br /> SBTn:6 Es: 712.18±235.89 tsf Su:0.00±0.00 tsf <br /> SBTn description: Sand&silty sand Dr(%): 65.48±18.57 Su ratio:0.00±0.00 <br /> cp(degrees): 38.96±4.00° O.C.R.: 0.00±0.00 <br /> Unit weight: 121.36±5.50 pcf <br /> .... ... .. ...... ............. .. <br /> CPeT-IT v.2.1.1.8-CPTU data presentation&interpretation software-Report created on: 8/22/2018,8:15:47 PM 2 <br /> Project file:C:\Users\james.gingery\OneDrive-Keller\PROJECTS\PortofEverettAppartments\FieldData\CPTs.cpt <br />