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• <br /> This software is licensed to:James Gingery CPT name: FHMD-CPT-07 <br /> Cone resistance Norm. Soil Behaviour Type Typical Geotech. Section <br /> 0 .> o 0 <br /> , <br /> 2 2- Sand&silty sand 2-ti Sand&silty sand,i <br /> 4_ . .m. 4- 41 <br /> 6_ <br /> _ <br /> 6-ENIlinF, Silty sand&sandy silt <br /> Clay&silty clay 6_ Silty sand&sandy silt <br /> Y <br /> 8- 8- Sand&silty sand 8_L <br /> 10- 10 O"`''"SOMMINSII <br /> Silty sand&sandy silt ",•.. <br /> Clay&silty clay 10- <br /> 12- 12- Clay 12 Clay &silty clay <br /> 14- 14-somm,..= Clay&silty clay 14 <br /> Clay <br /> 16- 16- Sand&silty sand 16- Silty sand&sandy silt <br /> 18- 18- Silty sand&sandy silt 18-`. <br /> 20- 20- Sand&silty sand 20-�•' <br /> 22- 22- Silty sand&sandy silt <br /> 22 <br /> Clay -b`L, <br /> 24 24- Sand&silty sand 24-` <br /> Sand&silty sand <br /> 26- 26- Silty sand&sandy silt 26--, ;I <br /> w 28- V- 28- w 28 Sand <br /> , 30 a30- Sand Q30- ', <br /> a) 32- a) 32- a) 32-':';, <br /> Sand&silty sand 0 <br /> 34- 34- 34- ',' <br /> 36- 36- Sand 36-, ' <br /> 38- 38_ Sand&silty sand 38- <br /> 40- -"+ 40- Sand 40 <br /> I <br /> 42- 42- Sand 42-.', <br /> 44- 44- 44--" <br /> 46 46- Sand&silty sand 46- <br /> Sand !, <br /> 48- 48- Sand 48- ;• <br /> 50- 50 Sand&silrysand 50-,5 <br /> 52- 52- Sand 52_, <br /> 5 4- 5 4- Sand&silty sand <br /> Sand <br /> 56- 56- Sand&silty sand 56-• '. <br /> 58- 58- 6580 ' <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: 4.00(ft) <br /> Description:Sand&silty sand <br /> Basic results Estimation results <br /> Total cone resistance: 156.21 ±75.66 tsf Permeability: 1.22E-03±1.55E-03 ft/s Constrained Mod.: 1530.56±427.90 tsf <br /> Sleeve friction: 1.18±0.52 tsf N60: 29.13±11.20 blows Go: 959.15±268.15 tsf <br /> SBTn:6 Es: 765.28±213.95 tsf Su: 0.00±0.00 tsf <br /> SBTn description: Sand&silty sand Dr(%):80.29±20.22 Su ratio: 0.00±0.00 <br /> cp(degrees): 40.61±3.38° O.C.R.: 0.00±0.00 <br /> Unit weight: 122.86±4.51 pcf <br /> L <br /> CPeT-IT v.2.1.1.8-CPTU data presentation&interpretation software-Report created on:8/22/2018,8:09:29 PM 2 <br /> Project file:C:\Users\james.gingery\OneDrive-Keller\PROJECTS\PortOfEverettAppartments\FieldData\CPTs.cpt <br />