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This software is licensed to:James Gingery CPT name: FHMFD-CPT-17 I <br /> Cone resistance Norm. Soil Behaviour Type Typical Geotech. Section <br /> 0 _ _—_ _ • . 0 0 <br /> Sand&silty sand ' Sand&silty sand <br /> 2 2- 2 <br /> 4 4- Sand&silty sand 4- •. <br /> 6 6- Silty sand&sandy silt 6 "1 Silty sand&sandy silt <br /> !, Clay&silty clay .., <br /> g_i g Clay&silty clay 8- <br /> 10-5' 10 542 Clay 10--b• <br /> 12- 12- Silty sand&sandy silt 12--.�` <br /> .:S, Clay <br /> 14-1 14 ,',,A,ti'ui. Clay&silty clay 14-. Clay&silty clay <br /> 16 � 16 Clay :; <br /> Silty sand&sandy silt 1 Silty sand&sandy silt <br /> 18- 18- 18-.1. <br /> 20-Pf 20- Silty sand&sandy silt 20 <br /> • <br /> 1` *s `, Clay&silty clay 3t Clay&silty clay <br /> 22 G22 22-, <br /> Silty sand&sandy silt <br /> 24-" 24 Silty sand&sandy silt 24 Silty sand&sandy silt <br /> 26- 26- Sand&silty sand 26 Sand&silty sand <br /> 4 Silty sand&sandy silt .. <br /> .28- '28- Sand&silty sand 28— ,• Sand&silty sand <br /> Sand <br /> ,F, 30- -, 30- f, 30- <br /> n n n <br /> a) 32- a) 32- v32- <br /> ❑ 0 0 <br /> 34- 34- 34- <br /> 36- 36- 36- <br /> 38- 38 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 i 1 1 , 1 1 1 1 60 , i . , . i , i , i , i , 1 . 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: I.:.. <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:96.29±79.32 tsf Permeability: 1.84E-04±2.19E-04 ft/s Constrained Mod.: 1046.82±215.82 tsf <br /> Sleeve friction: 0.67±0.29 tsf N60: 19.00±7.41 blows Go: 682.24±118.68 tsf <br /> SBTn: 6 Es: 544.34±94.69 tsf Su: 0.00±0.00 tsf <br /> SBTn description: Sand&silty sand Dr(%): 61.39 ±13.43 Su ratio:0.00±0.00 <br /> cp(degrees): 37.62±2.83° O.C.R.: 0.00±0.00 <br /> Unit weight: 117.54±3.05 pcf <br /> CPeT-IT v.2.1.1.8-CPTU data presentation&interpretation software-Report created on:8/22/2018,8:16:05 PM 2 <br /> Project file:C:\Users\james.gingery\OneDrive-Keller\PROJECTS\PortOfEverettAppartments\FieldData\CPTs.cpt <br />