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This software is licensed to:James Gingery CPT name: FHMD-CPT-04 t <br /> Cone resistance Norm. Soil Behaviour Type Typical Geotech. Section <br /> 0 0 0 <br /> 2— 2— Sand&silty sand 2 <br /> 4—- 4— -..-. Clay 4 <br /> Sand&silty sand ?y. Silty sand&sandy silt <br /> 6 i 6 6— <br /> Silty sand&sandy silt <br /> 8 8 'i Clay 8 Clay <br /> Clay <br /> 10— 10 ;- Clay 10 <br /> 12 12 Clay 12 <br /> ` Clay&silty clay <br /> 14 14 a Clay 14 <br /> 16 f. 16 Clay 16 <br /> 18—' 18 4 i,‘•:,,' <br /> ( + �1 Clay&silty clay 18 <br /> Clay &silty clay <br /> 20— 20 Silty sand&sandy silt 20 <br /> 22—' 2 2— 22 1`by <br /> ` <br /> Silty sand&sandy silt <br /> 24—, - 24— 24—,,, <br /> Sand&silty sand Sand&silty sand <br /> 26— I► 26— 26—'•• <br /> Very dense/stiff soil <br /> 28 28— 28—� - Sand&silty sand <br /> 1 <br /> Sand <br /> C :isi- a 3 0— Sand&silty sand a 3 • <br /> 0— <br /> v 32— at 32— 5) 32—'•' <br /> 0 0 0 <br /> 3 4— 3 4— Sand 3 4— <br /> 36— 36— 36—' ' <br /> 38— 38 Sand&silty sand 38—�• <br /> 40— 40— Sand&silty sand 40—',„ <br /> 42— 42— Sand 42— <br /> _ �5 <br /> 44 44— 44—' <br /> 46— 46-1 <br /> 48— 48— 48— '• <br /> 50— 50 Sand <br /> e• <br /> 5 0— • . <br /> 52— 52— Sand&silty sand 5 2—. . <br /> 54 11— <br /> 54— Sand&silty sand 54� <br /> 56 56— 5 6—` <br /> 5 8— AMINII 5 8—11111111111111 Silly sand&sandy silt 5 8 Silty sand&sandy silt <br /> 60 . 1 . 1 1 . 1 1 . 60 . 1 , 1 , i , i . 1 . 1 . 1 . 1 . 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-SFStart depth:0.00(ft),End depth: 4.00(ft) <br /> Description: N/A <br /> Basic results Estimation results <br /> Total cone resistance: 27.71 ±19.79 tsf Permeability: 3.80E-05±5.93E-05 ft/s Constrained Mod.: 137.64±180.12 tsf <br /> Sleeve friction:-0.01 ±0.03 tsf N60:6.00±2.65 blows Go: 93.09±113.67 tsf <br /> SBTn:0 Es: 0.00±0.00 tsf Su: 0.32±0.32 tsf <br /> SBT description: N/A Dr(%): 0.00±0.00 Su ratio: 0.51±0.51 <br /> cp(degrees): 0.00±0.00° O.C.R.:2.38±2.38 <br /> Unit weight: 123.47±22.21 pcf <br /> CPeT-IT v.2.1.1.8-CPTU data presentation&interpretation software-Report created on:8/22/2018,8:08:03 PM 2 <br /> Project file:C:\Users\james.gingery\OneDrive-Keller\PROJECTS\PortOfEverettAppartments\FieldData\CPTs.cpt <br />