Laserfiche WebLink
This software is licensed to:James Gingery CPT name: FHMD-CPT-18 <br /> Cone resistance Norm. Soil Behaviour Type Typical Geotech. Section <br /> 0 -- 0 0 <br /> Sand&silty sand <br /> 2 2— Sand 8 silty sand 2 <br /> Sand <br /> 4 4— Sand&silty sand <br /> 6 6 Silty sand&sandy silt 6—' <br /> 3 _ Silty sand&sandy silt Silty sand&sandy silt <br /> 8 8 y - Clay&silty clay 8ti <br /> 10 10 " Clay 10 Clay <br /> 12 12 ., Clay 12 <br /> 14 14 � Clay 14— <br /> Clay <br /> 16 16— Sand&silty sand 16—: Silty sand&sandy silt <br /> 18 4 18— 18—'`t <br /> 20 20—, Silty sand 8 sandy silt 20 <br /> Clay&silty clay <br /> 22 !WS." 22— Silty sand&sandy silt 22—;' Sand&silty sand <br /> 24 24— 24—','• <br /> 26 r 26— 26— .. <br /> t.28 S v28— Sand&silty sand v28— <br /> i <br /> .aL., 30 J f, 30— y 30—. ' <br /> a a a <br /> au32 — v32— a) 32-- <br /> 0 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 60 , i , i . i . i , i . i . 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-StStart depth:0.00(ft),End depth: 6.00(ft) <br /> Description:Sand&silty sand <br /> Basic results Estimation results <br /> Total cone resistance: 184.65±66.61 tsf Permeability:8.02E-04±6.70E-04 ft/s Constrained Mod.: 1805.59±453.76 tsf <br /> Sleeve friction: 1.61 ±0.76 tsf N60: 34.61±9.72 blows Go: 1131.50±284.35 tsf <br /> SBT,,:6 Es:902.79±226.88 tsf Su: 0.00±0.00 tsf <br /> SBTn description: Sand&silty sand Dr(%):88.11 ±13.59 Su ratio: 0.00±0.00 <br /> cp(degrees):41.96±2.40° O.C.R.: 0.00±0.00 <br /> Unit weight: 125.66±3.91 pcf <br /> CPeT-IT v.2.1.1.8-CPTU data presentation&interpretation software-Report created on: 8/22/2018,8:15:00 PM 2 <br /> Project file:C:\Users\james.gingery\OneDrive-Keller\PROJECTS\PortOfEverettAppartments\FieldData\CPTs.cpt <br />