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1400 W MARINE VIEW DR WATERFRONT PLACE APARTMENTS 2022-04-04
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1400 W MARINE VIEW DR WATERFRONT PLACE APARTMENTS 2022-04-04
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Last modified
4/4/2022 4:31:48 PM
Creation date
4/4/2022 4:03:14 PM
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Address Document
Street Name
W MARINE VIEW DR
Street Number
1400
Tenant Name
WATERFRONT PLACE APARTMENTS
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This software is licensed to:James Gingery CPT name: FHMD-CPT-19 <br /> Cone resistance Norm. Soil Behaviour Type Typical Geotech. Section <br /> 0 0 0 <br /> - <br /> 4- 4- . Sand&silty sand <br /> 2 2 Sand&silty sand 2 • <br /> r 4 <br /> 6-< 6 ' `1"°p''" Silty sand&sandy silt 6_``. Silty sand&sandy silt <br /> Clay&silty clay ti` <br /> 8- i•- 8- Silty sand&sandy silt 8-may` <br /> 10 7V 10-mom Clay&silty clay 10 <br /> Silty sand&sandy silt �: Clay <br /> 12- 12- Silty sand&sandy silt 12 <br /> 14- 14- Clay 14 o <br /> 16-' 16- Clay&silty clay 16_.„ Silty sand&sandy silt <br /> 18-;' 18- Silty sand&sandy silt -18-- <br /> a. <br /> 20- 20- Sand&silty sand 20-e <br /> _ Silty sand&sandy silt '"w <br /> 22- 22- 22-• .; Sand&silty sand <br /> 24- -•1•111 24- 24-;, Sand&silty sand <br /> 26- I" 26- Sand&siltysand 26 • <br /> '.'-' 28- 4-228- ".6228- <br /> y30_ y30- Sand y30- <br /> to. a a <br /> N 32- v 32- 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 , 1 , 1 . 1 . 1 . 1 , 60 , i . i , i , i . i . i , i , 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:1:.. <br /> Code:FILL 0-SP-SrStart depth: 0.00(ft),End depth: 5.00(ft) <br /> Description:Sand&silty sand <br /> Basic results Estimation results <br /> Total cone resistance: 152.05±60.64 tsf Permeability: 1.92E-03 ±5.40E-03 ft/s Constrained Mod.: 1621.99±360.58 tsf <br /> Sleeve friction: 1.39±0.57 tsf N60:29.57±8.24 blows Go: 1016.45±225.96 tsf <br /> SBTn: 6 Es: 811.00±180.29 tsf Su: 0.00±0.00 tsf <br /> SBTn description: Sand&silty sand Dr(%): 81.02±15.96 Su ratio:0.00±0.00 <br /> cp(degrees):40.77±2.52° O.C.R.: 0.00±0.00 <br /> Unit weight: 124.18±3.64 pcf <br /> CPeT-IT v.2.1.1.8-CPTU data presentation&interpretation software-Report created on:8/22/2018,8:15:28 PM 2 <br /> Project file:C:\Users\james.gingery\OneDrive-Keller\PROJECTS\PortOfEverettAppartments\FieldData\CPTs.cpt <br />
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