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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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1 This software is licensed to:James Gingery CPT name: FHMD-CPT-03 <br /> Cone resistance Norm. Soil Behaviour Type Typical Geotech. Section <br /> 0 -�,•� 0 0 ',,,i Sand&silty sand <br /> 2- 2- Sand&silty sand 2-• , <br /> 4- `? 4- Silty sand&sandy silt 4_' Sand&silty sand <br /> I. 7 Silty sand&sandy silt <br /> 6- 13- 6- Silty sand&sandy silt 6 <br /> _�..--- Clay&silty clay <br /> _ <br /> 8 8 Clay 8- Clay &silty clay <br /> 10-' 10-!I ,.. Silty sand&sandy silt 10- <br /> 12- 12- Silty sand&sandy silt Clay&silty clay 12- Clay&silty clay <br /> --- <br /> 14- 14- Clay 14- <br /> 16- 16 Clay 16- <br /> Clay&silty clay ` Silty sand&sandy silt <br /> 'el- <br /> 18- 18-- Clay&silty clay 18- ;• <br /> MOM Clay&silty clay ' <br /> 20-' 20-� Clay&silty clay 20- <br /> 22 22- Silty sand&sandy silt 22 <br /> 24- 24- Sand&silty sand 24- <br /> a Silty sand&sandy silt Silty sand&sandy silt <br /> 26- ` 26- Sand&silty sand 26- - <br /> w 28- P. w 28- Silty sand&sandy silt '-t-j28 nil <br /> - <br /> f, 30- y 30- Sand&silty sand - 30-, ' <br /> a a Sand o_ Sand <br /> 0 <br /> a) 32- a) 32- a) 32- ',' <br /> ll <br /> 0 0 <br /> 34- 34- Sand <br /> Sand&silty sand <br /> 36- 36- 36- •' <br /> 111, <br /> 38- `. 38- Sand 38-' <br /> 40 40- Sand&silty sand 40 <br /> 42- 4 42- 42-, <br /> 44 4 4- Sand 4 4- ti..i <br /> 46- 46- Sand&silty sand 46- ` <br /> 48- 111E 48- Sand 48 <br /> 50- 50- Sand&silty sand 50-, • <br /> 52- _ 52_ 52- I <br /> 54- 54- 54- <br /> 56- 56- 56- <br /> 58- 58- 58- <br /> 60 i 1 i 1 i i i i • i • 60 • 1 • 1 • i • i • i • i • i • 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: 3.00(ft) <br /> Description:Sand&silty sand <br /> Basic results Estimation results <br /> Total cone resistance: 176.50±47.39 tsf Permeability: 6.52E-04±4.00E-04 ft/s Constrained Mod.: 1823.13±447.62 tsf <br /> Sleeve friction: 1.67±0.77 tsf N60:34.06±8.53 blows Go: 1142.49±280.51 tsf <br /> SBT,,: 6 Es:911.56±223.81 tsf Su:0.00±0.00 tsf <br /> SBTn description:Sand&silty sand Dr(%): 88.69±12.73 Su ratio:0.00±0.00 <br /> cp(degrees):41.76±2.08° O.C.R.: 0.00±0.00 <br /> Unit weight: 125.84±4.23 pcf <br /> CPeT-IT v.2.1.1.8-CPTU data presentation&interpretation software-Report created on:8/22/2018,8:07:13 PM 2 <br /> Project file:C:\Users\james.gingery\OneDrive-Keller\PROJECTS\PortOfEverettAppartments\FieldData\CPTs.cpt <br />
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