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1300 W MARINE VIEW DR WATERFRONT PLACE APARTMENTS 2022-07-28
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1300 W MARINE VIEW DR WATERFRONT PLACE APARTMENTS 2022-07-28
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Last modified
7/28/2022 11:44:36 AM
Creation date
4/4/2022 3:25:11 PM
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Address Document
Street Name
W MARINE VIEW DR
Street Number
1300
Tenant Name
WATERFRONT PLACE APARTMENTS
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This software is licensed to:James Gingery CPT name: FHMD-CPT-08A f <br /> Cone resistance Norm. Soil Behaviour Type Typical Geotech. Section <br /> 0 0 0 , <br /> Sand&silty sand <br /> 2— 2— Sand&silty sand 2 <br /> 4 4— Silty sand&sandy silt 4 Silty sand&sandy silt <br /> 6 IF — z"si-tea li Clay 6 <br /> Silty sand&sandy silt <br /> g_ 8_..w Clay&silty clay 8 <br /> 10— / 10- Sand&siltysand 10 " <br /> 12— 12— Sand&silty sand 12 <br /> Clay&silty clay `,i Clay &silty clay <br /> 14— 14 ,,; {` Clay&silty clay 14 , <br /> 16 16— Clay 16&silty sand 16 Sand&silty sand <br /> 18— 18— Silty sand&sandy silt 18 <br /> 20— 20— Sand&silty sand 20 <br /> 22— 22— Silty sand&sandy silt 22 <br /> 24 24— Sand&silty sand 24 <br /> 26 26— Sand&silty sand 26 Sand&silty sand <br /> t. 28— 't—' 28— g 28 `''. Sand <br /> 1f., <br /> 130— y r <br /> 30— � 30 . <br /> Q32— a) 32— Sand 0a) 32 <br /> 34— 34— 34 <br /> 36— 36— 36 <br /> 38— 38 Sand&silty sand 38 ' . <br /> Sand&silty sand <br /> 40— 40— Sand 40 „i <br /> 42— 42— 42 • <br /> Sand <br /> 44 44— 44 <br /> Sand&silty sand <br /> 46— 46— 46 . ' <br /> 48— 48— Sand 48 <br /> 50— 50— Sand&silty sand 50 <br /> 52 `......._ 52— Sand 52 <br /> 54— __/--' 54— Sand&siltysand 54 <br /> 56— 56— 56 <br /> 58— 58— 58 <br /> 60- r i . 1 . 1 . 1 . 1 . 60 , 1 , 1 , 1 . 1 . 1 . 1 , 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:1:.. <br /> Code:FILL 0-SP-SlStart depth:0.00(ft),End depth: 4.00(ft) <br /> Description:Sand&silty sand <br /> Basic results Estimation results <br /> Total cone resistance: 121.46±65.99 tsf Permeability: 1.99E-03 ±5.79E-03 ft/s Constrained Mod.: 1316.55±347.94 tsf <br /> Sleeve friction: 0.94±0.41 tsf N60: 23.83±9.23 blows Go: 825.04±218.04 tsf <br /> SBT,:6 Es: 658.27±173.97 tsf Su: 0.00±0.00 tsf <br /> SBTn description: Sand&silty sand Dr(%): 71.41 ±19.55 Su ratio: 0.00±0.00 <br /> cp(degrees): 39.02±3.20° O.C.R.: 0.00±0.00 <br /> Unit weight: 120.55±4.21 pcf <br /> CPeT-IT v.2.1.1.8-CPTU data presentation&interpretation software-Report created on:8/22/2018,8:09:46 PM 2 <br /> Project file:C:\Users\james.gingery\OneDrive-Keller\PROJECTS\PortofEverettAppartments\FieldData\CPTs.cpt <br />
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