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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-01 <br /> Cone resistance Norm. Soil Behaviour Type Typical Geotech. Section <br /> 0 -,. 0 Sand&silty sand 0 ' .• FILL 0-Sand with Silt(SP-SM) <br /> 2 2 Clay&silty clay 2 FILL 1-Silty Sand(SM) <br /> 4- 4- M Clay&silty clay 4 ' <br /> �� Clay&silty clay <br /> 6- 6 Silty sand&sandy silt 406.0.1•10416,.. 6 <br /> 8- 8- - Silty sand&sandy silt 8 <br /> 10- 10-! ® Clay&silty clay 10 1 <br /> Silty sand&sandy silt <br /> 12 12- Clay 12 ' FILL 2-Elastic Silt(ML) <br /> 14- 14-�.- Silty sand&sandy silt 14 f <br /> 16- 16- 16 FILL 3-Silty Sand(SM) <br /> 18-i 18 Silty sand&sandy silt 18 <br /> 20- 20- Silty sand&sandy silt <br /> 20 <br /> 22-? 22- Sand&silty sand 22 <br /> 24 24- Silty sand&sandy silt 24 <br /> Recent Deposits-Silty Sand(SM) <br /> 26- 26- Sand&silty sand 26 <br /> �28 .28- Sand �28 't <br /> :L, 30- ,f,,, 30- . 30 TILL 1-Sand with Silt(SP-SM) <br /> a p Sand sand a ;.1 <br /> a) 32- ai 32- v 32 <br /> O Sand&silty sand <br /> 34- 34- Sand 34 <br /> 36- SSS'"' 36- Sand&silty sand 36 ' <br /> 38- 38 SandSand 38 ' <br /> 40- 40- Sand&silty sand 40 <br /> Silty sand&sandy silt 4y Silty sand&sandy silt <br /> 42- aSi. 42---------- ----_, Silty sand&sandy silt 42 <br /> 44 ` 44— Silty sand&sandy silt 44 <br /> Clay&siltyclay <br /> 46- 46- 46 ••'• Sand&silty sand <br /> Sand&silty sand <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 . i . i . i i i , 60 i i ' i i i i 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-StStart depth:0.00(ft),End depth: 2.00(ft) <br /> Description: FILL 0-Sand with Silt(SP-SM) <br /> Basic results Estimation results <br /> Total cone resistance: 139.28±73.33 tsf Permeability: 5.23E-04±4.90E-04 ft/s Constrained Mod.: 1472.80±585.81 tsf <br /> Sleeve friction: 1.22±0.75 tsf N60:27.58±12.03 blows Go: 941.42±335.76 tsf <br /> SBT,,:6 Es: 751.13±267.90 tsf Su: 0.00±0.00 tsf <br /> SBTn description: Sand&silty sand Dr(%): 75.86±19.94 Su ratio: 0.00±0.00 <br /> cp(degrees): 39.86±3.31° O.C.R.:0.00±0.00 <br /> Unit weight: 122.35±5.47 pcf <br /> CPeT-IT v.2.1.1.8-CPTU data presentation&interpretation software-Report created on:8/22/2018,8:06:27 PM 2 <br /> Project file:C:\Users\james.gingery\OneDrive-Keller\PROJECTS\PortOfEverettAppartments\FieldData\CPTs.cpt <br />
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