Premium Information is available for this item - Upgrade for $1 a day

5630-00-270-1405

Concrete Pipe

5630002701405 002701405 C-76 SSP375

A hollow concrete cylinder, with or without steel reinforcement, usually used to convey liquids. View more Concrete Pipe

5630-00-270-1405 PIPE,CONCRETE 5630002701405 002701405

Managed by United States
NSN Created on 1 Jan 1963
Data Last Changed
August 2023
NATO Update Count
7
NATO Data Quality
5630-00-270-1405 PIPE,CONCRETE 5630002701405 002701405 1/1
NSN 5630-00-270-1405 (Generic Image) 1/1

5630-00-270-1405 Stock and Availability Marketplace 5630-00-270-1405

Need Help?
Request a Quotation from participating marketplace vendors
eBay Updated Every Day
5630-00-270-1405 RQST NE eBay
eBay Updated Every Day
5630-00-270-1405 RQST eBay
Amazon Updated Every Day
5630-00-270-1405 RQST NE Amazon

5630-00-270-1405 Related Documents Related Documents 5630-00-270-1405 5+ Documents (More...)

C-76 SSP375 https//www.nsnlookup.com /fsg-56/fsc-5630 Pipe and Conduit, Nonmetallic from United States
C-76 SSP375 https//www.nsnlookup.com /fsg-56/fsc-5630/us 5630-00-270-1405 Concrete Pipe 5630002701405
002701405,C-76 for $1 a day Upgrade your Account Upgrade 5630-00-270-1405Concrete Pipe5630002701405
SSP375 A hollow concrete cylinder, with or without steel reinforcement, usually used to convey liquids
SSP375 A hollow concrete cylinder, with or without steel reinforcement, usually used to convey liquids
https//www.nsnlookup.com /fsg-56/fsc-5630/us 5630-00-270-1405 Concrete Pipe 5630002701405 002701405,
SSP375 A hollow concrete cylinder, with or without steel reinforcement, usually used to convey liquids
SSP375 A hollow concrete cylinder, with or without steel reinforcement, usually used to convey liquids
https//www.nsnlookup.com /fsg-56/fsc-5630/us 5630-00-270-1405 Concrete Pipe 5630002701405 002701405,
SSP375 A hollow concrete cylinder, with or without steel reinforcement, usually used to convey liquids
SSP375 A hollow concrete cylinder, with or without steel reinforcement, usually used to convey liquids
https//www.nsnlookup.com /fsg-56/fsc-5630/us 5630-00-270-1405 Concrete Pipe 5630002701405 002701405,
https//www.nsnlookup.com /fsg-56/fsc-5630/us 5630-00-786-4005 Concrete Pipe 5630007864005 007864005,C-76
reinforcement, usually used to convey liquids. https//www.nsnlookup.com /fsg-56/fsc-5630/us 5630-00-270-1405
Concrete Pipe 5630002701405 002701405,C-76 5630-00-270-1405 5630002701405 002701405 is a hollow

5630-00-270-1405 Demil Restrictions 5630-00-270-1405

DEMIL: A | DEMILI: 1 | CRITICALITY: X | HMIC: N | PMIC: A | EDC: | ADPEC:

5630-00-270-1405 is a Concrete Pipe that does not have a nuclear hardened feature or any other critical feature such as tolerance, fit restriction or application. Demilitarization of this item has been confirmed and is not currently subject to changes. This item is considered a low risk when released from the control of the Department of Defense. The item may still be subject to the requirements of the Export Administration Regulations (EAR) and the Code of Federal Regulations (CFR). This item is not suspected to be hazardous. This item does not contain a precious metal.

5630-00-270-1405 End Users End Users 5630-00-270-1405

NASA (G810)
Effective Date:
1 Apr 1991

5630-00-270-1405 Manufacturers Approved Sources 5630-00-270-1405

5630-00-270-1405 Technical Data Datasheet 5630-00-270-1405

Characteristic
Specifications
FIIG
T331-A
Body Cross-Sectional Shape [AAWN]
Circular
Concrete Compressive Strength [BPNM]
4000.0 Pounds Per Square Inch
End Joint Type [BPNL]
Tongue-Groove
Nondefinitive Spec/Std Data [ZZZT]
2 Type And 3 Class
Inside Diameter [AARX]
30.000 Inches Nominal
Laying Length [BPNJ]
3.000 Feet Nominal
Reinforcement Feature [BFCK]
Provided
Wall Thickness [AAGT]
3.500 Inches Nominal

5630-00-270-1405 Related Items NATO Stock Numbers Related to 5630-00-270-1405

5630-00-270-1405 Freight Data Freight Information 5630-00-270-1405

5630-00-270-1405 has freight characteristics.. 5630-00-270-1405 has a variance between NMFC and UFC when transported by rail and the description should be consulted.