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5630-00-815-2201

Concrete Pipe

5630008152201 008152201 SSP371TYPE1CLASS1

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

5630-00-815-2201 PIPE,CONCRETE 5630008152201 008152201

Managed by United States
NSN Created on 1 Jan 1962
Data Last Changed
November 2023
NATO Update Count
6
NATO Data Quality
5630-00-815-2201 PIPE,CONCRETE 5630008152201 008152201 1/1
NSN 5630-00-815-2201 (Generic Image) 1/1

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5630-00-815-2201 Related Documents Related Documents 5630-00-815-2201 5+ Documents (More...)

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5630-00-815-2201 Demil Restrictions 5630-00-815-2201

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

5630-00-815-2201 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.

5630-00-815-2201 End Users End Users 5630-00-815-2201

NASA (G810)
Effective Date:
1 Apr 1991

5630-00-815-2201 Manufacturers Approved Sources 5630-00-815-2201

5630-00-815-2201 Technical Data Datasheet 5630-00-815-2201

Characteristic
Specifications
Body Cross-Sectional Shape [AAWN]
Circular
End Joint Type [BPNL]
Bell-Spigot
Nondefinitive Spec/Std Data [ZZZT]
1 Type And 1 Class
Inside Diameter [AARX]
8.000 Inches Nominal
Laying Length [BPNJ]
3.000 Feet Nominal
Reinforcement Feature [BFCK]
Not Provided
Wall Thickness [AAGT]
0.750 Inches Nominal

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5630-00-815-2201 Freight Data Freight Information 5630-00-815-2201

5630-00-815-2201 has freight characteristics.. 5630-00-815-2201 has a variance between NMFC and UFC when transported by rail and the description should be consulted.