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6635-01-528-0432

Concrete Test Set

6635015280432 015280432 SCHMIDT N 31001002

A collection of equipment used to supplement basic soil testing equipment, enabling concrete to be tested. View more Concrete Test Set

6635-01-528-0432 TEST SET,CONCRETE 6635015280432 015280432

Managed by United States
NSN Created on 1 Mar 2005
Data Last Changed
January 2023
NATO Update Count
3
NATO Data Quality
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NSN 6635-01-528-0432 (Generic Image) 1/1

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6635-01-528-0432 Demil Restrictions 6635-01-528-0432

DEMIL: A | DEMILI: 1 | CRITICALITY: X | HMIC: N | PMIC: A | EDC: A | ADPEC: 0

6635-01-528-0432 is a Concrete Test Set 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.

6635-01-528-0432 HTS and ScheduleB Import and Export 6635-01-528-0432

6635-01-528-0432 End Users End Users 6635-01-528-0432

Belgium (ZB01)
Effective Date:
1 May 2011
Canada (ZC01)
Effective Date:
1 Sep 2013
Portugal (ZP01)
Effective Date:
1 Mar 2005

6635-01-528-0432 Manufacturers Approved Sources 6635-01-528-0432

6635-01-528-0432 Technical Data Datasheet 6635-01-528-0432

Characteristic
Specifications
FIIG
A23800
Special Features [FEAT]
Type N Is Suited For Measuring The Compressive Strenght Of Concrete Of 1,450 To 10,152 Psi; Measuring Range 10 To 70 N/Mm2 Compressive Strenght; Rebound Values Are Read From A Dial
Part Name Assigned By Controlling Agency [CXCY]
Concrete Test Hammer

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6635-01-528-0432 Freight Data Freight Information 6635-01-528-0432

6635-01-528-0432 has freight characteristics.. 6635-01-528-0432 has a variance between NMFC and UFC when transported by rail and the description should be consulted.