DS/EN 12350-6
Testing fresh concrete – Part 6: Density
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| Organization: | DS |
| Publication Date: | 24 June 2019 |
| Status: | active |
| Page Count: | 12 |
| ICS Code (Concrete and concrete products): | 91.100.30 |
scope:
This document specifies a method for determining the density of compacted fresh concrete both in the laboratory and in the field. It may not be applicable to very stiff concrete which cannot be compacted by normal vibration.
Document History
DS/EN 12350-6
June 24, 2019
Testing fresh concrete – Part 6: Density
This document specifies a method for determining the density of compacted fresh concrete both in the laboratory and in the field. It may not be applicable to very stiff concrete which cannot be...
November 20, 2012
Testing fresh concrete – Part 6: Density
This European standard specifies a method for determining the density of compacted fresh concrete both in the laboratory and in the field. NOTE – It may not be applicable to very stiff concrete which...
May 6, 2009
Testing fresh concrete - Part 6: Density
This European standard specifies a method for determining the density of compacted fresh concrete both in the laboratory and in the field. NOTE It may not be applicable to very stiff concrete which...
August 23, 2002
Testing fresh concrete - Part 6: Density
This standard specifies a method for determining the density of compacted fresh concrete both in the laboratory and in the field.
December 23, 1999
Testing fresh concrete - Part 6: Density
This standard specifies a method for determining the density of compacted fresh concrete both in the laboratory and in the field.
Testing fresh concrete – Part 6: Density
This document specifies a method for determining the density of compacted fresh concrete both in the laboratory and in the field. It may not be applicable to very stiff concrete which cannot be...
Testing fresh concrete - Part 6: Density
This European standard specifies a method for determining the density of compacted fresh concrete both in the laboratory and in the field.
NOTE It may not be applicable to very stiff concrete which...