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BSI - BS EN 14227-3

Hydraulically bound mixtures Specifications Part 3: Fly ash bound mixtures

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Organization: BSI
Publication Date: 23 July 2004
Status: inactive
Page Count: 36
ICS Code (Road construction materials): 93.080.20

Document History

BS EN 14227-3
May 31, 2013
Hydraulically bound mixtures - Specifications Part 3: Fly ash bound granular mixtures
A description is not available for this item.
BS EN 14227-3
July 23, 2004
Hydraulically bound mixtures Specifications Part 3: Fly ash bound mixtures
A description is not available for this item.

References

This document references:
BS EN 13286-50 - Unbound and hydraulically bound mixtures — Part 50: Method for the manufacture of test specimens of hydraulically bound mixtures using Proctor equipment or vibrating table compaction
Published by BSI on January 21, 2005
A description is not available for this item.
This document references:
BS EN 13286-51 - Unbound and hydraulically bound mixtures Part 51: Method for the manufacture of test specimens of hydraulically bound mixtures using vibrating hammer compaction
Published by BSI on January 21, 2005
A description is not available for this item.
This document references:
BS EN 13286-52 - Unbound and hydraulically bound mixtures Part 52: Method for the manufacture of test specimens of hydraulically bound mixtures using vibrocompression
Published by BSI on January 21, 2005
A description is not available for this item.
This document references:
BS EN 13286-53 - Unbound and hydraulically bound mixtures Part 53: Methods for the manufacture of test specimens of hydraulically bound mixtures using axial compression
Published by BSI on January 19, 2005
A description is not available for this item.
This document references:
EN 1097-6 - Tests for mechanical and physical properties of aggregates - Part 6: Determination of particle density and water absorption
Published by CEN on February 1, 2022
This document specifies the reference methods used for type testing and in case of dispute, for the determination of particle density and water absorption of normal weight and lightweight aggregates....
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