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About This Item

 

Full Description

This document describes the reference method, the Los Angeles test, used for type testing and in case of dispute (and an alternative method, the impact test) for determining the resistance to fragmentation of coarse aggregates (main text) and aggregates for railway ballast (Annex A). For other purposes, in particular factory production control, other methods are possible provided that an appropriate working relationship with the reference method has been established.

This document applies to natural, manufactured or recycled aggregates used in building and civil engineering.

Cross References:
EN 10025-2:2004
EN 932-5
EN 933-1
EN 933-2
EN 1097-6
EN 932-2
DIN 52115-2:2014
EN ISO 6508-1:2016
EN ISO 16396-1:2015
ISO 5725-2:1994
ISO 8062:1994
ISO 185:2005
ISO 683-3:2014
ISO 4957:1999
ISO 48:2010
ISO 4762:2004
ISO 2768-2:1989
ISO 3302-1:2014
ISO 2768-1:1989
EN 10083-2:2006


All current amendments available at time of purchase are included with the purchase of this document.
 

Document History

  1. BS EN 1097-2:2020

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    Tests for mechanical and physical properties of aggregates-Methods for the determination of resistance to fragmentation

    • Most Recent
  2. BS EN 1097-2:2010


    Tests for mechanical and physical properties of aggregates-Methods for the determination of resistance to fragmentation

    • Historical Version
  3. BS EN 1097-2:1998


    Tests for mechanical and physical properties of aggregates-Methods for the determination of resistance to fragmentation

    • Historical Version
  4. BS 812-112:1990


    Testing aggregates-Method for determination of aggregate impact value (AIV)

    • Historical Version
  5. BS 812-111:1990


    Testing aggregates-Methods for determination of ten per cent fines value (TFV)

    • Historical Version
  6. BS 812-110:1990


    Testing aggregates-Methods for determination of aggregate crushing value (ACV)

    • Historical Version
  7. BS 812-3:1975


    Testing aggregates-Methods for determination of mechanical properties

    • Historical Version