Aggregates for bituminous mixtures and surface treatments for roads, airfields and other trafficked areas
This European Standard specifies the properties of aggregates and filler aggregates obtained by processing
natural, manufactured or recycled materials and mixtures of these aggregates for use in bituminous mixtures
and surface treatments for roads, airfields and other trafficked areas.
This standard does not cover the use of reclaimed bituminous mixtures.
It also covers recycled aggregate with particle densities greater than 1,50 Mg/m3 (1 500 kg/m3) with
appropriate caveats and recycled fine aggregate with appropriate caveats.
A list of the source materials that have been considered and indicating those which are within the scope of this
standard is given in Annex A (normative).
Requirements for the evaluation of conformity of the products to this European Standard are given in
EN 16236.
It incorporates a general requirement that aggregates shall not release any dangerous substances in excess
of the maximum permitted levels specified in a relevant European Standard for the material or permitted in the
national regulations of the member state of destination.The tables in this standard include categories which are common across the four main aggregate standards:
EN 12620, EN 13043, EN 13139 and EN 13242. Not all of these categories are appropriate for aggregates for
use for bituminous mixtures.
Categories, notes, comments etc., which are grey shaded, should not be used for aggregates for bituminous
mixtures.
Aggregates used in construction should comply with all the requirements of the relevant European Standards.
These standards include comprehensive and specific requirements for natural aggregates, iron and steel
making slag and recycled aggregates, dealing with, for example, the stability of certain basalts, the expansion
of certain slags and the constitution of recycled aggregates.
For materials from some other secondary sources, however, work is ongoing and the requirements are
incomplete. In the meantime, such materials, when placed on the market as aggregates, should conform fully
to this standard but may also be required to conform to specific relevant additional requirements at the place
of use. Additional characteristics and requirements may be specified on a case by case basis depending upon
experience of use of the product, and defined in specific contractual documents.
ΚΩΔΙΚΟΣ ΠΡΟΪΟΝΤΟΣ:
CYS EN 13043:2013
This European Standard specifies the properties of aggregates and filler aggregates obtained by processing
natural, manufactured or recycled materials and mixtures of these aggregates for use in bituminous mixtures
and surface treatments for roads, airfields and other trafficked areas.
This standard does not cover the use of reclaimed bituminous mixtures.
It also covers recycled aggregate with particle densities greater than 1,50 Mg/m3 (1 500 kg/m3) with
appropriate caveats and recycled fine aggregate with appropriate caveats.
A list of the source materials that have been considered and indicating those which are within the scope of this
standard is given in Annex A (normative).
Requirements for the evaluation of conformity of the products to this European Standard are given in
EN 16236.
It incorporates a general requirement that aggregates shall not release any dangerous substances in excess
of the maximum permitted levels specified in a relevant European Standard for the material or permitted in the
national regulations of the member state of destination.The tables in this standard include categories which are common across the four main aggregate standards:
EN 12620, EN 13043, EN 13139 and EN 13242. Not all of these categories are appropriate for aggregates for
use for bituminous mixtures.
Categories, notes, comments etc., which are grey shaded, should not be used for aggregates for bituminous
mixtures.
Aggregates used in construction should comply with all the requirements of the relevant European Standards.
These standards include comprehensive and specific requirements for natural aggregates, iron and steel
making slag and recycled aggregates, dealing with, for example, the stability of certain basalts, the expansion
of certain slags and the constitution of recycled aggregates.
For materials from some other secondary sources, however, work is ongoing and the requirements are
incomplete. In the meantime, such materials, when placed on the market as aggregates, should conform fully
to this standard but may also be required to conform to specific relevant additional requirements at the place
of use. Additional characteristics and requirements may be specified on a case by case basis depending upon
experience of use of the product, and defined in specific contractual documents.
