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BS EN 12620:2013

Current
Current

The latest, up-to-date edition.

Aggregates for concrete
Available format(s)

Hardcopy , PDF

Language(s)

English

Published date

31-05-2013

Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 Geometrical requirements
5 Physical requirements
6 Chemical requirements
7 Evaluation of conformity
8 Designation
9 Marking and labelling
Annex A (informative) - Illustration of grading
        requirements for most commonly used
        sizes for graded coarse aggregates
Annex B (informative) - Guidance on the
        description of coarseness/fineness of
        fine aggregates
Annex C (normative) - Reduced grading
        tolerances on producer's declared
        typical grading for fine aggregate
Annex D (normative) - Assessment of fines
Annex E (informative) - Guidance on the use
        of aggregates in concrete
Annex F (informative) - Notes for guidance on
        the freezing and thawing resistance of
        aggregates
Annex G (informative) - Guidance on the effects
        of some chemical constituents of aggregates
        on the durability of concrete in which they
        are incorporated
Annex H (normative) - Factory production control
Annex ZA (informative) - Clauses of this European
         Standard addressing essential requirements
         or other provisions of EU Directives
Bibliography

Describes the properties of aggregates and filler aggregates obtained by processing natural, manufactured or recycled materials and mixtures of these aggregates for use in concrete.

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 concrete in conformity with EN 206-1 and concrete used in roads and other pavements and for use in precast concrete products.

It covers aggregates having an oven dried particle density greater than 2,0 Mg/m3 (2000 Kg/m3). 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 in concrete.

Categories, notes, comments etc, which are grey shaded, should not be used in concrete.

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.

NOTE Requirements for lightweight aggregates are specified in prEN 13055.

Requirements for the declaration of the potential of aggregates to release regulated dangerous substances are currently under development. Until such time as these are finalised, attention should be paid to requirements at the place of use.

Committee
B/502
DevelopmentNote
Supersedes BS 882(1992), BS 1047(1983) & 96/107958 DC. (10/2002) Supersedes 06/30152179 DC. (06/2008) 2013 Edition issued on 31/05/2013 is declared withdrawn on 10/01/2014. 2002 Edition Re-Issued in June 2008 & incorporates AMD 1 2008. (02/2014)
DocumentType
Standard
Pages
60
PublisherName
British Standards Institution
Status
Current
Supersedes

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EN 196-2:2013 Method of testing cement - Part 2: Chemical analysis of cement
EN 932-3:1996/A1:2003 TESTS FOR GENERAL PROPERTIES OF AGGREGATES - PART 3: PROCEDURE AND TERMINOLOGY FOR SIMPLIFIED PETROGRAPHIC DESCRIPTION
EN 1097-8:2009 Tests for mechanical and physical properties of aggregates - Part 8: Determination of the polished stone value
EN 1744-5:2006 Tests for chemical properties of aggregates - Part 5: Determination of acid soluble chloride salts
EN 933-3:2012 Tests for geometrical properties of aggregates - Part 3: Determination of particle shape - Flakiness index
ISO 565:1990 Test sieves — Metal wire cloth, perforated metal plate and electroformed sheet — Nominal sizes of openings
EN 933-10:2009 Tests for geometrical properties of aggregates - Part 10: Assessment of fines - Grading of filler aggregates (air jet sieving)
EN 1367-4:2008 Tests for thermal and weathering properties of aggregates - Part 4: Determination of drying shrinkage
EN 1744-1:2009+A1:2012 Tests for chemical properties of aggregates - Part 1: Chemical analysis
EN 1097-3:1998 Tests for mechanical and physical properties of aggregates - Part 3: Determination of loose bulk density and voids
EN 933-9:2009+A1:2013 Tests for geometrical properties of aggregates - Part 9: Assessment of fines - Methylene blue test
EN 1097-2:2010 Tests for mechanical and physical properties of aggregates - Part 2: Methods for the determination of resistance to fragmentation
EN 933-7:1998 Tests for geometrical properties of aggregates - Part 7: Determination of shell content - Percentage of shells in coarse aggregates
EN 1367-2:2009 Tests for thermal and weathering properties of aggregates - Part 2: Magnesium sulfate test
EN 933-1:2012 Tests for geometrical properties of aggregates - Part 1: Determination of particle size distribution - Sieving method
EN 933-8:2012+A1:2015 Tests for geometrical properties of aggregates - Part 8: Assessment of fines - Sand equivalent test
EN 932-5:2012/AC:2014 TESTS FOR GENERAL PROPERTIES OF AGGREGATES - PART 5: COMMON EQUIPMENT AND CALIBRATION
EN 1097-1:2011 Tests for mechanical and physical properties of aggregates - Part 1: Determination of the resistance to wear (micro-Deval)
EN 933-4:2008 Tests for geometrical properties of aggregates - Part 4: Determination of particle shape - Shape index
EN 933-11:2009/AC:2009 TESTS FOR GEOMETRICAL PROPERTIES OF AGGREGATES - PART 11: CLASSIFICATION TEST FOR THE CONSTITUENTS OF COARSE RECYCLED AGGREGATE
EN 206-1:2000/A2:2005 CONCRETE - PART 1: SPECIFICATION, PERFORMANCE, PRODUCTION AND CONFORMITY
EN 1097-9:2014 Tests for mechanical and physical properties of aggregates - Part 9: Determination of the resistance to wear by abrasion from studded tyres - Nordic test
EN 1097-6:2013 Tests for mechanical and physical properties of aggregates - Part 6: Determination of particle density and water absorption
EN 13055-1:2002/AC:2004 LIGHTWEIGHT AGGREGATES - PART 1: LIGHTWEIGHT AGGREGATES FOR CONCRETE, MORTAR AND GROUT
CR 1901:1995 Regional Specifications and Recommendations for the avoidance of damaging alkali silica reactions in concrete
EN 1744-6:2006 Tests for chemical properties of aggregates - Part 6: Determination of the influence of recycled aggregate extract on the initial setting time of cement

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