SIST EN 13043:2013
(Main)Aggregates for bituminous mixtures and surface treatments for roads, airfields and other trafficked areas
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. NOTE 1 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. NOTE 2 Requirements for reclaimed asphalt for use as a constituent of asphalt mixtures are specified in EN 13108-8 and are not therefore covered in detail in this standard. EN 13108-8 does however call up the general requirements of EN 13043 for the aggregate component of reclaimed asphalt.
Gesteinskörnungen für Asphalt und Oberflächenbehandlung für Straßen, Flugplätze und andere Verkehrsflächen
Diese Europäische Norm legt die Eigenschaften von Gesteinskörnungen und Füller fest, die durch Aufbereitung natürlicher, industriell hergestellter oder rezyklierter Materialien sowie Mischungen solcher Materialien für die Verwendung in Asphalten und Oberflächenbehandlungen für Straßen, Flugplätzen und andere Verkehrsflächen gewonnen werden. Diese Norm gilt nicht für die Verwendung von Ausbauasphalt. Die Norm deckt ebenfalls rezyklierte Gesteinskörnungen mit einer Dichte zwischen 1,50 Mg/m3 (1 500 kg/m3) und 2,00 Mg/m3 (2 000 kg/m3) sowie rezyklierte feinkörnige Gesteinskörnungen ab, jeweils mit den entsprechenden Einschränkungen. Anhang A (normativ) enthält ein Verzeichnis der berücksichtigten Ausgangsmaterialien, die im Anwendungsbereich dieser Norm liegen. Sie enthält ebenfalls die Festlegung, dass ein Qualitätskontrollsystem für die werkseigene Produktionskontrolle einzuführen ist sowie Festlegungen für die Bewertung der Konformität von Produkten nach dieser Europäischen Norm. Die Tabellen in dieser Norm enthalten Kategorien, die in allen vier Hauptnormen für Gesteinskörnungen festgelegt sind: EN 12620, EN 13043, EN 13139 und EN 13242. Nur die grau hervorgehobenen Kategorien sind für Beton zu verwenden. Die Kategorien mit weißem Hintergrund dürfen nicht in Beton verwendet werden und sind nur zur Information angegeben. Die Norm enthält die allgemeine Anforderung, dass die Freisetzung gefährlicher Stoffe die in der für das Material einschlägigen Europäischen Norm maximal zulässigen Grenzwerte bzw. die nach den nationalen Bestimmungen des Bestimmungsmitgliedstaats zulässigen Grenzwerte nicht übersteigen darf (siehe ANMERKUNG 4). ANMERKUNG 1 Gesteinskörnungen im Bauwesen sollten mit allen Anforderungen der einschlägigen Europäischen Normen übereinstimmen.
Granulats pour mélanges hydrocarbonés et pour enduits superficiels utilisés dans la construction des chaussées, aérodromes et d'autres zones de circulation
La présente Norme européenne spécifie les caractéristiques des granulats et des fillers élaborés à partir de
matériaux naturels, artificiels ou de recyclage et des mélanges de ces granulats afin d'être incorporés dans
les mélanges bitumineux et les enduits superficiels utilisés dans la construction des chaussées, aérodromes
et autres zones de circulation.
La présente norme ne traite pas de l'utilisation de mélanges bitumineux recyclés.
Elle traite également des granulats recyclés ayant une masse volumique supérieure à 1,50 Mg/m3
(1 500 kg/m3), avec les mises en garde appropriées, et du sable recyclé, avec les mises en garde
appropriées.
Une liste des origines des matériaux qui ont été pris en considération et relèvent du domaine d'application de
la présente norme est donnée à l'Annexe A (normative).
Les exigences relatives à l’évaluation de la conformité sont spécifiées dans l’EN 16236.
La présente norme intègre une exigence générale stipulant que les granulats ne doivent dégager aucune
substance dangereuse dont les valeurs d'émission dépassent les niveaux maximaux admissibles spécifiés
dans une Norme européenne pertinente pour le matériau ou dans la réglementation nationale de l'Etat
membre de destination.
Les tableaux de la présente norme contiennent des catégories qui sont communes aux quatre principales
normes relatives aux granulats : EN 12620, EN 13043, EN 13139 et EN 13242. Ces catégories ne sont pas
toutes appropriées pour un usage des granulats dans les mélanges hydrocarbonés.
Les catégories, notes, commentaires, etc. qui sont grisés ne devraient pas être utilisées pour les applications
dans les mélanges hydrocarbonés.
Les granulats utilisés dans la construction doivent respecter toutes les exigences des Normes européennes
concernées. Ces dernières contiennent les exigences générales et particulières relatives aux granulats
naturels, au laitier de haut fourneau et d'aciérie et aux granulats recyclés, et traitent par exemple de la
stabilité de certains basaltes, de l'expansion de certains laitiers et de la composition des granulats recyclés.
Cependant, pour les matériaux provenant d’autres sources secondaires, les travaux sont en cours et les
exigences sont incomplètes. En attendant, il convient que ces matériaux, lorsqu'ils sont mis sur le marché en
tant que granulats, respectent pleinement la présente norme, mais ils peuvent aussi devoir se conformer à
des exigences complémentaires spécifiques pertinentes sur le lieu d'utilisation. Des caractéristiques et des
exigences complémentaires peuvent être spécifiées au cas par cas, en fonction de l'expérience acquise à
l'usage du produit, et définies dans des documents contractuels spécifiques.
NOTE 1 Les caractéristiques des granulats légers sont spécifiées dans le prEN 13055.
Les exigences relatives à la déclaration du potentiel des granulats à relarguer des substances dangereuses
réglementées sont actuellement en cours d'élaboration. Tant qu'elles ne sont pas finalisées, il convient de
tenir compte des exigences en vigueur sur le lieu d'utilisation.
NOTE 2 Les exigences sur les agrégats d’enrobés utilisés en tant que constituants des mélanges hydrocarbonés sont
spécifiées dans l’EN 13108-8 et ne sont pas, par conséquent, couverts en détail par cette norme. L’EN 13108-8 fait,
cependant, appel aux exigences générales de l’EN 13043 pour les granulats contenus dans les agrégats d’enrobés.
Agregati za bitumenske zmesi in površinske prevleke za ceste, letališča in druge prometne površine
Ta evropski standard določa lastnosti agregatov in kamene moke, pridobljenih z obdelavo naravnih, umetnih ali recikliranih materialov in zmesi teh agregatov, za uporabo v bitumenskih zmeseh in površinskih prevlekah za ceste, letališča in druge prometne površine. Ta standard ne zajema uporabe ponovno uporabljenih bitumenskih zmesi. Prav tako zajema reciklirane agregate s prostorninsko maso zrn, večjo od 1,50 mg/m3 (1500 kg/m3), v skladu z ustreznimi pogoji in reciklirane fine agregate v skladu z ustreznimi pogoji. Seznam obravnavanih izvornih materialov, ki določa materiale, vključene v predmet tega standarda, je naveden v dodatku A (normativni). Zahteve za vrednotenje skladnosti izdelkov s tem evropskim standardom so navedene v standardu EN 16236.
Vključuje splošno zahtevo o tem, da agregati ne smejo oddajati nobenih nevarnih snovi v količinah, ki so večje od največjih dovoljenih količin v ustreznem evropskem standardu za materiale ali v nacionalni zakonodaji države članice. Razpredelnice v tem standardu vključujejo kategorije, ki so skupne vsem štirim glavnim standardom za agregate: EN 12620, EN 13043, EN 13139 in EN 13242. Nekatere od teh kategorij niso primerne za agregate za uporabo v bitumenskih zmeseh. Kategorije, opombe, komentarji itd. v sivi barvi se ne smejo uporabljati za agregate za uporabo v bitumenskih zmeseh. Agregati, ki se uporabljajo pri konstrukcijah, morajo izpolnjevati zahteve ustreznih evropskih standardov.
Ti standardi vključujejo celovite in posebne zahteve za naravne agregate, žlindro, nastalo pri pridobivanju železa in jekla, in reciklirane agregate ter obravnavajo na primer stabilnost nekaterih bazaltov, raztezek nekaterih vrst žlindre in sestavo recikliranih agregatov. Za materiale iz nekaterih drugih sekundarnih virov oblikovanje standardov še poteka in so zahteve nepopolne. Kadar so taki materiali dani na tržišče kot agregati, morajo v celoti ustrezati temu standardu in morajo biti morda skladni tudi s posebnimi ustreznimi dodatnimi zahtevami, ki veljajo na območju uporabe. Dodatne značilnosti in zahteve se lahko določijo za vsak posamezen primer glede na izkušnje pri uporabi izdelka in so opredeljene v posebnih pogodbenih dokumentih. OPOMBA 1: Zahteve za lahke agregate so določene v standardu prEN 13055. Zahteve za izjavo o kapaciteti agregatov za izpust reguliranih nevarnih snovi so v pripravi. Dokler te zahteve niso dokončno oblikovane, je treba upoštevati zahteve na območju uporabe. OPOMBA 2: Zahteve za ponovno uporabljeni asfalt za uporabo v asfaltnih zmeseh so določene v standardu EN 13108-8 in jih ta standard podrobno ne obravnava. Vendar pa se EN 13108-8 sklicuje na splošne zahteve iz standarda EN 13043 glede komponent agregatov za ponovno uporabljeni asfalt.
General Information
Relations
Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Gesteinskörnungen für Asphalt und Oberflächenbehandlung für Straßen, Flugplätze und andere VerkehrsflächenGranulats pour mélanges hydrocarbonés et pour enduits superficiels utilisés dans la construction des chaussées, aérodromes et d'autres zones de circulationAggregates for bituminous mixtures and surface treatments for roads, airfields and other trafficked areas93.080.20Materiali za gradnjo cestRoad construction materials91.100.15Mineralni materiali in izdelkiMineral materials and productsICS:Ta slovenski standard je istoveten z:EN 13043:2013SIST EN 13043:2013en,fr,de01-julij-2013SIST EN 13043:2013SLOVENSKI
STANDARDSIST EN 13043:2002/AC:2004SIST EN 13043:20021DGRPHãþD
SIST EN 13043:2013
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 13043
May 2013 ICS 91.100.15 Supersedes EN 13043:2002English Version
Aggregates for bituminous mixtures and surface treatments for roads, airfields and other trafficked areas
Granulats pour mélanges bitumineux et pour enduits superficiels utilisés dans la construction des chaussées, aérodromes et autres zones de circulation
Gesteinskörnungen für Asphalt und Oberflächenbehandlungen für Straßen, Flugplätze und andere Verkehrsflächen This European Standard was approved by CEN on 24 August 2011.
CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN member.
This European Standard exists in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management Centre has the same status as the official versions.
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre:
Avenue Marnix 17,
B-1000 Brussels © 2013 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13043:2013: ESIST EN 13043:2013
EN 13043:2013 (E) 2 Contents Page Foreword .4 1 Scope .6 2 Normative references .6 3 Terms and definitions .8 4 Geometrical requirements . 10 4.1 General . 10 4.2 Aggregate sizes . 10 4.3 Grading . 11 4.3.1 General . 11 4.3.2 Coarse aggregates. 12 4.3.3 Fine aggregates . 13 4.3.4 All-in aggregates . 13 4.3.5 Special use aggregates and declared grading categories . 13 4.3.6 Grading of added filler . 14 4.4 Fines content . 14 4.5 Fines quality . 16 4.6 Particle shape of coarse and all-in aggregates . 17 4.6.1 Flakiness index and shape index . 17 4.6.2 Percentage of crushed or broken particles . 18 4.6.3 Angularity of fine aggregates . 19 5 Physical requirements . 19 5.1 General . 19 5.2 Resistance to fragmentation . 20 5.3 Resistance to wear . 21 5.4 Particle density and water absorption . 21 5.4.1 Particle density . 21 5.4.2 Water absorption . 22 5.5 Bulk density . 22 5.6 Resistance to polishing for application in surface courses . 22 5.7 Resistance to surface abrasion . 22 5.8 Resistance to abrasion from studded tyres for application in surface courses . 23 5.9 Affinity to bituminous binder . 23 6 Chemical requirements . 23 6.1 General . 23 6.2 Petrographic description . 24 6.3 Coarse lightweight contaminators . 24 6.4 Constituents which affect the volume stability of blast furnace and steel slag . 24 6.4.1 Dicalcium silicate disintegration of air-cooled blast furnace slag . 24 6.4.2 Iron disintegration of air-cooled blast furnace slag . 24 6.4.3 Volume stability of steel slag . 24 7 Durability . 25 7.1 General . 25 7.2 Magnesium sulfate soundness of coarse aggregates . 25 7.3 Freeze-thaw resistance . 26 7.3.1 Water absorption as a screening test for freeze-thaw resistance . 26 7.3.2 Resistance to freezing and thawing. 26 7.3.3 Resistance to freezing and thawing in the presence of salt (extreme conditions) . 27 7.4 “Sonnenbrand” of basalt . 27 SIST EN 13043:2013
EN 13043:2013 (E) 3 7.5 Resistance to thermal shock . 28 8 Requirements for filler aggregate . 28 8.1 General . 28 8.2 Geometrical requirements . 29 8.2.1 Grading for added filler . 29 8.2.2 Harmful fines . 29 8.3 Physical requirements . 30 8.3.1 Water content . 30 8.3.2 Particle density . 30 8.3.3 Stiffening properties . 30 8.4 Chemical requirements . 31 8.4.1 Water solubility . 31 8.4.2 Water susceptibility . 31 8.4.3 Carbonate content of filler aggregate . 31 8.4.4 Calcium carbonate content of limestone filler aggregate . 32 8.4.5 Calcium hydroxide content of mixed filler . 33 8.5 Requirements for consistency of filler production . 33 8.5.1 General . 33 8.5.2 "Bitumen number" of added filler . 33 8.5.3 Loss on ignition of coal fly ash . 33 8.5.4 Particle density of added filler . 34 8.5.5 Loose bulk density in kerosene . 34 8.5.6 Specific surface area. 34 9 Evaluation of conformity . 34 10 Designation . 34 10.1 Designation and description . 34 10.2 Additional information for the description of an aggregate . 34 11 Marking and labelling . 34 Annex A (normative)
Source materials considered in the development of EN 13043 and their status in respect of the scope of this standard . 36 Annex ZA (informative)
Clauses of this European Standard addressing the provisions of the EU Construction Products Directive . 40 ZA.1 Scope and relevant characteristics . 40 ZA.2 Procedures for attestation of conformity of aggregates and fillers . 44 ZA.2.1 Systems of attestation of conformity . 44 ZA.2.2 EC Certificate Declaration of conformity . 45 ZA.3 CE marking and labelling . 47
SIST EN 13043:2013
EN 13043:2013 (E) 4 Foreword This European Standard (EN 13043:2013) has been prepared by Technical Committee CEN/TC 154 “Aggregates”, the secretariat of which is held by BSI. This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by November 2013, and conflicting national standards shall be withdrawn at the latest by February 2015. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN [and/or CENELEC] shall not be held responsible for identifying any or all such patent rights. This European Standard supersedes EN 13043:2002. The main changes compared to the previous edition are: a) Description of evaluation of conformity of aggregates - initial type testing and factory production control in a separate new standard EN 16236; b) Implementing recycling aggregates; c) Implementing general sentences on dangerous substances and adding a new normative Annex A dealing with all source materials considered; d) Unification of categories which are common across the four main aggregate standards: EN 12620, EN 13043, EN 13139 and EN 13242; e) Unification of definitions which are common across the four main aggregate standards: EN 12620, EN 13043, EN 13139 and EN 13242, i. e. for coarse, fine, all-in aggregates and natural graded 0/8 aggregates; f) Adding requirements for the sand equivalent value for fines quality; g) Implementation of new methylene blue values for fines quality; h) Slight modifications of flakiness/shape indices and Los Angeles-, Micro Deval- and Nordic Abrasion values; i) Reorganisation of chemical requirements; j) Reorganisation of durability including a new requirement for the resistance to freezing and thawing in the presence of salt (extreme conditions); k) Precision of carbonate content of filler aggregate and calcium carbonate content of limestone filler aggregate; l) Deletion of the old Annexes A and B. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports essential requirements of EU Directive(s). For relationship with EU Directive(s), see informative Annex ZA, which is an integral part of this document. Requirements for other end uses of aggregates are specified in the following European Standards: SIST EN 13043:2013
EN 13043:2013 (E) 5 EN 12620, Aggregates for concrete; EN 13055 (all parts), Lightweight aggregates; EN 13139, Aggregates for mortar; EN 13242, Aggregates for unbound and hydraulically bound materials for use in civil engineering work and road construction; EN 13383-1, Armourstone — Part 1: Specification; EN 13450, Aggregates for railway ballast. Requirements for evaluation of conformity are specified in EN 16236. According to the CEN/CENELEC Internal Regulations, the national standards organisations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. SIST EN 13043:2013
EN 13043:2013 (E) 6 1 Scope 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 mixtures3. It also covers recycled aggregate with densities between 1,50 Mg/m3 (1 500 kg/m3) and 2,00 Mg/m3 (2 000 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.
NOTE 1 Requirements for lightweight aggregates are specified in EN 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. NOTE 2 Requirements for reclaimed asphalt for use as a constituent of asphalt mixtures are specified in EN 13108-8 and are not therefore covered in detail in this standard. EN 13108-8 does however call up the general requirements of EN 13043 for the aggregate component of reclaimed asphalt. 2 Normative references The following documents, in whole or in part, are normatively referenced in this document and are indispensable for its application. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 196-2, Methods of testing cement — Part 2: Chemical analysis of cement EN 196-6, Methods of testing cement — Part 6: Determination of fineness SIST EN 13043:2013
EN 13043:2013 (E) 7 EN 459-2, Building lime — Part 2: Test methods EN 932-3, Tests for general properties of aggregates — Part 3: Procedure and terminology for simplified petrographic description EN 933-1, Tests for geometrical properties of aggregates — Part 1: Determination of particle size distribution — Sieving method EN 933-3, Tests for geometrical properties of aggregates — Part 3: Determination of particle shape— Flakiness index EN 933-4, Tests for geometrical properties of aggregates — Part 4: Determination of particle shape — Shape index EN 933-5, Tests for geometrical properties of aggregates — Part 5: Determination of percentage of crushed and broken surfaces in coarse aggregate particles EN 933-6, Tests for geometrical properties of aggregates — Part 6: Assessment of surface characteristics — Flow coefficient of aggregates EN 933-8, Tests for geometrical properties of aggregates — Part 8: Assessment of fines — Sand equivalent test EN 933-9, Tests for geometrical properties of aggregates — Part 9: Assessment of fines — Methylene blue test EN 933-10, Tests for geometrical properties of aggregates — Part 10: Assessment of fines — Grading of filler aggregates (air jet sieving) EN 1097-1, Tests for mechanical and physical properties of aggregates — Part 1: Determination of the resistance to wear (micro-Deval) EN 1097-2, Tests for mechanical and physical properties of aggregates — Part 2: Methods for the determination of resistance to fragmentation EN 1097-3, Tests for mechanical and physical properties of aggregates — Part 3: Determination of loose bulk density and voids EN 1097-4, Tests for mechanical and physical properties of aggregates — Part 4: Determination of the voids of dry compacted filler EN 1097-5, Tests for mechanical and physical properties of aggregates — Part 5: Determination of the water content by drying in a ventilated oven EN 1097-6, Tests for mechanical and physical properties of aggregates — Part 6: Determination of particle density and water absorption EN 1097-7, Tests for mechanical and physical properties of aggregates — Part 7: Determination of the particle density of filler — Pyknometer method EN 1097-8, Tests for mechanical and physical properties of aggregates — Part 8: Determination of the polished stone value EN 1097-9, Tests for mechanical and physical properties of aggregates — Part 9: Determination of the resistance to wear by abrasion from studded tyres — Nordic test EN 1367-1, Tests for thermal and weathering properties of aggregates — Part 1: Determination of resistance to freezing and thawing SIST EN 13043:2013
EN 13043:2013 (E) 8 EN 1367-2, Tests for thermal and weathering properties of aggregates — Part 2: Magnesium sulfate test EN 1367-3, Tests for thermal and weathering properties of aggregates — Part 3: Boiling test for “Sonnenbrand basalt” EN 1367-5, Tests for thermal and weathering properties of aggregates — Part 5: Determination of resistance to thermal shock EN 1367-6, Tests for thermal and weathering properties of aggregates — Part 6: Determination of resistance to freezing and thawing in the presence of salt (NaCl) EN 1744-1, Tests for chemical properties of aggregates — Part 1: Chemical analysis EN 1744-4, Tests for chemical properties of aggregates — Part 4: Determination of water susceptibility of fillers for bituminous mixtures EN 16236:2013, Evaluation of conformity of aggregates — Initial Type Testing and Factory Production Control EN 12697-11, Bituminous mixtures — Test methods for hot mix asphalt — Part 11: Determination of the affinity between aggregate and bitumen EN 13179-1, Tests for filler aggregate used in bituminous mixtures — Part 1: Delta ring and ball test EN 13179-2, Tests for filler aggregate used in bituminous mixtures — Part 2: Bitumen number ISO 565, Test sieves — Metal wire cloth, perforated metal plate and electroformed sheet — Nominal sizes of openings ISO 9277, Determination of the specific surface area of solids by gas adsorption — BET method 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 aggregate granular material of natural, manufactured or recycled origin used in construction 3.2 natural aggregate aggregate from mineral sources which has been subjected to nothing more than mechanical processing 3.3 manufactured aggregate aggregate of mineral origin resulting from an industrial process involving thermal or other modification 3.4 recycled aggregate aggregate resulting from the processing of inorganic or mineral material previously used in construction 3.5 category level of a property of an aggregate expressed as a range of values or a limiting value Note 1 to entry: There is no relationship between the categories of different properties. SIST EN 13043:2013
EN 13043:2013 (E) 9 3.6 aggregate size designation of aggregate in terms of lower (d) and upper (D) sieve sizes expressed as d/D Note 1 to entry: This designation accepts the presence of some particles which are retained on the upper sieve (oversize) and some which pass the lower sieve (undersize). 3.7 grading particle size distribution expressed as the percentages by mass passing a specified set of sieves Note 1 to entry: In this standard grading categories are used and expressed as GnX/Y in which:
n = type of grading defined below
C
= coarse
CA
= coarse for asphalt only
G
= Grit (a ≤ 4 and d
≥ 1)
F
= fine
NG
= natural graded
A
= all-in
X = lower limit passing D Y = upper limit passing d 3.8 fines particle size fraction of an aggregate that passes the 0,063 mm sieve 3.9 coarse aggregate designation given to the larger aggregate sizes with D greater than 4 mm and d greater than or equal to 1 mm Note 1 to entry: Aggregates that do not fit the definitions for fine or coarse (like 1/3, 1/4 or 2/4) are treated as coarse aggregate. 3.10 fine aggregate designation given to the smaller aggregate sizes with D less than or equal to 4 mm and d = 0 Note 1 to entry: Fine aggregate can be produced from natural disintegration of rock or gravel and/or by the crushing of rock or gravel or processing of manufactured aggregates. 3.11 all-in aggregate aggregate consisting of a mixture of coarse and fine aggregates with D greater than 4 mm and d = 0 Note 1 to entry: It can be produced without separating into coarse and fine fractions or it can be produced by combining coarse and fine aggregates. 3.12 filler aggregate aggregate, most of which passes a 0,063 mm sieve, that can be added to construction materials to provide certain properties SIST EN 13043:2013
EN 13043:2013 (E) 10 3.13 added filler filler aggregate of mineral origin, that has been produced separately 3.14 mixed filler filler aggregate of mineral origin, which has been mixed with calcium hydroxide 4 Geometrical requirements 4.1 General The necessity for testing and declaring all properties specified in this clause shall be limited according to the particular application at end use or origin of the aggregate. When required, the aggregates shall be tested as specified in Clause 4 to determine the relevant geometrical properties. When the value of a property is required but not defined by specified limits the value should be declared as an XXDeclared category, e.g., a value of, say, 55 for the flakiness index corresponds to FI55 (Declared value). NOTE 1 When a property is not required, a “No requirement” category can be used. NOTE 2 Guidance on selection of appropriate categories for specific applications can be found in national provisions in the place of use of the aggregate. NOTE 3 Where conformity with a category is based on a value of a property being less than or equal to a given value, conformity with a more severe category (lower value) automatically confers conformity with all less severe categories (higher values). Similarly for categories based on the value of a property being greater than or equal to a given value, conformity with a more severe (higher value) automatical
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2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Gesteinskörnungen für Asphalt und Oberflächenbehandlung für Straßen, Flugplätze und andere VerkehrsflächenGranulats pour mélanges hydrocarbonés et pour enduits superficiels utilisés dans la construction des chaussées, aérodromes et d'autres zones de circulationAggregates for bituminous mixtures and surface treatments for roads, airfields and other trafficked areas93.080.20Materiali za gradnjo cestRoad construction materials91.100.15Mineralni materiali in izdelkiMineral materials and productsICS:Ta slovenski standard je istoveten z:FprEN 13043kSIST FprEN 13043:2011en,fr,de01-april-2011kSIST FprEN 13043:2011SLOVENSKI
STANDARD
kSIST FprEN 13043:2011
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
FINAL DRAFT
FprEN 13043
February 2011 ICS 91.100.15 Will supersede EN 13043:2002English Version
Aggregates for bituminous mixtures and surface treatments for roads, airfields and other trafficked areas
Granulats pour mélanges hydrocarbonés et pour enduits superficiels utilisés dans la construction des chaussées, aérodromes et d'autres zones de circulation
Gesteinskörnungen für Asphalt und Oberflächenbehandlung für Straßen, Flugplätze und andere Verkehrsflächen This draft European Standard is submitted to CEN members for unique acceptance procedure. It has been drawn up by the Technical Committee CEN/TC 154.
If this draft becomes a European Standard, CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration.
This draft European Standard was established by CEN in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management Centre has the same status as the official versions.
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.
Recipients of this draft are invited to submit, with their comments, notification of any relevant patent rights of which they are aware and to provide supporting documentation.
Warning : This document is not a European Standard. It is distributed for review and comments. It is subject to change without notice and shall not be referred to as a European Standard.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre:
Avenue Marnix 17,
B-1000 Brussels © 2011 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. FprEN 13043:2011: EkSIST FprEN 13043:2011
FprEN 13043:2011 (E) 2 Contents Page Foreword .41 Scope .52 Normative references .53 Terms and definitions .74 Geometrical requirements .84.1 General .84.2 Aggregate sizes .94.3 Grading . 104.3.1 General . 104.3.2 Coarse aggregates. 114.3.3 Fine aggregates . 124.3.4 All-in aggregates . 124.3.5 Special use aggregates and declared grading categories . 124.3.6 Grading for added filler . 134.4 Fines content . 134.5 Fines quality . 154.6 Particle shape of coarse and all-in aggregates . 164.6.1 Flakiness index and shape index . 164.6.2 Percentage of crushed or broken particles . 174.6.3 Angularity of fine aggregates . 185 Physical requirements . 185.1 General . 185.2 Resistance to fragmentation . 195.3 Resistance to wear . 205.4 Particle density and water absorption . 205.4.1 Particle density . 205.4.2 Water absorption . 215.5 Bulk density . 215.6 Resistance to polishing for surface courses . 215.7 Resistance to surface abrasion . 215.8 Resistance to abrasion from studded tyres to be used for surface courses . 225.9 Affinity to bituminous binder . 226 Chemical requirements . 226.1 General . 226.2 Petrographic description . 236.3 Coarse lightweight contaminators . 236.4 Constituents which affect the volume stability of blast furnace and steel slag . 236.4.1 Dicalcium silicate disintegration of air-cooled blast furnace slag . 236.4.2 Iron disintegration of air-cooled blast furnace slag . 236.4.3 Volume stability of steel slag . 237 Durability . 247.1 General . 247.2 Magnesium sulfate soundness of coarse aggregates . 247.3 Freeze-thaw resistance . 257.3.1 Water absorption as a screening test for freeze-thaw resistance . 257.3.2 Resistance to freezing and thawing. 257.3.3 Resistance to freezing and thawing in the presence of salt (extreme conditions) . 267.4 “Sonnenbrand” of basalt . 26kSIST FprEN 13043:2011
FprEN 13043:2011 (E) 3 7.5 Resistance to thermal shock . 278 Requirements for filler aggregate . 278.1 General . 278.2 Geometrical requirements . 288.2.1 Grading for added filler . 288.2.2 Harmful fines . 288.3 Physical requirements . 298.3.1 Water content . 298.3.2 Particle density . 298.3.3 Stiffening properties . 298.4 Chemical requirements . 308.4.1 Water solubility . 308.4.2 Water susceptibility . 308.4.3 Carbonate content of filler aggregate . 308.4.4 Calcium carbonate content of limestone filler aggregate . 318.4.5 Calcium hydroxide content of mixed filler . 318.5 Requirements for consistency of filler production . 328.5.1 General . 328.5.2 "Bitumen number" of added filler . 328.5.3 Loss on ignition of coal fly ash . 328.5.4 Particle density of added filler . 328.5.5 Loose bulk density in kerosene . 338.5.6 Specific surface area. 339 Evaluation of conformity . 3310 Designation . 3310.1 Designation and description . 3310.2 Additional information for the description of an aggregate . 3311 Marking and labelling . 33Annex A (normative)
Source materials considered in the development of FprEN 13043 and their status in respect of the scope of this standard . 34Annex ZA (informative)
Clauses of this European Standard addressing the provisions of the EU Construction Products Directive . 38ZA.1 Scope and relevant characteristics . 38ZA.2 Procedures for attestation of conformity of aggregates and fillers . 42ZA.2.1 Systems of attestation of conformity . 42ZA.2.2 EC Certificate Declaration of conformity . 43ZA.3 CE marking and labelling . 45 kSIST FprEN 13043:2011
FprEN 13043:2011 (E) 4 Foreword This European Standard (FprEN 13043:2011) has been prepared by Technical Committee CEN/TC 154 “Aggregates”, the secretariat of which is held by BSI. This European Standard is currently submitted to the Unique Acceptance Procedure. This European Standard will supersede EN 13043:2002. This European Standard has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports essential requirements of Council Directive 89/106/EEC. For relationship with Council Directive 89/106/EEC, see informative Annex ZA, which is an integral part of this document. Annex A is normative. Requirements for other end uses of aggregates are specified in the following European Standards: EN 12620, Aggregates for concrete; EN 13055 (all parts), Lightweight aggregates; EN 13139, Aggregates for mortar; EN 13242, Aggregates for unbound and hydraulically bound materials for use in civil engineering work and road construction; EN 13383-1, Armourstone — Part 1: Specification; EN 13450, Aggregates for railway ballast. Considering evaluation of conformity, see FprEN 16236, Evaluation of conformity of aggregates. kSIST FprEN 13043:2011
FprEN 13043:2011 (E) 5 1 Scope 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 mixtures3. It also covers recycled aggregate with densities between 1,50 Mg/m3 (1 500 kg/m3) and 2,00 Mg/m3 (2 000 kg/m3) with appropriate caveats and recycled fine aggregate with appropriate caveats. A list of the source materials that have been considered and are within the scope of this standard is given in Annex A (normative). It also specifies that a quality control system is in place for use in factory production control and it provides for the evaluation of conformity of the products to this European Standard. 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. Only categories shaded grey are to be used for concrete, those in white background are not to be used and are for information only. 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 (see NOTE 4). NOTE 1 Aggregates used in construction should comply with all the requirements of the relevant European Standards. These standard 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 2 Requirements for lightweight aggregates are specified in EN 13055. NOTE 3 Requirements for reclaimed asphalt for use as a constituent of asphalt mixtures are specified in EN 13108-8 and are not therefore covered in detail in this standard. EN 13108 does however call up the general requirements of EN 13043 for the aggregate component of reclaimed asphalt. NOTE 4 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. NOTE 5 The Tables in this standard include categories which are common across the four main aggregate standards: FprEN 12620, FprEN 13043, FprEN 13139 and FprEN 13242. Not all of these categories are appropriate for aggregates for bituminous mixtures. Those categories, which are appropriate for bituminous mixtures are shown grey shaded. 2 Normative references The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 196-2, Methods of testing cement — Part 2: Chemical analysis of cement EN 196-6, Methods of testing cement — Part 6: Determination of fineness kSIST FprEN 13043:2011
FprEN 13043:2011 (E) 6 EN 459-2, Building lime — Part 2: Test methods EN 932-3, Tests for general properties of aggregates — Part 3: Procedure and terminology for simplified petrographic description EN 933-1, Tests for geometrical properties of aggregates — Part 1: Determination of particle size distribution — Sieving method EN 933-3, Tests for geometrical properties of aggregates — Part 3: Determination of particle shape— Flakiness index EN 933-4, Tests for geometrical properties of aggregates — Part 4: Determination of particle shape — Shape index EN 933-5, Tests for geometrical properties of aggregates — Part 5: Determination of percentage of crushed and broken surfaces in coarse aggregate particles EN 933-6, Tests for geometrical properties of aggregates — Part 6: Assessment of surface characteristics — Flow coefficient of aggregates EN 933-8, Tests for geometrical properties of aggregates — Part 8: Assessment of fines — Sand equivalent test EN 933-9, Tests for geometrical properties of aggregates — Part 9: Assessment of fines — Methylene blue test EN 933-10, Tests for geometrical properties of aggregates — Part 10: Assessment of fines — Grading of filler aggregates (air jet sieving) EN 1097-1, Tests for mechanical and physical properties of aggregates — Part 1: Determination of the resistance to wear (micro-Deval) EN 1097-2, Tests for mechanical and physical properties of aggregates — Part 2: Methods for the determination of resistance to fragmentation EN 1097-3, Tests for mechanical and physical properties of aggregates — Part 3: Determination of loose bulk density and voids EN 1097-4, Tests for mechanical and physical properties of aggregates — Part 4: Determination of the voids of dry compacted filler EN 1097-5, Tests for mechanical and physical properties of aggregates — Part 5: Determination of the water content by drying in a ventilated oven EN 1097-6, Tests for mechanical and physical properties of aggregates — Part 6: Determination of particle density and water absorption EN 1097-7, Tests for mechanical and physical properties of aggregates — Part 7: Determination of the particle density of filler — Pyknometer method EN 1097-8, Tests for mechanical and physical properties of aggregates — Part 8: Determination of the polished stone value EN 1097-9, Tests for mechanical and physical properties of aggregates — Part 9: Determination of the resistance to wear by abrasion from studded tyres — Nordic test EN 1367-1, Tests for thermal and weathering properties of aggregates — Part 1: Determination of resistance to freezing and thawing kSIST FprEN 13043:2011
FprEN 13043:2011 (E) 7 EN 1367-2, Tests for thermal and weathering properties of aggregates — Part 2: Magnesium sulfate test EN 1367-3, Tests for thermal and weathering properties of aggregates — Part 3: Boiling test for “Sonnenbrand basalt” EN 1367-5, Tests for thermal and weathering properties of aggregates — Part 5: Determination of resistance to thermal shock EN 1367-6, Tests for thermal and weathering properties of aggregates — Part 6: Determination of resistance to freezing and thawing in the presence of salt (NaCl) EN 1744-1, Tests for chemical properties of aggregates — Part 1: Chemical analysis EN 1744-4, Tests for chemical properties of aggregates — Part 4: Determination of water susceptibility of fillers for bituminous mixtures EN 12697-11, Bituminous mixtures — Test methods for hot mix asphalt — Part 11: Determination of the affinity between aggregate and bitumen EN 13179-1, Tests for filler aggregate used in bituminous mixtures — Part 1: Delta ring and ball test EN 13179-2, Tests for filler aggregate for bituminous mixtures — Part 2: Bitumen number FprEN 16236:2011, Evaluation of conformity of aggregates ISO 565, Test sieves — Metal wire cloth, perforated metal plate and electroformed sheet — Nominal sizes of openings ISO 9277, Determination of the specific surface area of solids by gas adsorption — BET method 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 aggregate granular material of natural, manufactured or recycled origin used in construction 3.2 natural aggregate aggregate from mineral sources which has been subjected to nothing more than mechanical processing 3.3 manufactured aggregate aggregate of mineral origin resulting from an industrial process involving thermal or other modification 3.4 recycled aggregate aggregate resulting from the processing of inorganic or mineral material previously used in construction 3.5 category level of a property of an aggregate expressed as a range of values or a limiting value NOTE There is no relationship between the categories of different properties. kSIST FprEN 13043:2011
FprEN 13043:2011 (E) 8 3.6 aggregate size designation of aggregate in terms of lower (d) and upper (D) sieve sizes expressed as d/D NOTE This designation accepts the presence of some particles which are retained on the upper sieve (oversize) and some which pass the lower sieve (undersize). 3.7 grading particle size distribution expressed as the percentages by mass passing a specified set of sieves 3.8 fines particle size fraction of an aggregate that passes the 0,063 mm sieve 3.9 coarse aggregate designation given to the larger aggregate sizes with D greater than 4 mm and d greater than or equal to 1 mm NOTE Aggregates that do not fit the definitions for fine or coarse (1 mm to 3 mm or 2 mm to 4 mm) are treated as coarse aggregate. 3.10 fine aggregate designation given to the smaller aggregate sizes with D less than or equal to 4 mm and d = 0 NOTE Fine aggregate can be produced from natural disintegration of rock or gravel and/or by the crushing of rock or gravel or processing of manufactured aggregates. 3.11 all-in aggregate aggregate consisting of a mixture of coarse and fine aggregates with D greater than 4 mm and d = 0 NOTE It can be produced without separating into coarse and fine fractions or it can be produced by combining coarse and fine aggregates. 3.12 filler aggregate aggregate, most of which passes a 0,063 mm sieve, that can be added to construction materials to provide certain properties 3.13 added filler filler aggregate of mineral origin, that has been produced separately 3.14 mixed filler filler aggregate of mineral origin, which has been mixed with calcium hydroxide 4 Geometrical requirements 4.1 General The necessity for testing and declaring all properties specified in this clause shall be limited according to the particular application at end use or origin of the aggregate. When required, the aggregates shall be tested as specified in Clause 4 to determine the relevant geometrical properties. kSIST FprEN 13043:2011
FprEN 13043:2011 (E) 9 NOTE 1 When the value of a property is required but not defined by specified limits the value should be declared as an XXDeclared category, e.g., a value of, say, 55 for the flakiness index corresponds to FI55 (Declared value). NOTE 2 When a property is not required, a “No requirement” category can be used. NOTE 3 Guidance on selection of appropriate categories for specific applications can be found in national provisions in the place of use of the aggregate. NOTE 4 Where conformity with a category is based on a value of a property being less than or equal to a given value, conformity with a more severe category (lower value) automatically confers conformity with all less severe categories (higher values). Similarly for categories based on the value of a property being greater than or equal to a given value, conformity with a more severe (higher value) automatically confers conformity with all less severe categories (lower values). 4.2 Aggregate sizes All aggregates shall be described in terms of aggregate sizes using the designations d/D except for aggregates added as fillers which shall be specified as filler aggregate and shall conform to the grading requirements specified in 4.3. Aggregate sizes shall be specified using a pair of sieve sizes selected from the basic set or the basic set plus set 1 or the basic set plus set 2 in Table 1. A combination of sizes from set 1 and set 2 is not permissible. Aggregate sizes shall have D/d not less than 1,4. Table 1 — Sieve sizes for specifying aggregate sizes Basic set mm Basic set plus set 1 mm Basic set plus set 2 mm 0 0 0 1 1 1 2 2 2 4 4 4 – 5,6 (5) – – – 6,3 (6) 8 8 8 – – 10 – 11,2 (11) – – – 12,5 (12) – – 14 16 16 16 – – 20 – 22,4 (22) – 31,5 (32) 31,5(32) 31,5 (32) – – 40 – 45 – – 56 – 63 63 63 – – 80 – 90 – NOTE Rounded sizes shown in parentheses can be used as simplified descriptions of aggregate sizes. kSIST FprEN 13043:2011
FprEN 13043:2011 (E) 10
NOTE For special end use in surface treatments a sieve size of 2,8 mm can be used in set 2. 4.3 Grading 4.3.1 General The grading of the aggregate, when determined in accordance with EN 933-1, shall conform to the requirements of 4.3.2 to 4.3.5 as appropriate to its aggregate size d/D. Aggregates may comprise single sizes, all-in aggregates or combinations of two or more than two sizes. NOTE 1 Aggregates supplied as a mixture of different sizes or types should be uniformly blended. When aggregates of significantly different density are blended, caution is necessary to avoid segregation. When assessing aggregates within a system of factory production control, at least 90 % of gradings, taken on different batches within a maximum period of 6 months, shall fall within the limits specified in Tables 2 to 4 for tolerances on supplier declared typical gradings. NOTE 2 Size designations and grading categories are
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