BS EN 13108-5-2016 Bituminous mixtures Material specifications Stone Mastic Asphalt《沥青混合物 材料规范 沥青玛蹄脂碎石》.pdf

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1、BS EN 13108-5:2016Bituminous mixtures Material specificationsPart 5: Stone Mastic AsphaltBSI Standards PublicationWB11885_BSI_StandardCovs_2013_AW.indd 1 15/05/2013 15:06BS EN 13108-5:2016 BRITISH STANDARDNational forewordThis British Standard is the UK implementation of EN 13108-5:2016.It supersede

2、s BS EN 13108-5:2006 which is withdrawn.The UK participation in its preparation was entrusted to TechnicalCommittee B/510/1, Asphalt products.A list of organizations represented on this committee can beobtained on request to its secretary.This publication does not purport to include all the necessar

3、yprovisions of a contract. Users are responsible for its correctapplication. The British Standards Institution 2016.Published by BSI Standards Limited 2016ISBN 978 0 580 82046 5ICS 93.080.20Compliance with a British Standard cannot confer immunity fromlegal obligations.This British Standard was publ

4、ished under the authority of theStandards Policy and Strategy Committee on 30 June 2016.Amendments/corrigenda issued since publicationDate T e x t a f f e c t e dBS EN 13108-5:2016EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13108-5 June 2016 ICS 93.080.20 Supersedes EN 13108-5:2006English V

5、ersion Bituminous mixtures - Material specifications - Part 5: Stone Mastic Asphalt Mlanges bitumineux - Spcifications des matriaux - Partie 5: Bton bitumineux grenu forte teneur en mastic Asphaltmischgut - Mischgutanforderungen - Teil 5: Splittmastixasphalt This European Standard was approved by CE

6、N on 27 February 2016. 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 standar

7、ds 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 noti

8、fied 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, Ic

9、eland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG CEN-CENELEC Man

10、agement Centre: Avenue Marnix 17, B-1000 Brussels 2016 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13108-5:2016 EBS EN 13108-5:2016EN 13108-5:2016 (E) 2 Contents Page European foreword . 4 Introduction 6 1 Scope 7 2 Normative r

11、eferences 7 3 Terms and definitions, symbols and abbreviations . 8 3.1 Terms and definitions . 8 3.2 Symbols and abbreviations 11 4 Requirements for constituent materials . 11 4.1 General . 11 4.2 Binder . 11 4.2.1 General . 11 4.2.2 Selection of binder . 11 4.3 Aggregates 13 4.3.1 Coarse aggregates

12、 13 4.3.2 Fine aggregate . 13 4.3.3 All-in aggregates . 13 4.3.4 Added filler . 13 4.4 Reclaimed asphalt 13 4.5 Additives 13 5 Requirements for the mixture . 14 5.1 General . 14 5.2 Composition, grading, binder content and additives 14 5.2.1 Composition . 14 5.2.2 Grading . 14 5.2.3 Minimum binder c

13、ontent 16 5.3 Properties . 17 5.3.1 Specimens . 17 5.3.2 Void content requirements 17 5.3.3 Binder drainage 21 5.3.4 Water sensitivity 21 5.3.5 Resistance to abrasion by studded tyres . 22 5.3.6 Resistance to permanent deformation . 23 5.3.7 Stiffness 27 5.3.8 Resistance to fatigue . 29 5.3.9 Low te

14、mperature properties . 29 5.3.10 Fracture toughness 30 5.3.11 Friction after polishing 31 5.3.12 Coating and homogeneity 32 5.3.13 Reaction to fire 32 5.3.14 Resistance to fuel for application on airfields . 32 5.3.15 Resistance to de-icing fluid for application on airfields 33 5.4 Temperature of th

15、e mixture 34 5.5 Regulated dangerous substances . 34 5.6 Conflicting requirements 34 BS EN 13108-5:2016EN 13108-5:2016 (E) 3 6 Assessment and verification of constancy of performance AVCP 35 7 Identification 35 Annex A (normative) Calculations of the penetration or the softening point of the binder

16、of a mixture when reclaimed asphalt is used 37 A.1 General . 37 A.2 Calculation of the penetration of the binder of a mixture . 37 A.3 Calculation of the softening point of the binder of a mixture . 37 Annex ZA (informative) Relationship of this European Standard with Regulation (EU) No. 305/2011 .

17、39 ZA.1 Scope and relevant characteristics 39 ZA.2 System of Assessment and Verification of Constancy of Performance (AVCP) 41 ZA.3 Assignment of AVCP tasks . 41 Bibliography . 45 BS EN 13108-5:2016EN 13108-5:2016 (E) 4 European foreword This document (EN 13108-5:2016) has been prepared by Technical

18、 Committee CEN/TC 227 “Road materials”, the secretariat of which is held by DIN. 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 December 2016, and conflicting national standards shall be withdraw

19、n at the latest by March 2018. 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 document supersedes EN 13108-5:2006. This document

20、 has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports essential requirements of Regulation (EU) No 305/2011 for construction products (CPR). For relationship with Regulation (EU) No 305/2011 see informative Annex ZA which is

21、an integral part of this European Standard. Compared with EN 13108-5:2006, the following changes have been made: a) a fundamental approach has been added and merged with the empirical approach into one list with different properties; b) new properties introduced (stiffness, fatigue, saturation tensi

22、le stiffness conditioning test, low temperature properties, fracture toughness, friction after polishing); c) for several properties additional categories are introduced; d) possibility to define specific conditions in documents related to the application of the product; e) CPR reference and new Ann

23、ex ZA according to CPR rules. This European Standard is one of a series as listed below: EN 13108-1, Bituminous mixtures Material specifications Part 1: Asphalt Concrete EN 13108-2, Bituminous mixtures Material specifications Part 2: Asphalt Concrete for Very Thin Layers (BBTM) EN 13108-3, Bituminou

24、s mixtures Material specifications Part 3: Soft Asphalt EN 13108-4, Bituminous mixtures Material specifications Part 4: Hot Rolled Asphalt EN 13108-5, Bituminous mixtures Material specifications Part 5: Stone Mastic Asphalt EN 13108-6, Bituminous mixtures Material specifications Part 6: Mastic Aspha

25、lt EN 13108-7, Bituminous mixtures Material specifications Part 7: Porous Asphalt EN 13108-8, Bituminous mixtures Material specifications Part 8: Reclaimed Asphalt BS EN 13108-5:2016EN 13108-5:2016 (E) 5 EN 13108-9, Bituminous mixtures Material specifications Part 9: Asphalt for Ultra-Thin Layer (AU

26、TL) EN 13108-20, Bituminous mixtures Material specifications Part 20: Type Testing EN 13108-21, Bituminous mixtures Material specifications Part 21: Factory Production Control Annex A (normative) details the calculation of the penetration or the softening point in mixtures containing reclaimed aspha

27、lt from the penetrations or softening points of the added binder and the recovered binder from the reclaimed asphalt. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bu

28、lgaria, 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,

29、Turkey and the United Kingdom. BS EN 13108-5:2016EN 13108-5:2016 (E) 6 Introduction The aim of this European Standard is to enable specification of Stone Mastic Asphalt on a performance basis. In general, however, there are currently more empirical tests available to describe the mixtures. Depending

30、 on the experience with the combination of requirements in this European standard more or less degrees of freedom for the producer may be given. This European Standard covers a large variety of materials for different applications, traffic and climate conditions. EN 13108-5 gives properties and list

31、ings of possible categories. It has to accommodate the road industry for all of Europe. For this reason the menu approach for properties has been chosen. The tables represent categories that are required all over Europe. For this reason numerical values in tables do not always obey statistical rules

32、. Based on conditions of use specific properties and categories may be defined in documents related to the application of the product. The categories defined in those documents need to take into account the reproducibility of the test when this is given in the appropriate test method. Care should be

33、 taken to only select those tests which are relevant to the application of the asphalt and the use of the pavement and to avoid a combination of potentially conflicting requirements. BS EN 13108-5:2016EN 13108-5:2016 (E) 7 1 Scope This European Standard specifies requirements for mixtures of the mix

34、 group Stone Mastic Asphalt for use on roads, airfields and other trafficked areas. Stone Mastic Asphalt is mainly to be used for surface courses. Stone Mastic Asphalt can also be used for regulating and binder courses. The mixtures of the mix group Stone Mastic Asphalt are produced on the basis of

35、hot bitumen. Mixtures utilizing bitumen emulsion and bituminous materials based on in situ recycling are not covered by this standard. This European Standard includes requirements for the selection of the constituent materials. It is designed to be read in conjunction with EN 13108-20 and EN 13108-2

36、1. 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 am

37、endments) applies. EN 10976:2013, Tests for mechanical and physical properties of aggregates Part 6: Determination of particle density and water absorption EN 1426, Bitumen and bituminous binders Determination of needle penetration EN 1427, Bitumen and bituminous binders Determination of the softeni

38、ng point Ring and Ball method EN 12591, Bitumen and bituminous binders Specifications for paving grade bitumens EN 12697-3, Bituminous mixtures Test methods for hot mix asphalt Part 3: Bitumen recovery: Rotary evaporator EN 12697-4, Bituminous mixtures Test methods Part 4: Bitumen recovery: Fraction

39、ating column EN 12697-8, Bituminous mixtures Test methods for hot mix asphalt Part 8: Determination of void characteristics of bituminous specimens EN 12697-12, Bituminous mixtures Test methods for hot mix asphalt Part 12: Determination of the water sensitivity of bituminous specimens EN 12697-13, B

40、ituminous mixtures Test methods for hot mix asphalt Part 13: Temperature measurement EN 12697-16, Bituminous mixtures Test methods for hot mix asphalt Part 16: Abrasion by studded tyres EN 12697-18, Bituminous mixtures Test methods for hot mix asphalt Part 18: Binder drainage EN 12697-22, Bituminous

41、 mixtures Test methods for hot mix asphalt Part 22: Wheel tracking EN 12697-24, Bituminous mixtures Test methods for hot mix asphalt Part 24: Resistance to fatigue EN 12697-25, Bituminous mixtures Test methods for hot mix asphalt Part 25: Cyclic compression test BS EN 13108-5:2016EN 13108-5:2016 (E)

42、 8 EN 12697-26, Bituminous mixtures Test methods for hot mix asphalt Part 26: Stiffness EN 12697-41, Bituminous mixtures Test methods for hot mix asphalt Part 41: Resistance to de-icing fluids EN 12697-43, Bituminous mixtures Test methods for hot mix asphalt Part 43: Resistance to fuel EN 12697-44,

43、Bituminous mixtures Test methods for hot mix asphalt Part 44: Crack propagation by semi-circular bending test EN 12697-46, Bituminous mixtures Test methods for hot mix asphalt Part 46: Low temperature cracking and properties by uniaxial tension tests EN 12697-49, Bituminous mixtures Test methods for

44、 hot mix asphalt Part 49: Determination of friction after polishing EN 13043, Aggregates for bituminous mixtures and surface treatments for roads, airfields and other trafficked areas EN 13108-4:2016, Bituminous mixtures Material specifications Part 4: Hot Rolled Asphalt EN 13108-8, Bituminous mixtu

45、res Material specifications Part 8: Reclaimed asphalt EN 13108-20:2016, Bituminous mixtures Material specifications Part 20: Type Testing EN 13108-21, Bituminous mixtures Material specifications Part 21: Factory Production Control EN 13501-1:2007+A1:2009, Fire classification of construction products

46、 and building elements Part 1: Classification using data from reaction to fire tests EN 14023, Bitumen and bituminous binders Specification framework for polymer modified bitumens EN ISO 11925-2, Reaction to fire tests Ignitability of products subjected to direct impingement of flame Part 2: Single-

47、flame source test (ISO 11925-2) ISO 565, Test sieves Metal wire cloth, perforated metal plate and electroformed sheet Nominal sizes of openings 3 Terms and definitions, symbols and abbreviations 3.1 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3

48、.1.1 pavement structure, composed of one or more courses, to assist the passage of traffic over terrain 3.1.2 layer element of a pavement laid in a single operation BS EN 13108-5:2016EN 13108-5:2016 (E) 9 3.1.3 course structural element of a pavement constructed with a single material Note 1 to entr

49、y: A course may be laid in one or more layers. 3.1.4 surface course upper course of a pavement which is in contact with the traffic 3.1.5 binder course structural course of pavement between the surface course and the base 3.1.6 regulating course course of variable thickness applied to an existing course to provide the necessary profile for a further course of consistent thickness 3.1.7 base main structural