EN 13108-6-2006 Bituminous mixtures - Material specifications - Part 6 Mastic Asphalt (Incorporating corrigendum January 2008)《沥青混合物 材料规范 第6部分 沥青砂胶 合并勘误表-2008年1.pdf

1、Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 25/08/2008 01:56, Uncontrolled Copy, (c) BSIg49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55g3g37g54g44g3g51g40g53g48g44g54g54g44g50g49g3g40g59g38g40g51g55g3g36g54g3g51g40g53g48g44g55g55g40g39g3g37g60g3g38g50g51g60g53g44g42g43g55g3g47g36g58P

2、art 6: Mastic AsphaltICS 93.080.20Bituminous mixtures Material specifications BRITISH STANDARDBS EN 13108-6:2006Incorporating corrigendum January 2008BS EN 13108-6:2006Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 25/08/2008 01:56, Uncontrolled Copy, (c) BSIThis British Standard was publish

3、ed under the authority of the Standards Policy and Strategy Committee on 30 June 2006 BSI 2008ISBN 978 0 580 61951 9Amendments/corrigenda issued since publicationDate Comments30 May 2008 Implementation of CEN corrigendum January 2008asphalt. A list of organizations represented on this subcommittee c

4、an be obtained on request to its secretary.This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. Compliance with a British Standard cannot confer immunity from legal obligations.National forewordThis British Standa

5、rd is the UK implementation of EN 13108-6:2006, incorporating corrigendum January 2008.The start and finish of text introduced or altered by corrigendum is indicated in the text by tags. Text altered by CEN corrigendum January 2008 is indicated in the text by .The UK participation in its preparation

6、 was entrusted by Technical Committee B/510, Road materials, to Subcommittee B/510/1, Coated macadam and hot EUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 13108-6May 2006ICS 93.080.20English VersionBituminous mixtures - Material specifications - Part 6: MasticAsphaltMlanges bitumineux - Spcifica

7、tions des matriaux -Partie 6: Asphalt coul routierAsphaltmischgut - Mischgutanforderungen - Teil 6:GussasphaltThis European Standard was approved by CEN on 12 October 2005.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this Europea

8、nStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the Central Secretariat or to any CEN member.This European Standard exists in three official versions (English, Fren

9、ch, German). A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic

10、, 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.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALI

11、SATIONEUROPISCHES KOMITEE FR NORMUNGManagement Centre: rue de Stassart, 36 B-1050 Brussels 2006 CEN All rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 13108-6:2006: EIncorporating corrigendum January 2008Licensed Copy: Wang Bin, ISO/EXCHANG

12、E CHINA STANDARDS, 25/08/2008 01:56, Uncontrolled Copy, (c) BSIEN 13108-6:2006 (E) 2 Contents Page Foreword3 Introduction .4 1 Scope 5 2 Normative references 5 3 Terms and definitions, symbols and abbreviations.6 3.1 Terms and definitions .6 3.2 Symbols and abbreviations 7 4 Requirements for constit

13、uent materials7 4.1 General7 4.2 Binder7 4.2.1 General7 4.2.2 Selection of binder.7 4.2.3 Surface courses with reclaimed asphalt .8 4.3 Aggregates .8 4.3.1 Coarse aggregate.8 4.3.2 Fine aggregate .8 4.3.3 All-in aggregates8 4.3.4 Added filler .8 4.4 Reclaimed asphalt .9 4.5 Additives.9 5 Requirement

14、s for the mixture.9 5.1 General9 5.2 Composition, grading, binder content and additives 9 5.2.1 Composition.9 5.2.2 Grading .9 5.2.3 Binder content. 11 5.2.4 Additives 12 5.3 Coating and homogeneity 12 5.4 Resistance to abrasion by studded tyres 12 5.5 Reaction to fire 13 5.6 Resistance to fuel for

15、application on airfields.13 5.7 Resistance to de-icing fluid for application on airfields. 13 5.8 Temperature of the mixture . 14 5.9 Indentation (Resistance to permanent deformation) 14 5.10 Durability . 16 6 Evaluation of conformity 17 7 Identification 17 Annex A (normative) Calculations of the pe

16、netration or the softening point of the binder of a mixture when reclaimed asphalt is used18 A.1 General. 18 A.2 Calculation of the penetration of the binder of a mixture. 18 A.3 Calculation of the softening point of the binder of a mixture 18 Annex ZA (informative) Clauses of this European Standard

17、 addressing the provisions of the EU Construction Product directive. 20 ZA.1 Scope and relevant characteristics 20 ZA.2 Procedure(s) for attestation of conformity of Mastic Asphalt . 22 ZA.3 CE marking and labelling. 25 BS EN 13108-6:2006Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 25/08/2

18、008 01:56, Uncontrolled Copy, (c) BSIEN 13108-6:2006 (E) 3 Foreword This European Standard (EN 13108-6:2006) has been prepared by Technical 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

19、by publication of an identical text or by endorsement, at the latest by November 2006, and conflicting national standards shall be withdrawn at the latest by January 2008. This European Standard has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Ass

20、ociation, 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 European Standard. This European Standard is one of a series of standards as listed below: EN 13108-1, Bituminous mixtures Material spe

21、cifications Part 1: Asphalt Concrete. EN 13108-2, Bituminous mixtures Material specifications Part 2: Asphalt Concrete for very thin layers. EN 13108-3, Bituminous mixtures Material specifications Part 3: Soft Asphalt. EN 13108-4, Bituminous mixtures Material specifications Part 4: Hot Rolled Asphal

22、t. EN 13108-5, Bituminous mixtures Material specifications Part 5: Stone Mastic Asphalt. EN 13108-6, Bituminous mixtures Material specifications Part 6: Mastic Asphalt. EN 13108-7, Bituminous mixtures Material specifications Part 7: Porous Asphalt. EN 13108-8, Bituminous mixtures Material specificat

23、ions Part 8: Reclaimed asphalt. EN 13108-20, Bituminous mixtures Material specifications Part 20: Type Testing. EN 13108-21, Bituminous mixtures Material specifications Part 21: Factory Production Control. No existing European Standard is superseded. According to the CEN/CENELEC Internal Regulations

24、, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway,

25、Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. BS EN 13108-6:2006Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 25/08/2008 01:56, Uncontrolled Copy, (c) BSIEN 13108-6:2006 (E) 4 Introduction The ultimate aim is to specify the required fundamenta

26、l properties of the bituminous mixtures. However, as specifications for Mastic Asphalt have traditionally been based empirically on compositional recipes combined with specifications for the constituent materials with additional requirements based on performance related tests and as insufficient exp

27、erience is available with fundamental testing of Mastic Asphalt, this European Standard, for the moment, specifies empirical requirements only. Mastic Asphalt is to be used for surface courses and may also be used for binder courses. Mastic Asphalt is also used for protection layers and inter-layers

28、 for bridges, tunnels and roughs. NOTE Mastic Asphalt for waterproofing purposes in the construction and civil engineering fields is specified in CEN/TC 314 Mastic Asphalt for waterproofing. BS EN 13108-6:2006Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 25/08/2008 01:56, Uncontrolled Copy,

29、 (c) BSIEN 13108-6:2006 (E) 5 1 Scope This European Standard specifies requirements for mixtures of the mix group Mastic Asphalt for use on roads, airfields and other trafficked areas. NOTE A mixture specification derived from this European Standard can be used either to declare the conformity of a

30、mixture with known requirements or to make known what those requirements are. 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 13108-21. Mastic Asphalt mixes with chemical modified binders no

31、t covered by EN 14023 are not covered by this European Standard. 2 Normative references The following referenced documents are indispensable for the application of this European Standard. For dated references, only the edition cited applies. For undated references, the latest edition of the referenc

32、ed document (including any amendments) applies. EN 1097-6, 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 Det

33、ermination of softening 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 for hot mix a

34、sphalt Part 4: Bitumen recovery: Fractionating column EN 12697-13, Bituminous mixtures Test methods for hot mix asphalt Part 13: Temperature measurement EN 13043, Aggregates for bituminous mixtures and surface treatments for roads, airfields and other trafficked areas EN 13108-4:2005, Bituminous mix

35、tures Material specifications Part 4: Hot Rolled Asphalt EN 13108-8, Bituminous mixtures Material specifications Part 8: Reclaimed asphalt EN 13108-20:2005, Bituminous mixtures Material specifications Part 20: Type Testing EN 13108-21:2005, Bituminous mixtures Material specifications Part 21: Factor

36、y Production Control EN 13501-1, Fire classification of construction products and building elements Part 1: Classification using test data from reaction to fire tests prEN 13924, Bitumen and bituminous binders Specifications for hard paving grade bitumens EN 14023, Bitumen and bituminous binders - F

37、ramework specification for polymer modified bitumens BS EN 13108-6:2006Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 25/08/2008 01:56, Uncontrolled Copy, (c) BSIEN 13108-6:2006 (E) 6 ISO 565, Test sieves Metal wire cloth, perforated metal plate and electroformed sheet Nominal sizes of openi

38、ngs. 3 Terms and definitions, symbols and abbreviations 3.1 Terms and definitions For the purposes of this European Standard, the following terms and definitions apply. 3.1.1 pavement structure, composed of one or more courses, to assist the passage of traffic over terrain 3.1.2 layer element of a p

39、avement laid in a single operation 3.1.3 course structural element of a pavement constructed with a single material. 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 part of a pavement between the sur

40、face 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 element of a pavement. The base may be laid in one or more courses, described as “upper

41、“ base, “lower“ base etc. 3.1.8 Mastic Asphalt voidless asphalt mixtures with bitumen as a binder in which the volume of filler and binder exceeds the volume of the remaining voids in the mix 3.1.9 mix formulation composition of a single mixture expressed as a target composition NOTE A target compos

42、ition may be expressed in two ways (see 3.1.10 and 3.1.11). 3.1.10 input target composition expression of a mix formulation in terms of the constituent materials, the grading curve and the percentage of bitumen added to the mixture NOTE This will usually be the result of a laboratory mix design and

43、validation. BS EN 13108-6:2006Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 25/08/2008 01:56, Uncontrolled Copy, (c) BSIEN 13108-6:2006 (E) 7 3.1.11 output target composition expression of a mix formulation in terms of the constituent materials and the mid point grading and soluble binder c

44、ontent to be found on analysis NOTE This will usually be the result of a production validation. 3.1.12 additive constituent material which can be added in small quantities to the mixture, e.g. polymers for improvement of the mechanical properties, the workability or the colour of the mixture 3.2 Sym

45、bols and abbreviations MA Mastic Asphalt D the upper sieve size of the aggregate in the mixture, in millimetres (mm) 4 Requirements for constituent materials 4.1 General Only constituent materials with established suitability shall be used. The establishment of suitability shall result from one or m

46、ore of the following: European Standard; European Technical Approval; specifications for materials based on a demonstrable history of satisfactory use in asphalt. Evidence shall be provided on their suitability. This evidence may be based on research combined with evidence from practice. NOTE In the

47、 European asphalt industry it is common practice to use additives like inorganic or organic fibres, pigments, waxes etc., which are not covered by a European Standard or ETA. This European Standard allows the use of those materials. 4.2 Binder 4.2.1 General The binder shall be a paving grade bitumen

48、, modified bitumen or hard grade bitumen. The paving grade bitumen shall conform to EN 12591, the modified bitumen to EN 14023 and the hard grade bitumen to EN 13924. Natural asphalt conforming to EN 13108-4:2005, Annex B, may be added. 4.2.2 Selection of binder The grade of the bitumen, the type an

49、d grade of modified bitumen, the grade of the hard grade bitumen and the amount and category of natural asphalt shall be as specified. In case of a paving grade bitumen the grade shall be selected from the grades between 20/30 and 70/100 inclusively and in case of a hard grade bitumen the grade shall be selected from the grades 10/20 and 15/25. BS EN 13108-6:2006Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 25/08/2008 01:56, Uncontrolled Copy, (c) BSIEN 13108-6:2006 (E) 8 NO