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2、art 5: Stone Mastic AsphaltICS 93.080.20Bituminous mixtures Material specifications BRITISH STANDARDBS EN 13108-5:2006Incorporating corrigendum January 2008BS EN 13108-5:2006Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 22/08/2008 08:44, Uncontrolled Copy, (c) BSIThis British Standard was p
3、ublished under the authority of the Standards Policy and Strategy Committee on 30 June 2006 BSI 2008ISBN 978 0 580 61950 2Amendments/corrigenda issued since publicationDate Comments30 May 2008 Implementation of CEN corrigendum January 2008asphalt. A list of organizations represented on this subcommi
4、ttee can 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
5、Standard is the UK implementation of EN 13108-5:2006, 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 prepa
6、ration was entrusted by Technical Committee B/510, Road materials, to Subcommittee B/510/1, Coated macadam and hot EUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 13108-5May 2006ICS 93.080.20English VersionBituminous mixtures - Material specifications - Part 5: StoneMastic AsphaltMlanges bitumineu
7、x - Spcifications des matriaux -Partie 5: Bton bitumineux grenu forte teneur en masticAsphaltmischgut - Mischgutanforderungen - Teil 5:SplittmastixasphaltThis European Standard was approved by CEN on 12 October 2005.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stip
8、ulate the conditions for giving this EuropeanStandard 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 exis
9、ts in three official versions (English, French, 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
10、 of Austria, Belgium, 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.EUROPEAN COMMITTEE
11、 FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES 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 13108-5:2006: EIncorporating corrigendum Janu
12、ary 2008Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 22/08/2008 08:44, Uncontrolled Copy, (c) BSIEN 13108-5:2006 (E) 2 Contents Page Foreword4 Introduction .5 1 Scope 6 2 Normative references 6 3 Terms and definitions, symbols and abbreviations.7 3.1 Terms and definitions .7 3.2 Symbols an
13、d abbreviations 8 4 Requirements for constituent materials8 4.1 General8 4.2 Binder8 4.2.1 General8 4.2.2 Selection of binder.8 4.2.3 Surface course with reclaimed asphalt .9 4.2.4 Regulating courses and binder courses with reclaimed asphalt .9 4.3 Aggregates .9 4.3.1 Coarse aggregates.9 4.3.2 Fine
14、aggregate .9 4.3.3 All-in aggregates9 4.3.4 Added filler .9 4.4 Reclaimed asphalt 10 4.5 Additives 10 5 Requirements for the mixture 10 5.1 General. 10 5.2 Composition, grading, binder content and additives . 11 5.2.1 Composition 11 5.2.2 Grading 11 5.2.3 Binder content. 12 5.2.4 Additives 13 5.3 Co
15、ating and homogeneity 13 5.4 Void content 13 5.5 Voids filled with bitumen . 15 5.6 Binder drainage. 16 5.7 Water sensitivity . 16 5.8 Resistance to abrasion by studded tyres 16 5.9 Resistance to permanent deformation .17 5.10 Reaction to fire 19 5.11 Resistance to fuel for application on airfields.
16、19 5.12 Resistance to de-icing fluid for application on airfields. 19 5.13 Temperature of the mixture . 19 5.14 Durability . 20 6 Evaluation of conformity 20 7 Identification 21 Annex A (normative) Calculations of the penetration or the softening point of the binder of a mixture when reclaimed aspha
17、lt is used22 A.1 General. 22 A.2 Calculation of the penetration of the binder of a mixture. 22 A.3 Calculation of the softening point of the binder of a mixture 22 BS EN 13108-5:2006Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 22/08/2008 08:44, Uncontrolled Copy, (c) BSIEN 13108-5:2006 (E)
18、 3 Annex ZA (informative) Clauses of this European Standard addressing the provisions of the EU Construction Product directive24 ZA.1 Scope and relevant characteristics.24 WARNING Other requirements and other EU Directives, not affecting the fitness for intended uses, can be applicable to the asphal
19、t concrete falling within the scope of this European Standard. 24 ZA.2 Procedure(s) for attestation of conformity of stone mastic asphalt26 ZA.3 CE marking and labelling29 BS EN 13108-5:2006Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 22/08/2008 08:44, Uncontrolled Copy, (c) BSIEN 13108-5:
20、2006 (E) 4 Foreword This European Standard (EN 13108-5:2006) 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 by publication of an identical text or by endors
21、ement, 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 Association, and supports essential requirements of
22、 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 specifications Part 1: Asphalt Concrete. EN 13108-2
23、, 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 Asphalt. EN 13108-5, Bituminous mixtures Material spec
24、ifications 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 specifications Part 8: Reclaimed asphalt. EN 13108-20, Bit
25、uminous 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, the national standards organizations of the fo
26、llowing 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, Poland, Portugal, Romania, Slovakia, Slovenia, S
27、pain, Sweden, Switzerland and United Kingdom. BS EN 13108-5:2006Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 22/08/2008 08:44, Uncontrolled Copy, (c) BSIEN 13108-5:2006 (E) 5 Introduction The ultimate aim is to specify the required fundamental properties of the bituminous mixtures. However
28、, as specifications for Stone 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 experience is available with fundamental test
29、ing of Stone Mastic Asphalt this European Standard, for the moment, specifies empirical requirements only. Stone Mastic Asphalt is mainly used for surface courses. BS EN 13108-5:2006Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 22/08/2008 08:44, Uncontrolled Copy, (c) BSIEN 13108-5:2006 (E)
30、 6 1 Scope This European Standard specifies requirements for mixtures of the mix group Stone 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 mixture with known re
31、quirements 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. Stone Mastic Asphalt mixes with chemical modified binders not covered by EN
32、 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 referenced document (in
33、cluding 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 Determination of s
34、oftening 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 asphalt Part 4:
35、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 mixtures Material
36、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: Factory Production Co
37、ntrol EN 13501-1, Fire classification of construction products and building elements Part 1: Classification using test data from reaction to fire tests EN 14023, Bitumen and bituminous binders - Framework specification for polymer modified bitumens ISO 565, Test sieves Metal wire cloth, perforated m
38、etal plate and electroformed sheet Nominal sizes of openings BS EN 13108-5:2006Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 22/08/2008 08:44, Uncontrolled Copy, (c) BSIEN 13108-5:2006 (E) 7 3 Terms and definitions, symbols and abbreviations 3.1 Terms and definitions For the purposes of thi
39、s 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 pavement laid in a single operation 3.1.3 course structural element of a pavement constructed with a singl
40、e 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 pavement between the surface course and the base 3.1.6 regulating course course of variable thickness applied to an existing course
41、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“ base, lower“ base etc. 3.1.8 Stone Mastic Asphalt gap-graded asphalt mixture with bitumen as a binder, comp
42、osed of a coarse crushed aggregate skeleton bound with a mastic mortar 3.1.9 mix formulation composition of a single mixture expressed as a target composition NOTE A target composition may be expressed in two ways (see 3.1.10 and 3.1.11). 3.1.10 input target composition expression of a mix formulati
43、on 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 validation. 3.1.11 output target composition expression of a mix formulation in terms of the constituent materials and th
44、e mid point grading and soluble binder content to be found on analysis BS EN 13108-5:2006Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 22/08/2008 08:44, Uncontrolled Copy, (c) BSIEN 13108-5:2006 (E) 8 NOTE This will usually be the result of a production validation. 3.1.12 additive constitue
45、nt material, which can be added in small quantities to the mixture, e.g. inorganic or organic fibres or polymers for improvement of the mechanical properties, the workability or the colour of the mixture 3.2 Symbols and abbreviations SMA Stone Mastic Asphalt D the upper sieve size of the aggregate i
46、n 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 more of the following: European Standard; European Technical Approval; specificatio
47、ns 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 European asphalt industry it is common practice to use additives like inorganic o
48、r 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 or a modified bitumen. The paving grade bitumen shall conform to EN 12591 and the
49、 modified bitumen to EN 14023. 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 and grade of modified 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 30/45 and 330/430 inclusively. NOTE 1 Given the wide variety of climates, traffic loads, used materials etc. it can be necessary to selec
