EN 13108-7-2006 Bituminous mixtures - Material specifications - Part 7 Porous Asphalt (Incorporating corrigendum January 2008)《沥青混合物 材料规范 第7部分 多孔渗水沥青 合并勘误表2008年.pdf

《EN 13108-7-2006 Bituminous mixtures - Material specifications - Part 7 Porous Asphalt (Incorporating corrigendum January 2008)《沥青混合物 材料规范 第7部分 多孔渗水沥青 合并勘误表2008年.pdf》由会员分享，可在线阅读，更多相关《EN 13108-7-2006 Bituminous mixtures - Material specifications - Part 7 Porous Asphalt (Incorporating corrigendum January 2008)《沥青混合物 材料规范 第7部分 多孔渗水沥青 合并勘误表2008年.pdf（32页珍藏版）》请在麦多课文档分享上搜索。

1、Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 18/05/2010 08:40, Uncontrolled Copy, (c) BSIg49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55g3g37g54g44g3g51g40g53g48g44g54g54g44g50g49g3g40g59g38g40g51g55g3g36g54g3g51g40g53g48g44g55g55g40g39g3g37g60g3g38g50g51g60g53g44g42g43g55g3g47g36g58P

2、art 7: Porous AsphaltICS 93.080.20Bituminous mixtures Material specifications BRITISH STANDARDBS EN 13108-7:2006Incorporating corrigenda January 2008 and January 2010BS EN 13108-7:2006Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 18/05/2010 08:40, Uncontrolled Copy, (c) BSICompliance with a

3、 British Standard cannot confer immunity from This British Standard waspublished under the authorityof the Standards Policy andStrategy Committeeon 30 June 2006 BSI 2010ISBN 978 0 580 69235 2legal obligations. Amendments/corrigenda issued since publicationDate Comments 30 June 2008 Implementation of

4、 CEN corrigendum January 200831 January 2010 Supersession details added to National foreword textThe UK participation in its preparation was entrusted by Technical Committee B/510, Road materials, to Subcommittee B/510/1, Asphalt products.A list of organizations represented on this subcommittee can

5、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. National forewordThis British Standard is the UK implementation of EN 13108-7:2006, incorporating corrigendum January 2

6、008. Together with BS EN 13108-1:2006, it supersedes BS 4987-1:2005 which is withdrawn.The start and finish of text introduced or altered by corrigendum is indicated in the text by tags.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 .EUROPEAN STANDARDNORME EUROPENNEEUROPIS

7、CHE NORMEN 13108-7May 2006ICS 93.080.20 Incorporating corrigendum January 2008English VersionBituminous mixtures - Material specifications - Part 7: PorousAsphaltMlanges bitumineux - Spcifications sur le matriau -Partie 7: Btons bitumineux drainantAsphaltmischgut - Mischgutanforderungen - Teil 7:Off

8、enporiger AsphaltThis 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 EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibl

9、iographical 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, French, German). A version in any other language made by translationunder the responsibility of a

10、 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, Denmark, Estonia, Finland, France,Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia

11、, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania,Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGManagement Centre: rue de Stassart, 36 B-1050 Brussels 20

12、06 CEN All rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 13108-7:2006: ELicensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 18/05/2010 08:40, Uncontrolled Copy, (c) BSIEN 13108-7:2006 (E) 2 Contents Page Foreword4 Introduction .5 1 Scop

13、e 6 2 Normative references 6 3 Terms and definitions, symbols and abbreviations.7 3.1 Terms and definitions .7 3.2 Symbols and 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 courses with reclaimed asphalt .9

14、 4.3 Aggregates .9 4.3.1 Coarse aggregate.9 4.3.2 Fine 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 . 10 5.2.1 Composition 10 5.2.2 Gradin

15、g 11 5.2.3 Binder content. 12 5.2.4 Additives 12 5.3 Coating and homogeneity 12 5.4 Drainage capacity . 13 5.4.1 General. 13 5.4.2 Void content 13 5.4.3 Permeability. 14 5.5 Water sensitivity . 15 5.6 Particle loss. 16 5.7 Reaction to fire 16 5.8 Binder drainage. 16 5.9 Resistance to fuel for applic

16、ation on airfields.16 5.10 Resistance to de-icing fluid for application on airfields. 17 5.11 Bitumen aggregate affinity for application on airfields 17 5.12 Temperature of the mixture . 17 5.13 Over-specification. 18 5.14 Durability . 18 6 Evaluation of conformity 18 7 Identification 19 Annex A (no

17、rmative) Calculations of the penetration or the softening point of the binder of a mixture when reclaimed asphalt is used20 A.1 General. 20 A.2 Calculation of the penetration of the binder of a mixture. 20 A.3 Calculation of the softening point of the binder of a mixture 20 BS EN 13108-7:2006License

18、d Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 18/05/2010 08:40, Uncontrolled Copy, (c) BSIEN 13108-7:2006 (E) 3 Annex ZA (informative) Clauses of this European Standard addressing the provisions of the EU Construction Products Directive .22 ZA.1 Scope and relevant characteristics.22 ZA.2 Procedure

19、(s) for attestation of conformity of Porous Asphalt.24 ZA.3 CE marking and labelling27 BS EN 13108-7:2006Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 18/05/2010 08:40, Uncontrolled Copy, (c) BSIEN 13108-7:2006 (E) 4 Foreword This European Standard (EN 13108-7:2006) has been prepared by Tec

20、hnical 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 November 2006, and conflicting national standards shall be wi

21、thdrawn 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 EU Directive(s). For relationship with EU Directive(s), see informative Annex ZA, wh

22、ich 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, Bituminous mixtures Material specifications Part 2: Asphalt Concrete for very thin

23、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 specifications Part 5: Stone Mastic Asphalt. EN 13108-6, Bituminous mixtures Material spe

24、cifications 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, Bituminous mixtures Material specifications Part 20: Type Testing. EN 13108-21, Bitumino

25、us 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 following countries are bound to implement this European Standard: Austria, Belgium, Cy

26、prus, 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. BS EN 13108-7:2006Licensed Copy: Wang B

27、in, ISO/EXCHANGE CHINA STANDARDS, 18/05/2010 08:40, Uncontrolled Copy, (c) BSIEN 13108-7:2006 (E) 5 Introduction The ultimate aim is to specify the required fundamental properties of the bituminous mixtures. However, as specifications for Porous Asphalt have traditionally been based empirically on c

28、ompositional recipes combined with specifications for the constituent materials with additional requirements based on performance related tests and as insufficient experience is available with fundamental testing of Porous Asphalt, this European Standard for the moment specifies empirical requiremen

29、ts only. Porous Asphalt is used for surface courses. Porous Asphalt can be laid in more than one layer. BS EN 13108-7:2006Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 18/05/2010 08:40, Uncontrolled Copy, (c) BSIEN 13108-7:2006 (E) 6 1 Scope This European Standard specifies requirements for

30、 mixtures of the mix group Porous 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 requirements or to make known what those requirements are. This Euro

31、pean 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. Porous Asphalt mixtures with chemical modified binders not covered by EN 14023 are not covered by this European Standard. 2 Normative referen

32、ces 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 (including any amendments) applies. EN 1097-6, Tests for mechanical and

33、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 softening point Ring and ball method EN 12591, Bitumen and bituminous

34、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: Bitumen recovery: Fractionating column EN 12697-13, Bituminous mixtur

35、es 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 specifications Part 4: Hot Rolled Asphalt EN 13108-8, Bituminous mixt

36、ures 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 Control EN 13501-1, Fire classification of construction products and bu

37、ilding elements Part 1: Classification using test data from reaction to fire tests EN 14023, Bitumen and bituminous binders Specifications for polymer modified bitumens ISO 565, Test sieves Metal wire cloth, perforated metal plate and electroformed sheet Nominal sizes of openings. BS EN 13108-7:2006

38、Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 18/05/2010 08:40, Uncontrolled Copy, (c) BSIEN 13108-7:2006 (E) 7 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

39、structure, composed of one or more courses, to assist the passage of traffic over terrain 3.1.2 layer structural element of a pavement 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

40、 course upper course of a pavement which is in contact with the traffic 3.1.5 binder course part of a 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 consisten

41、t 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 Porous Asphalt bituminous material with bitumen as a binder prepared so as to have a very high content of interconnected voids which allow pas

42、sage of water and air in order to provide the compacted mixture with drain and noise reducing characteristics 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 co

43、mposition 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 validation. 3.1.11 output target composition expression of a mix formulation in te

44、rms of the constituent materials and the mid point grading and soluble binder content to be found on analysis BS EN 13108-7:2006Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 18/05/2010 08:40, Uncontrolled Copy, (c) BSIEN 13108-7:2006 (E) 8 NOTE This will usually be the result of a productio

45、n validation. 3.1.12 additive constituent material, which can be added in small quantities to the mixture, e.g. inorganic or organic fibres or polymers to influence the mechanical properties, the workability or the colour of the mixture 3.2 Symbols and abbreviations PA Porous Asphalt D the upper sie

46、ve size of aggregate in the mixture, in millimetre (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 A

47、pproval; 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 European asphalt industry it is common practice to use addit

48、ives 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 or modified bitumen. The paving grade bitumen shall conform

49、to EN 12591 and the 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. NOTE 1 Given the wide variety of climates, traffic loads, used materials etc. it can be necessary to select on a regional level specific binders. When modified bitumen is used to improve properties that are