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2、art 1: Asphalt ConcreteICS 93.080.20Bituminous mixtures Material specifications BRITISH STANDARD BS EN13108-1:2006IncorporatingcorrigendaJanuary 2008 and December 2009BS EN 13108-1:2006Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 18/05/2010 08:34, Uncontrolled Copy, (c) BSICompliance with
3、a British Standard cannot confer immunity from This British Standard was published under the authority of the Standards Policy and Strategy Committee on 30 June 2006 BSI 2009ISBN 978 0 580 69234 5legal obligations. Amendments/corrigenda issued since publicationDate Comments 30 May 2008 Implementatio
4、n of CEN corrigendum January 200831 December 2009 Supersession text addedThe 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 be obtained on request
5、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 13108-1:2006, incorporating corrigendum January 2008. Together with BS E
6、N 13108-7:2006, it supersedes BS 4987-1:2005 which is withdrawn.The start and finish of text introduced or altered by corrigendum is indicated in the text by tags.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 indicatedin the text by . EUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 13108-1May 2
7、006ICS 93.080.20 English VersionBituminous mixtures - Material specifications - Part 1: AsphaltConcreteMlanges bitumineux - Spcifications des matriaux -Partie 1: Enrobs bitumineuxAsphaltmischgut - Mischgutanforderungen - Teil 1:AsphaltbetonThis European Standard was approved by CEN on 12 October 200
8、5.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 bibliographical references concerning such nationalstandards may be obtained on a
9、pplication 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 CEN member into its own language and notified to the Central Secretariat has
10、 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, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romani
11、a,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 2006 CEN All rights of exploitation in any form and by any means reservedworldw
12、ide for CEN national Members.Ref. No. EN 13108-1:2006: EIncorporating corrigendum January 2008 Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 18/05/2010 08:34, Uncontrolled Copy, (c) BSIEN 13108-1:2006 (E) 2 Contents Page Foreword4 Introduction .5 1 Scope 6 2 Normative references 6 3 Terms,
13、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 Binder9 4.2.1 General9 4.2.2 Binder in empirically specified mixtures.9 4.3 Aggregates 10 4.3.1 Coarse aggregate 10 4.3.2 Fine aggregate 1
14、0 4.3.3 All-in aggregates. 10 4.3.4 Added filler 10 4.4 Reclaimed asphalt 10 4.5 Additives 10 5 Requirements for the mixture 11 5.1 Empirical or fundamental requirements. 11 5.1.1 Declaration of the target composition 11 5.1.2 Empirical requirements 11 5.1.3 Fundamental requirements 11 5.2 General r
15、equirements. 11 5.2.1 Composition and grading 11 5.2.2 Void content 12 5.2.3 Coating and homogeneity 14 5.2.4 Water sensitivity . 14 5.2.5 Resistance to abrasion by studded tyres 15 5.2.6 Resistance to permanent deformation . 15 5.2.7 Reaction to fire 17 5.2.8 Resistance to fuel for application on a
16、irfields. 17 5.2.9 Resistance to de-icing fluid for application on airfields. 17 5.2.10 Temperature of the mixture . 18 5.2.11 Durability . 18 5.3 Empirical requirements 18 5.3.1 Composition, grading, binder content and additives . 18 5.3.2 Marshall values for application on airfields. 20 5.3.3 Void
17、s filled with bitumen . 22 5.3.4 Voids in mineral aggregate 24 5.3.5 Void content at 10 gyrations 24 5.3.6 Over-specification. 24 5.4 Fundamental requirements 25 5.4.1 Composition - grading and binder content 25 5.4.2 Stiffness. 25 5.4.3 Resistance to permanent deformation in triaxial compression te
18、st . 26 5.4.4 Resistance to fatigue 27 5.4.5 Over-specification. 28 6 Evaluation of conformity 28 BS EN 13108-1:2006Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 18/05/2010 08:34, Uncontrolled Copy, (c) BSIEN 13108-1:2006 (E) 3 7 Identification 29 Annex A (normative) Calculations of the pen
19、etration or the softening point of the binder of a mixture when reclaimed asphalt is used 30 A.1 General .30 A.2 Calculation of the penetration of the binder of a mixture .30 A.3 Calculation of the softening point of the binder of a mixture.30 Annex ZA (informative) Relationship between this Europea
20、n Standard and the Essential Requirements of EU Construction Products Directive32 BS EN 13108-1:2006Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 18/05/2010 08:34, Uncontrolled Copy, (c) BSIEN 13108-1:2006 (E) 4 Foreword This European Standard (EN 13108-1:2006) has been prepared by Technica
21、l 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 withdra
22、wn 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, which i
23、s 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 layer
24、s. 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 specific
25、ations 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, Bituminous mi
26、xtures 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, Cyprus,
27、 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 13108-1:2006Licensed Copy: Wang Bin, I
28、SO/EXCHANGE CHINA STANDARDS, 18/05/2010 08:34, Uncontrolled Copy, (c) BSIEN 13108-1:2006 (E) 5 Introduction The ultimate aim is to specify Asphalt Concrete in terms of fundamental, performance based properties. However given the differences in knowledge and experience with fundamental specifications
29、 for this mix type in Europe, it is not possible to choose only the fundamental approach. This European Standard therefore provides two ways of specifying Asphalt Concrete: The first, or empirical approach specifies Asphalt Concrete in terms of compositional recipes and requirements for constituent
30、materials with additional requirements based on performance related tests. These requirements are in 5.2 and 5.3. The second, or fundamental approach specifies Asphalt Concrete in terms of performance-based requirements linked to limited prescription of composition and constituent materials, offerin
31、g a greater degree of freedom. These requirements can be found in 5.2 and 5.4. It is envisaged that, as users gain experience with performance based testing, there will be a shift towards greater use of the fundamental approach to specification. Asphalt Concrete is used for surface courses, binder c
32、ourses regulating courses, and bases. BS EN 13108-1:2006Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 18/05/2010 08:34, Uncontrolled Copy, (c) BSIEN 13108-1:2006 (E) 6 1 Scope This European Standard specifies requirements for mixtures of the mix group Asphalt Concrete for use on roads, airf
33、ields and other trafficked areas. NOTE A mixture specification derived from this Standard can be used either to declare the conformity of a mixture with known requirements or to make known what those requirements are. This European Standard includes requirements for the selection of the constituent
34、materials. It is designed to be read in conjunction with EN 13108-20 and EN 13108-21. Asphalt Concrete mixtures with chemical modified binders not covered by EN 14023 are not covered by this European Standard. 2 Normative references The following referenced documents are indispensable for the applic
35、ation 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 physical properties of aggregates Part 6: Determination of particle den
36、sity 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 binders Specifications for paving grade bitumens EN 12697-3, Bituminous
37、 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 mixtures Test methods for hot mix asphalt Part 13: Temperature measurement EN
38、 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 mixtures Material specifications Part 8: Reclaimed asphalt EN 13108-20:2005
39、, 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 building elements Part 1: Classification using test data from reaction to
40、 fire tests prEN 13924, Bitumen and bituminous binders Specifications for hard paving grade bitumens EN 14023, Bitumen and bituminous binders Specifications for polymer modified bitumens BS EN 13108-1:2006Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 18/05/2010 08:34, Uncontrolled Copy, (c)
41、 BSIEN 13108-1:2006 (E) 7 ISO 565, Test sieves Metal wire cloth, perforated metal plate and electroformed sheet Nominal sizes of openings 3 Terms, definitions, symbols and abbreviations 3.1 Terms and definitions For the purposes of this European Standard, the following terms and definitions apply. 3
42、.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 single material. A course may be laid in one or more layers 3.1.4 surf
43、ace course upper course of the pavement, which is in contact with the traffic 3.1.5 binder course part of the pavement between the surface course and the base 3.1.6 regulating course course of variable thickness applied to an existing course or surface to provide the necessary profile for a further
44、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 Asphalt Concrete asphalt in which the aggregate particles are continuously graded or gap-graded to form an interlocking str
45、ucture 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 formulation in terms of the constituent materials, the grading curve and
46、the percentage of bitumen added to the mixture NOTE This will usually be the result of a laboratory mix design and validation. BS EN 13108-1:2006Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 18/05/2010 08:34, Uncontrolled Copy, (c) BSIEN 13108-1:2006 (E) 8 3.1.11 output target composition e
47、xpression of a mix formulation in terms of the constituent materials and the mid point grading and soluble binder content 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 mixtu
48、re, e.g. inorganic or organic fibres or polymers, to influence the mechanical properties, the workability or the colour of the mixture 3.1.13 performance-based requirement requirement for a fundamental engineering property (e.g. stiffness, fatigue properties) that predicts performance and appears in
49、 primary performance prediction relationships 3.1.14 performance-related requirement requirement for a characteristic (e.g. wheel tracking properties, Marshall properties) that has been found to correlate with a fundamental engineering property that predicts performance 3.1.15 empirical specification combination of requirements for composition and constituent materials together with performance-related requirements 3.1.16 fundamental specification combination of performance-based requi
