1、BS EN 13108-6:2016Bituminous mixtures Material specificationsPart 6: Mastic AsphaltBSI Standards PublicationWB11885_BSI_StandardCovs_2013_AW.indd 1 15/05/2013 15:06BS EN 13108-6:2016 BRITISH STANDARDNational forewordThis British Standard is the UK implementation of EN 13108-6:2016. It supersedes BS
2、EN 13108-6:2006 which is withdrawn.The UK participation in its preparation was entrusted to Technical Committee B/510/1, Asphalt products.A list of organizations represented on this committee can be obtained on request to its secretary.This publication does not purport to include all the necessary p
3、rovisions of a contract. Users are responsible for its correct application. The British Standards Institution 2016.Published by BSI Standards Limited 2016ISBN 978 0 580 82047 2 ICS 93.080.20 Compliance with a British Standard cannot confer immunity from legal obligations.This British Standard was pu
4、blished under the authority of the Standards 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 13108-6:2016EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13108-6 June 2016 ICS 93.080.20 Supersedes EN 13108-6:2006Englis
5、h Version Bituminous mixtures - Material specifications - Part 6: Mastic Asphalt Mlanges bitumineux - Spcifications pour le matriau - Partie 6: Asphaltes couls routiers Asphaltmischgut - Mischgutanforderungen - Teil 6: Gussasphalt This European Standard was approved by CEN on 27 February 2016. CEN m
6、embers 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 standards may be obtained on applic
7、ation 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 notified to the CEN-CENELEC Mana
8、gement 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, Iceland, Ireland, Italy, Latvi
9、a, 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 Management Centre: Avenue Marni
10、x 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 13108-6:2016 EBS EN 13108-6:2016EN 13108-6:2016 (E) 2 Contents Page European foreword . 4 Introduction 6 1 Scope 7 2 Normative references 7 3 Terms and defi
11、nitions, symbols and abbreviations . 8 3.1 Terms and definitions . 8 3.2 Symbols and abbreviations 10 4 Requirements for constituent materials . 10 4.1 General . 10 4.2 Binder . 11 4.2.1 General . 11 4.2.2 Selection of Binder . 11 4.2.3 Mixes with reclaimed asphalt 11 4.3 Aggregates 12 4.3.1 Coarse
12、aggregate 12 4.3.2 Fine aggregate . 12 4.3.3 All-in aggregates . 12 4.3.4 Added filler . 12 4.4 Reclaimed asphalt 12 4.5 Additives 12 5 Requirements for the mixture . 13 5.1 General . 13 5.2 Composition, grading, binder content 13 5.2.1 Composition . 13 5.2.2 Grading . 13 5.2.3 Minimum binder conten
13、t 15 5.3 Properties . 16 5.3.1 Specimens . 16 5.3.2 Indentation and resistance to permanent deformation 16 5.3.3 Low temperature properties . 19 5.3.4 Coating and homogeneity 20 5.3.5 Reaction to fire 20 5.3.6 Resistance to fuel for application on airfields . 20 5.3.7 Resistance to de-icing fluid fo
14、r application on airfields 21 5.4 Temperature of the mixture 21 5.5 Regulated dangerous substances . 22 6 Assessment and verification of constancy of performance AVCP . 22 7 Identification . 22 Annex A (normative) Calculations of the penetration or the softening point of the binder of a mixture when
15、 reclaimed asphalt is used . 24 A.1 General . 24 A.2 Calculation of the penetration of the binder of a mixture . 24 BS EN 13108-6:2016EN 13108-6:2016 (E) 3 A.3 Calculation of the softening point of the binder of a mixture . 24 Annex ZA (informative) Relationship of this European Standard with Regula
16、tion (EU) No. 305/2011 . 26 ZA.1 Scope and relevant characteristics 26 ZA.2 Procedure for AVCP of Mastic Asphalt 28 ZA.3 Assignment of AVCP tasks . 28 Bibliography . 32 BS EN 13108-6:2016EN 13108-6:2016 (E) 4 European foreword This document (EN 13108-6:2016) has been prepared by Technical Committee
17、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 withdrawn at the la
18、test 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 13108-6:2006. This document has been p
19、repared 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 an integral
20、 part of this European Standard. Compared with EN 13108-6:2006, the following changes have been made: a) new property introduced (low temperature properties); b) additional optional sieves for the characterization of the grading; c) for several properties additional categories are introduced; d) pos
21、sibility to define specific conditions in documents related to the application of the product; e) CPR reference and new Annex 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 1310
22、8-2, Bituminous mixtures Material specifications Part 2: Asphalt Concrete for Very Thin Layers (BBTM) 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 Materi
23、al 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 specifications Part 8: Reclaimed Asphalt BS EN 13108-6
24、:2016EN 13108-6:2016 (E) 5 EN 13108-9, Bituminous mixtures Material specifications Part 9: Asphalt for Ultra-Thin Layer (AUTL) EN 13108-20, Bituminous mixtures Material specifications Part 20: Type Testing EN 13108-21, Bituminous mixtures Material specifications Part 21: Factory Production Control A
25、nnex A (normative) details the calculation of the penetration or the softening point in mixtures containing reclaimed asphalt 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 nati
26、onal standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lit
27、huania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. BS EN 13108-6:2016EN 13108-6:2016 (E) 6 Introduction The aim of this European Standard is to enable specification of Mastic Asphalt mixtures on a
28、performance basis. In general, however, there are currently more empirical tests available to describe the mixtures. The standard for Mastic Asphalt has only empirical requirements. This European Standard covers a large variety of materials for different applications, traffic and climate conditions.
29、 EN 13108-6 gives properties and listings 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
30、 do not always obey statistical rules. 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 ap
31、propriate test method. Care should be 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 13108-6:2016EN 13108-6:2016 (E) 7 1 Scope This European Standard specifies
32、 requirements for mixtures of the mix group Mastic Asphalt for use on roads, airfields and other trafficked areas. Mastic Asphalt is used for surface courses, binder courses, protection layers and inter-layers for bridges, tunnels and troughs. The mixtures of the mix group Mastic Asphalt are produce
33、d on the basis of 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
34、-20 and EN 13108-21. 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
35、 (including any amendments) 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 Determinat
36、ion of the 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 12697-13, Bituminous mixtures Test methods for hot mix asp
37、halt Part 13: Temperature measurement EN 12697-20, Bituminous mixtures Test methods for hot mix asphalt Part 20: Indentation using cube or cylindrical specimens (CY) EN 12697-21, Bituminous mixtures Test methods for hot mix asphalt Part 21: Indentation using plate specimens EN 12697-25, Bituminous m
38、ixtures Test methods for hot mix asphalt Part 25: Cyclic compression test 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 12697-46, Bituminous mix
39、tures Test methods for hot mix asphalt Part 46: Low temperature cracking and properties by uniaxial tension tests EN 13043, Aggregates for bituminous mixtures and surface treatments for roads, airfields and other trafficked areas BS EN 13108-6:2016EN 13108-6:2016 (E) 8 EN 13108-4:2016, Bituminous mi
40、xtures Material specifications Part 4: Hot Rolled Asphalt EN 13108-8, Bituminous mixtures 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 Pr
41、oduction Control EN 13501-1:2007+A1:2009, Fire classification of construction products and building elements Part 1: Classification using data from reaction to fire tests EN 13924-1, Bitumen and bituminous binders Specification framework for special paving grade bitumen Part 1: Hard paving grade bit
42、umens 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-flame source test (ISO 11925-2) 3 Terms and definitions, symbols and abbreviati
43、ons 3.1 Terms and definitions For the purposes of this document, 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 element of a
44、pavement constructed with a single material Note 1 to entry: A course can 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 a pavement between the surface course and the base 3.1.6 regulating
45、course course of variable thickness applied to an existing course to provide the necessary profile for a further course of consistent thickness BS EN 13108-6:2016EN 13108-6:2016 (E) 9 3.1.7 base main structural element of a pavement Note 1 to entry: The base can be laid in one or more courses, descr
46、ibed as “upper“ base, “lower“ base 3.1.8 asphalt homogenous mixture of coarse and fine aggregates, filler aggregate and bituminous binder which is used in the construction of a pavement Note 1 to entry: Asphalt can include one or more additives to enhance the laying characteristics, performance or a
47、ppearance of the mixture. 3.1.9 natural asphalt naturally occurring mixture of bitumen and finely divided mineral matter which is found in well-defined surface deposits and which is processed to remove unwanted components such as water and vegetable matter Note 1 to entry: Natural asphalt is describ
48、ed in EN 131084. 3.1.10 Mastic Asphalt voidless asphalt mixtures with bitumen as a binder in which the volume of filler and binder fills the volume of the remaining voids in the mix 3.1.11 mix formulation composition of a single mixture expressed as a target composition Note 1 to entry: A target com
49、position is expressed in one of two ways (see 3.1.12 and 3.1.13). 3.1.12 input target composition expression of a mix formulation in terms of the constituent materials, the grading curve and the percentage of binder added to the mixture Note 1 to entry: This will usually be the result of a laboratory mix design and validation. 3.1.13 output target composition expression of a mix formulation in terms of the constituent materials and the mi
