1、December 2016 English price group 15No part of this translation may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).ICS 93.080.20!%P“2596145www.din.deD
2、IN EN 13108-9Bituminous mixtures Material specifications Part 9: Asphalt for UltraThin Layer (AUTL);English version EN 131089:2016,English translation of DIN EN 13108-9:2016-12Asphaltmischgut Mischgutanforderungen Teil 9: Asphaltmischgut fr ultradnne Schichten (AUTL);Englische Fassung EN 131089:2016
3、,Englische bersetzung von DIN EN 13108-9:2016-12Mlanges bitumineux Spcifications pour le matriau Partie 9: Btons bitumineux pour couches ultraminces (BBUM);Version anglaise EN 131089:2016,Traduction anglaise de DIN EN 13108-9:2016-12See start of applicationwww.beuth.deDocument comprises 32 pagesDTra
4、nslation by DIN-Sprachendienst.In case of doubt, the German-language original shall be considered authoritative.12.16 DIN EN 13108-9:2016-12 2 A comma is used as the decimal marker. Start of application The start of application of this standard is 2016-12-01. It should be noted that, in Germany, CE
5、conformity marking of construction products will be permitted once this standard has been listed in the Official Journal of the European Union and/or the Bundesanzeiger (German Federal Gazette) and from the date given therein. For further information, users of this standard should refer to the websi
6、tes of the European Commission or of the relevant building authority. National foreword This document (EN 13108-9:2016) has been prepared by Technical Committee CEN/TC 227 “Road materials” (Secretariat: DIN, Germany). The responsible German body involved in its preparation was DIN-Normenausschuss Ba
7、uwesen (DIN Standards Committee Building and Civil Engineering), Working Committee NA 005-10-10 AA Asphalt (SpA zu CEN/TC 227/WG 1), Gemeinschaftsausschuss mit FGSV. EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13108-9 June 2016 ICS 93.080.20 English Version Bituminous mixtures - Material sp
8、ecifications - Part 9: Asphalt for Ultra-Thin Layer (AUTL) Mlanges bitumineux - Spcifications pour le matriau - Partie 9: Btons bitumineux pour couches ultra-minces (BBUM) Asphaltmischgut - Mischgutanforderungen - Teil 9: Asphaltmischgut fr ultradnne Schichten Asphaltbeton (AUTL) This European Stand
9、ard was approved by CEN on 27 February 2016. CEN members 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
10、 such national standards may be obtained on application 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
11、 own language and notified to the CEN-CENELEC Management 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, German
12、y, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey andUnited Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NO
13、RMUNG CEN-CENELEC Management Centre: Avenue Marnix 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 13108-9:2016 EEN 13108-9:2016 (E) 2 Contents Page European foreword . 4 Introduction 6 1 Scope 7 2 Normativ
14、e references 7 3 Terms, definitions, 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 . 10 4.2.1 General . 10 4.2.2 Selection of binder . 11 4.3 Aggregates 11 4.3.1 Coarse aggregate
15、11 4.3.2 Fine aggregate . 11 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 . 12 5.1 General . 12 5.2 Composition, grading, binder content 13 5.2.1 Composition . 13 5.2.2 Grading . 13 5.2.3 Minimum binder content 15 5.3 P
16、roperties . 15 5.3.1 Specimens . 15 5.3.2 Void content . 15 5.3.3 Water sensitivity 17 5.3.4 Low temperature properties . 17 5.3.5 Friction after polishing 18 5.3.6 Coating and homogeneity 19 5.3.7 Reaction to fire 19 5.3.8 Resistance to fuel for application on airfields . 19 5.3.9 Resistance to de-
17、icing fluid for application on airfields 20 5.4 Temperature of the mixture 20 5.5 Regulated dangerous substances . 21 5.6 Conflicting requirements 21 6 Assessment and verification of constancy of performance AVCP . 22 7 Identification . 22 Annex A (normative) Calculations of the penetration or the s
18、oftening point of the binder of a mixture when reclaimed asphalt is used . 23 DIN EN 13108-9:2016-12 EN 13108-9:2016 (E) 3 A.1 General . 23 A.2 Calculation of the penetration of the binder of a mixture . 23 A.3 Calculation of the softening point of the binder of a mixture . 23 Annex ZA (informative)
19、 Relationship of this European Standard with Regulation (EU) No. 305/2011 . 25 ZA.1 Scope and relevant characteristics 25 ZA.2 System of Assessment and Verification of Constancy of Performance (AVCP) 26 ZA.3 Assignment of AVCP tasks . 27 Bibliography . 30 DIN EN 13108-9:2016-12 EN 13108-9:2016 (E) 4
20、 European foreword This document (EN 13108-9:2016) 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 endorsement, at
21、the latest by December 2016, and conflicting national standards shall be withdrawn at the latest 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 o
22、r all such patent rights. This document has been prepared 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/
23、2011 see informative Annex ZA which is an integral part of this European Standard. This European Standard is one of a series as listed below: EN 13108-1, Bituminous mixtures Material specifications Part 1: Asphalt Concrete EN 13108-2, Bituminous mixtures Material specifications Part 2: Asphalt Concr
24、ete 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 Material specifications Part 5: Stone Mastic Asphalt EN 13108-6, Bituminous
25、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 13108-9, Bituminous mixtures Material specifications Part 9: Asphalt for Ultra-T
26、hin 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 Annex A (normative) details the calculation of the penetration or the softening point in mixtures containing re
27、claimed 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 national standards organizations of the following countries are bound to implement this European Standard: Austria
28、, Belgium, Bulgaria, DIN EN 13108-9:2016-12 EN 13108-9:2016 (E) 5 Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal,
29、 Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. DIN EN 13108-9:2016-12 EN 13108-9:2016 (E) 6 Introduction The aim of this European Standard is to enable specification of Asphalt for Ultra-Thin Layers (AUTL) mixtures on a performance basis. In general, however
30、, there are currently more empirical tests available to describe the mixtures. Depending on the experience with the combination of requirements in this European standard more or less degrees of freedom for the producer may be given. This European Standard covers a large variety of materials for diff
31、erent applications, traffic and climate conditions. EN 13108-9 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
32、 Europe. For this reason numerical values in tables 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 repro
33、ducibility of the test when this is given in the appropriate 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. DIN EN 13108-9:2016-12 EN 131
34、08-9:2016 (E) 7 1 Scope This European Standard specifies requirements of Asphalt for Ultra-Thin-Layers (AUTL) for use on roads, airfields and other trafficked areas. AUTL is a hot mix asphalt road surface course laid on a bonding layer, at a nominal thickness between 10 mm and 20 mm with properties
35、suitable for the intended use. The method of bonding is an essential part of the process and the final product is a combination of the bonding system and the bituminous mixture. The method of bonding of AUTL is out of the scope of this European Standard. Mixtures utilizing bitumen emulsion and bitum
36、inous 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 13108-20 and EN 13108-21. 2 Normative references The following documents, in whol
37、e 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 (including any amendments) applies. EN 10976:2013, Tests for mechanical and
38、 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 the softening point Ring and Ball method EN 12591, Bitumen and bitumi
39、nous binders Specifications for paving grade bitumens EN 12697 (all parts), Bituminous mixtures Test methods for hot mix asphalt EN 13043, Aggregates for bituminous mixtures and surface treatments for roads, airfields and other trafficked areas EN 13108-4:2016, Bituminous mixtures Material specifica
40、tions 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 Production Control EN 13501
41、-1:2007+A1:2009, Fire classification of construction products and building elements Part 1: Classification using data from reaction to fire tests EN 13924-2, Bitumen and bituminous binders Specification framework for special paving grade bitumen Part 2: Multigrade paving grade bitumens EN 14023, Bit
42、umen 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) DIN EN 13108-9:2016-12 EN 13108-9:2016 (E) 8 3 Terms, definitions,
43、 symbols and abbreviations 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
44、.3 course element of a pavement constructed with a single material Note 1 to entry: A course may be laid in one or more layers. 3.1.4 surface course upper course of the pavement, which is in contact with the traffic 3.1.5 binder course structural course of the pavement between the surface course and
45、 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 course of consistent thickness 3.1.7 base main structural element of a pavement Note 1 to entry: The base can be laid in one or more courses, describ
46、ed 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 pavement layers Note 1 to entry: Asphalt can include one or more additives to enhance the laying characteristics, performance
47、or appearance 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 des
48、cribed in EN 131084. DIN EN 13108-9:2016-12 EN 13108-9:2016 (E) 9 3.1.10 Asphalt for Ultra-thin layers AUTL asphalt for surface courses with a thickness of 10 mm to 20 mm, in which the aggregate particles are generally gap-graded to form a stone to stone contact and to provide an open surface textur
49、e 3.1.11 mix formulation composition of a single mixture expressed as a target composition Note 1 to entry: A target composition 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 bitumen added to the mixture Note 1 to entr
