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!%V“2596151www.din.deD
2、IN EN 13108-3Bituminous mixtures Material specifications Part 3: Soft Asphalt;English version EN 131083:2016,English translation of DIN EN 13108-3:2016-12Asphaltmischgut Mischgutanforderungen Teil 3: Softasphalt;Englische Fassung EN 131083:2016,Englische bersetzung von DIN EN 13108-3:2016-12Mlanges
3、bitumineux Spcifications des matriaux Partie 3: Soft Asphalt;Version anglaise EN 131083:2016,Traduction anglaise de DIN EN 13108-3:2016-12SupersedesDIN EN 131083:200608 andDIN EN 131083 Corrigendum 1:200806See start of applicationwww.beuth.deDocument comprises 33 pagesDTranslation by DIN-Sprachendie
4、nst.In case of doubt, the German-language original shall be considered authoritative.12.16 DIN EN 13108-3:2016-12 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 conformity marking of const
5、ruction 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 websites of the European Commiss
6、ion or of the relevant building authority. The standards which this document replaces, DIN EN 13108-3:2006-06 and DIN EN 13108-3 Corrigendum 1:2008-06, may be used in parallel with this standard during a specified transition period where such has been laid down in the Official Journal of the Europea
7、n Union and/or the Bundesanzeiger (German Federal Gazette). National foreword This document (EN 13108-3:2016) 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 Bauwesen (DI
8、N Standards Committee Building and Civil Engineering), Working Committee NA 005-10-10 AA Asphalt (SpA zu CEN/TC 227/WG 1), Gemeinschaftsausschuss mit FGSV. Amendments This standard differs from DIN EN 13108-3:2006-08 and DIN EN 13108-3 Corrigendum 1:2008-06 as follows: a) specific conditions may now
9、 be defined in documents related to the application of the product; b) reference to the EU Construction Products Regulation and a new Annex ZA according to CPR rules have been included. Previous editions DIN EN 13108-3: 2006-08 DIN EN 13108-3 Corrigendum 1: 2008-06 EUROPEAN STANDARD NORME EUROPENNE
10、EUROPISCHE NORM EN 13108-3 June 2016 ICS 93.080.20 Supersedes EN 13108-3:2006English Version Bituminous mixtures - Material specifications - Part 3: Soft Asphalt Mlanges bitumineux - Spcifications des matriaux - Partie 3: Soft Asphalt Asphaltmischgut - Mischgutanforderungen - Teil 3: Softasphalt Thi
11、s European Standard 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 refer
12、ences concerning 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
13、 member into its 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
14、, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, 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 EUROPISC
15、HES KOMITEE FR NORMUNG 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 13108-3:2016 EEN 13108-3:2016 (E) 2 Contents Page European foreword . 4 Introduction 6 1 S
16、cope 7 2 Normative 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 . 10 4.3 Aggregates 11 4.3.1
17、Coarse aggregate 11 4.3.2 Fine aggregate . 11 4.3.3 All-in aggregates . 11 4.3.4 Added filler . 11 4.4 Reclaimed asphalt 11 4.5 Additives 12 5 Requirements for the mixture . 12 5.1 General . 12 5.2 Composition, grading and binder content 12 5.2.1 Composition . 12 5.2.2 Grading . 12 5.2.3 Minimum bin
18、der content 13 5.3 Properties . 19 5.3.1 Specimens . 19 5.3.2 Void content and voids filled with binder . 19 5.3.3 Water sensitivity 20 5.3.4 Coating and homogeneity 20 5.3.5 Reaction to fire 20 5.4 Temperature of the mixture 21 5.5 Regulated dangerous substances . 22 5.6 Conflicting requirements 22
19、 6 Assessment and verification of constancy of performance AVCP . 22 7 Identification . 23 Annex A (normative) Calculations of the penetration, the softening point or the viscosity of the binder of a mixture when reclaimed asphalt is used. 24 A.1 General . 24 A.2 Calculation of the penetration of th
20、e binder of a mixture . 24 A.3 Calculation of the softening point of the binder of a mixture 24 A.4 Calculation of the viscosity of the binder of a mixture . 25 DIN EN 13108-3:2016-12 EN 13108-3:2016 (E) 3 Annex ZA (informative) Relationship of this European Standard with Regulation (EU) No. 305/201
21、1 . 26 ZA.1 Scope and relevant characteristics 26 ZA.2 System of Assessment and Verification of Constancy of Performance (AVCP) 27 ZA.3 Assignment of AVCP tasks . 28 DIN EN 13108-3:2016-12 EN 13108-3:2016 (E) 4 European foreword This document (EN 13108-3:2016) has been prepared by Technical Committe
22、e 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
23、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 or all such patent rights. This document supersedes EN 13108-3:2006. This document has been
24、 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 305/2011, see informative Annex ZA which is an integ
25、ral part of this document. Compared with EN 13108-3:2006, the following changes have been made: a) possibility to define specific conditions in documents related to the application of the product; b) CPR reference and new Annex ZA according CPR rules. This European Standard is one of a series as lis
26、ted 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 Layers (BBTM) EN 13108-3, Bituminous mixtures Material specifications Part 3: Soft Asphalt EN 13108-4, Bituminous
27、 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 specifications Part 6: Mastic Asphalt EN 13108-7, Bituminous mixtures Material specifications Part 7: Porous Asph
28、alt EN 13108-8, Bituminous mixtures Material specifications Part 8: Reclaimed Asphalt 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 Ma
29、terial specifications Part 21: Factory Production Control DIN EN 13108-3:2016-12 EN 13108-3:2016 (E) 5 Annex A (normative) details the calculation of the viscosity, penetration or the softening point in mixtures containing reclaimed asphalt from the viscosity, penetrations or softening points of the
30、 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, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, E
31、stonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. DIN EN 13108-3:2016-
32、12 EN 13108-3:2016 (E) 6 Introduction The aim of this European Standard is to enable specification of Soft Asphalt mixtures on a performance basis. In general, however, there are currently more empirical tests available to describe the mixtures. Depending on the experience with the combination of re
33、quirements 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 different applications, traffic and climate conditions. EN 13108-3 gives properties and listings of possible categories. It has to accomm
34、odate 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 do not always obey statistical rules. Based on conditions of use specific propert
35、ies 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 appropriate test method. Care should be taken to only select those tests which are r
36、elevant to the application of the Soft Asphalt and the use of the pavement and to avoid a combination of potentially conflicting requirements. DIN EN 13108-3:2016-12 EN 13108-3:2016 (E) 7 1 Scope This European Standard specifies requirements for mixtures of the mix group Soft Asphalt for use on low
37、volume roads and roads with low stability. Soft Asphalt is used for surface courses, regulating courses and bases in colder climates. The mixtures of the mix group Soft Asphalt are produced on the basis of hot bitumen. Mixtures utilizing bitumen emulsion and bituminous materials based on in situ rec
38、ycling 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 whole or in part, are normatively refere
39、nced 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 physical properties of aggregates P
40、art 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 bituminous binders Specifications for pavi
41、ng grade bitumens EN 12595, Bitumen and bituminous binders Determination of kinematic viscosity EN 12596, Bitumen and bituminous binders Determination of dynamic viscosity by vacuum capillary EN 12697-3, Bituminous mixtures Test methods for hot mix asphalt Part 3: Bitumen recovery: Rotary evaporator
42、 EN 12697-4, Bituminous mixtures Test methods Part 4: Bitumen recovery: Fractionating column EN 12697-8, Bituminous mixtures Test methods for hot mix asphalt Part 8: Determination of void characteristics of bituminous specimens EN 12697-12, Bituminous mixtures Test methods for hot mix asphalt Part 1
43、2: Determination of the water sensitivity of bituminous specimens 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 13108-8, Bitumin
44、ous 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 DIN EN 13108-3:2016-12 EN 13108-3:2016 (E) 8 EN 13501-1:2007
45、+A1:2009, Fire classification of construction products and building elements Part 1: Classification using data from reaction to fire tests 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,
46、definitions, 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 o
47、peration 3.1.3 course element of a 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 the pavement, which is in contact with the traffic 3.1.5 regulating course course of variable thickness applied to an exist
48、ing course or surface to provide the necessary profile for a further course of consistent thickness 3.1.6 base main structural element of a pavement Note 1 to entry: The base can be laid in one or more courses, described as “upper” base, “lower” base. 3.1.7 asphalt homogenous mixture of coarse and f
49、ine aggregates, filler aggregate and bituminous binder which is used in the construction of a pavement Note 1 to entry: The asphalt can include one or more additives to enhance the laying characteristics, performance or appearance of the mixture. 3.1.8 Soft Asphalt asphalt in which the aggregate particles are continuously graded or open-graded to form an interloc
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