SIST EN 13108-4:2016
(Main)Bituminous mixtures - Material specifications - Part 4: Hot Rolled Asphalt
Bituminous mixtures - Material specifications - Part 4: Hot Rolled Asphalt
This European Standard specifies requirements for mixtures of the mix group Hot Rolled Asphalt for use on roads, airfields and other trafficked areas.
Asphaltmischgut - Mischgutanforderungen - Teil 4: Hot Rolled Asphalt
Diese Europäische Norm legt Anforderungen an Mischgüter der Asphaltmischgutgruppe Hot-Rolled-Asphalt fest, die für die Verwendung beim Bau von Straßen, Flugplätzen und sonstigen Verkehrsflächen bestimmt sind. Hot-Rolled-Asphalt wird für Deckschichten, Binderschichten, Ausgleichsschichten und Tragschichten verwendet.
Die Mischgüter der Mischgutgruppe Hot-Rolled-Asphalt werden auf Basis von heißem Bitumen hergestellt. Mischgüter, die Bitumenemulsionen und bitumenhaltige Materialien auf der Basis der Wiederverwertung vor Ort enthalten, werden durch diese Norm nicht abgedeckt.
Diese Europäische Norm enthält Anforderungen an die Auswahl der Baustoffe. Sie ist in Verbindung mit FprEN 13108-20 und FprEN 13108-21 anzuwenden.
Mélanges bitumineux - Spécifications des matériaux - Partie 4: Hot Rolled Asphalt
Cette norme européenne spécifie les exigences relatives aux mélanges appartenant aux Hot Rolled Asphalt utilisables pour les routes, les aéroports et les autres zones de circulation.
Cette Norme européenne comporte des exigences pour la sélection des divers constituants. Elle est destinée à être utilisée conjointement avec le prEN 13108-20 et le prEN 13108-21.
Bitumenske zmesi - Specifikacije materialov - 4. del: Vroče valjani asfalt
Ta evropski standard določa zahteve za skupino zmesi vroče valjanih asfaltov za uporabo na cestah, letališčih in drugih prometnih površinah.
General Information
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Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Asphaltmischgut - Mischgutanforderungen - Teil 4: Hot Rolled AsphaltMélanges bitumineux - Spécifications des matériaux - Partie 4: Hot Rolled AsphaltBituminous mixtures - Material specifications - Part 4: Hot Rolled Asphalt93.080.20Materiali za gradnjo cestRoad construction materialsICS:Ta slovenski standard je istoveten z:EN 13108-4:2016SIST EN 13108-4:2016en,fr,de01-november-2016SIST EN 13108-4:2016SLOVENSKI
STANDARDSIST EN 13108-4:2006/AC:2008SIST EN 13108-4:20061DGRPHãþD
SIST EN 13108-4:2016
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 13108-4
June
t r s x ICS
{ uä r z rä t r Supersedes EN
s u s r zæ vã t r r xEnglish Version
Bituminous mixtures æ Material specifications æ Part
vã Hot Rolled Asphalt Mélanges bitumineux æ Spécifications des matériaux æ Partie
vã Hot Rolled Asphalt
Asphaltmischgut æ Mischgutanforderungen æ Teil
vã Hot Rolled Asphalt This European Standard was approved by CEN on
t y February
t r s xä
egulations which stipulate the conditions for giving this European Standard the status of a national standard without any alterationä Upætoædate lists and bibliographical references concerning such national standards may be obtained on application to the CENæCENELEC Management Centre or to any CEN memberä
translation under the responsibility of a CEN member into its own language and notified to the CENæCENELEC Management Centre has the same status as the official versionsä
CEN members are the national standards bodies of Austriaá Belgiumá Bulgariaá Croatiaá Cyprusá Czech Republicá Denmarká Estoniaá Finlandá Former Yugoslav Republic of Macedoniaá Franceá Germanyá Greeceá Hungaryá Icelandá Irelandá Italyá Latviaá Lithuaniaá Luxembourgá Maltaá Netherlandsá Norwayá Polandá Portugalá Romaniaá Slovakiaá Sloveniaá Spainá Swedená Switzerlandá Turkey and United Kingdomä
EUROPEAN COMMITTEE FOR STANDARDIZATION COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre:
Avenue Marnix 17,
B-1000 Brussels
9
t r s x CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Membersä Refä Noä EN
s u s r zæ vã t r s x ESIST EN 13108-4:2016
EN 13108-4:2016 (E) 2 Contents Page European foreword . 4 Introduction . 6 1 Scope . 7 2 Normative references . 7 3 Terms, definitions, symbols and abbreviations . 8 3.1 Terms and definitions . 8 3.2 Symbols and abbreviations . 11 4 Requirements for constituent materials . 11 4.1 General . 11 4.2 Binder . 11 4.2.1 General . 11 4.2.2 Selection of binder . 11 4.3 Aggregates . 13 4.3.1 Coarse aggregate . 13 4.3.2 Fine aggregate . 13 4.3.3 All-in aggregates . 13 4.3.4 Added filler . 13 4.4 Reclaimed asphalt . 13 4.5 Additives . 14 4.6 Coated chippings . 14 5 Requirements for the mixture . 14 5.1 General . 14 5.2 Composition, grading and binder content . 14 5.2.1 Composition . 14 5.2.2 Grading . 14 5.2.3 Minimum binder content . 18 5.3 Properties . 18 5.3.1 Specimens . 18 5.3.2 Minimum binder volume . 18 5.3.3 Void content . 19 5.3.4 Water sensitivity . 20 5.3.5 Resistance to permanent deformation . 21 5.3.6 Stiffness . 22 5.3.7 Low temperature properties . 24 5.3.8 Coating and homogeneity . 25 5.3.9 Reaction to fire . 25 5.3.10 Resistance to fuel for application on airfields . 25 5.3.11 Resistance to de-icing fluid for application on airfields . 26 5.4 Temperature of the mixture . 26 5.5 Regulated dangerous substances . 27 5.6 Conflicting requirements . 27 6 Assessment and verification of constancy of performance — AVCP . 27 7 Identification . 28 SIST EN 13108-4:2016
EN 13108-4:2016 (E) 3 Annex A (normative)
Calculations of the penetration or the softening point of the binder of a mixture when reclaimed asphalt is used . 29 A.1 General . 29 A.2 Calculation of the penetration of the binder of a mixture . 29 A.3 Calculation of the softening point of the binder of a mixture . 29 Annex B (normative)
Natural asphalt. 31 B.1 Scope . 31 B.2 Requirements . 31 B.3 Methods of use . 32 B.4 Determination of ash content . 32 Annex C (normative)
Coated chippings for application to Hot Rolled Asphalt surface course . 33 C.1 Scope . 33 C.2 Chippings . 33 C.3 Binder content . 33 C.4 Assessment and verification of constancy of performance . 33 C.5 Identification . 33 Annex ZA (informative)
Relationship of this European Standard with Regulation (EU) No. 305/2011 . 34 ZA.1 Scope and relevant characteristics . 34 ZA.2 Procedure for AVCP of Hot Rolled Asphalt . 35 ZA.3 Assignment of AVCP tasks . 36
SIST EN 13108-4:2016
EN 13108-4:2016 (E) 4 European foreword This document (EN 13108-4:2016) 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 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 or all such patent rights. This document supersedes EN 13108-4:2006. 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 305/2011 see informative Annex ZA which is an integral part of this European Standard. Compared with EN 13108-4:2006, the following changes have been made: a) general, empirical and fundamental approaches have been merged into one list with different properties; b) new properties introduced (low temperature properties); c) additional optional sieves for the characterization of the grading; d) for several properties additional categories are introduced; e) possibility to define specific conditions in documents related to the application of the product; f) 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 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 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 Asphalt SIST EN 13108-4:2016
EN 13108-4:2016 (E) 5 — 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 — Material specifications — Part 21: Factory Production Control Annex 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. Annex B (normative) gives specifications for natural asphalt. Annex C (normative) gives specifications for coated chippings. 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, Estonia, 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. SIST EN 13108-4:2016
EN 13108-4:2016 (E) 6 Introduction The aim of this European Standard is to specify bituminous mixtures on a performance level. Specifications for Hot Rolled Asphalt have traditionally been based on compositional recipes combined with specifications for the constituent materials with additional requirements based on tests on the product. Although more tests are available to provide information on the performance of the material, they are still insufficient to cover the actual performance of the material in the road. Therefore a combination with composition and specifications for the constituent materials will still be necessary. This European Standard covers a large variety of materials for different applications, traffic and climate conditions. EN 13108-4 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 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 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. SIST EN 13108-4:2016
EN 13108-4:2016 (E) 7 1 Scope This European Standard specifies requirements for mixtures of the mix group Hot Rolled Asphalt for use on roads, airfields and other trafficked areas. Hot Rolled Asphalt is used for surface courses, binder courses, regulating courses and bases. The mixtures of the mix group Hot Rolled Asphalt are produced 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 13108-20 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 (including any amendments) applies. EN 1097–6:2013, 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 — Determination of the softening point — Ring and Ball method EN 12591, Bitumen and bituminous binders — Specifications for paving grade bitumens EN 12592, Bitumen and bituminous binders — Determination of solubility EN 12697-3, Bituminous mixtures — Test methods for hot mix asphalt — Part 3: Bitumen recovery: Rotary evaporator 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 12: Determination of the water sensitivity of bituminous specimens EN 12697-13, Bituminous mixtures — Test methods for hot mix asphalt — Part 13: Temperature measurement EN 12697-22, Bituminous mixtures — Test methods for hot mix asphalt — Part 22: Wheel tracking EN 12697-26, Bituminous mixtures — Test methods for hot mix asphalt — Part 26: Stiffness EN 12697-37, Bituminous mixtures — Test methods for hot mix asphalt — Part 37: Hot sand test for the adhesivity of binder on precoated chippings for HRA EN 12697-41, Bituminous mixtures — Test methods for hot mix asphalt — Part 41: Resistance to de-icing fluids SIST EN 13108-4:2016
EN 13108-4:2016 (E) 8 EN 12697-43, Bituminous mixtures — Test methods for hot mix asphalt — Part 43: Resistance to fuel EN 12697-46, Bituminous mixtures — Test methods for hot mix asphalt — Part 46: Low temperature cracking and properties by uniaxial tension tests EN 12697-47, Bituminous mixtures — Test methods for hot mix asphalt — Part 47: Determination of the ash content of natural asphalts EN 13043, Aggregates for bituminous mixtures and surface treatments for roads, airfields and other trafficked areas 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 13501-1:2007+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 bitumens EN 13924-2, Bitumen and bituminous binders — Specification framework for special paving grade bitumen — Part 2: Multigrade paving grade bitumens EN 14023, Bitumen and bituminous binders — Specification framework for polymer modified bitumens EN ISO 3838, Crude petroleum and liquid or solid petroleum products — Determination of density or relative density — Capillary-stoppered pyknometer and graduated bicapillary pyknometer methods (ISO 3838) 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, 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 operation 3.1.3 course element of a pavement constructed with a single asphalt mixture SIST EN 13108-4:2016
EN 13108-4:2016 (E) 9 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 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 to entry 1: The base can be laid in one or more courses, described as “upper” base or “lower” base. 3.1.8 asphalt homogenous mixture typically of coarse and fine aggregates, filler aggregate and bituminous binder which is used Note 1 to entry: The asphalt can include one or more additives to enhance the laying characteristics, performance or appearance of the mixture. 3.1.9 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 described in EN 13108-4. 3.1.10 Hot Rolled Asphalt dense, gap graded bituminous mixture in which the mortar of fine aggregate, filler and high viscosity binder are major contributors to the performance of the laid material 3.1.11 coated chippings nominally single size aggregate particles with a high resistance to polishing, which are lightly coated with high viscosity binder Note 1 to entry: The chippings are rolled into and form part of a Hot Rolled Asphalt surface course which generally has coarse aggregate content of
35 %. 3.1.12 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 3.1.13 and 3.1.14). SIST EN 13108-4:2016
EN 13108-4:2016 (E) 10 3.1.13 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 entry: This will usually be the result of a laboratory mix design and validation. 3.1.14 output target composition expression 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 1 to entry: This will usually be the result of a production validation. 3.1.15 additive constituent material which can be added in small quantities to influence specific properties of the mixture Note 1 to entry: For example additives are used to influence the affinity of binder to aggregate, and the mechanical properties when using inorganic and organic fibres and polymers. They are also used to influence the colour of the mixture. 3.1.16 conflicting requirements combination of requirements or properties which are impracticable to fulfil in their entirety Note 1 to entry: This can occur by combining specific requirements for the composition and constituent materials together with more performance related tests. These are also relevant when two or more performance or test parameters are selected which measure similar properties using conflicting test methods resulting in a lack of clarity and consistency in the characteristics of the mixture. 3.1.17 premixed binder bitumen which is blended on the site of the asphalt mixing plant, with an additive before or during the addition of the binder to the plant mixer, which in the case of a continuous plant, will be before or during the delivery of the binder to the mixing zone of the drier drum 3.1.18 category defined level of a property of an asphalt mixture Note 1 to entry: The designation of a category is expressed with a symbol and a numerical value representing the level. EXAMPLE Bmin 6,0 means that the minimum binder content shall be 6,0 %. Note 2 to entry: Defined categories for each property are listed in EN 13108–4. 3.1.19 class range of levels delimited by a minimum and a maximum value SIST EN 13108-4:2016
EN 13108-4:2016 (E) 11 3.2 Symbols and abbreviations HRA general designation of Hot Rolled Asphalt; HRA %/D (F or C) designation of Hot Rolled Asphalt followed by an indication the percentage of coarse aggregate in the mixture and of D, the upper sieve size of the aggregate in the mixture in millimetres (mm). For surface course mixtures the designation of the type of fine aggregate used in their manufacture immediately follows D. Type F fine aggregate is predominantly natural/uncrushed sand and Type C is predominantly crushed rock fine aggregate. EXAMPLE HRA 30/14 F Hot Rolled Asphalt containing 30 % of a coarse aggregate with maximum aggregate size D of 14 mm containing a Type F fine aggregate. 4 Requirements for constituent materials 4.1 General Only constituent materials with established suitability shall be used. For all constituent materials the properties relevant to the performance of the mixture shall be made available. The establishment of suitability shall result from one or more of the following: — European Standard; — European Technical Assessment; — Specifications for materials based on a demonstrable history of satisfactory use in asphalt. Evidence shall be based on research and/or the evidence of satisfactory practical use. In documents related to the application of the product details for the assessment of this proof may be defined. There can be technical limitations regarding the future recycling possibilities. Also traceability of the nature of constituent materials can affect the potential for future recycling. 4.2 Binder 4.2.1 General The binder shall be a paving grade bitumen, a modified bitumen, a hard paving grade bitumen, a multigrade bitumen or a blend of one of them with natural asphalt. The paving grade bitumen shall conform to EN 12591, the modified bitumen to EN 14023, the hard grade bitumen to EN 13924-1 and the multigrade bitumen to EN 13924-2. When natural asphalt is used, it shall conform to Annex B. Premixed bituminous binders that are not covered by the standards EN 12591, EN 14023 or EN 13924-1 and EN 13924-2 may be used provided that information is given as stated in 4.1, and that the base bitumen is conforming to EN 12591, EN 14023 or EN 13924-1 and EN 13924-2. The use of these binders may be defined in documents related to the application of the product. 4.2.2 Selection of binder 4.2.2.1 General Depending on the conditions of use, the type and grade of bitumen and the amount and category of natural asphalt may be defined in documents related to the application of the product. SIST EN 13108-4:2016
EN 13108-4:2016 (E) 12 The type and grade of the bitumen and the amount and category of natural asphalt shall be declared in the Type Test report. In case of a paving grade bitumen the grade shall be selected from the grades between 30/45 and 100/150 inclusively. NOTE EN 14023 for modified bitumen is a framework for classification and is only meant to characterize the modified bitumen. The modified bitumen specifications are not performance based. The same applies to multigrade bitumen according to EN 13924–2. When an additive is used to lower the production temperature of Hot Rolled Asphalt and thereby changes relevant properties of the binder at temperatures representative for the climatic conditions in the place of use, evidence shall be provided to show what the influence of the additive is on the performance of the mix. This proof shall be based on research or evidence of satisfactory performance according to 4.1. 4.2.2.2 Surface courses with reclaimed asphalt When using more than 10 % by mass of the total mixture of reclaimed asphalt from mixtures in which only paving grade bitumen has been used and when the binder added to the mixture is a paving grade bitumen and the grade of the bitumen is selected, the following requirements may be def
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