SIST EN 13108-9:2016

Bituminous mixtures - Material specifications - Part 9: Asphalt for Ultra-Thin Layer (AUTL)

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 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 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.

Asphaltmischgut - Mischgutanforderungen - Teil 9: Asphaltmischgut für extrem dünne Asphaltbetonschichten (UTLAC)

Diese Europäische Norm legt Anforderungen an Asphaltmischgut für extrem dünne Asphaltbetonschichten fest, die für die Verwendung beim Bau von Straßen, Flugplätzen und sonstigen Verkehrsflächen bestimmt sind.
Asphaltmischgut für extrem dünne Asphaltbetonschichten ist eine heiße Asphaltstraßendeckschicht, die mit einer Nenndicke zwischen 10 mm und 20 mm mit für den vorgesehenen Verwendungszweck geeigneten Eigenschaften auf eine Verbundlage aufgetragen wird. Das Verbundverfahren ist ein wesentlicher Teil des Prozesses und das fertige Produkt ist eine Kombination des Verbundsystems und des bitumenhaltigen Mischguts. Das Verbundverfahren für Asphaltbeton für extrem dünne Schichten ist nicht Gegenstand dieser Europäischen Norm. 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 sur le matériau - Partie 9: Mélange bitumineux pour enrobés ultra-minces

Cette norme européenne spécifie les exigences relatives au enrobés bitumineux pour couches ultra-minces (EBCUM) destiné à être utilisé pour les routes, les aéroports et 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. Les enrobés bitumineux pour couches ultra-minces contenant des liants chimiquement modifiés qui ne sont pas couverts par la norme EN 14023, ne sont pas couverts par cette Norme européenne.
La couche d’accrochage des enrobés bitumineux pour couches ultra-minces n'est pas dans le domaine d'application de cette Norme européenne.

Bitumenske zmesi - Specifikacije materialov - 9. del: Asfalt za ultra tanke plasti (AUTL)

Ta dokument določa zahteve za asfalt za zelo tanke plasti za uporabo na cestah, letališčih in drugih prometnih površinah.

General Information

• Status: Published
• Public Enquiry End Date: 29-Sep-2013
• Publication Date: 17-Oct-2016
• ICS: 93.080.20 - Road construction materials
• Technical Committee: CES - Roads
• Current Stage: 6060 - National Implementation/Publication (Adopted Project)
• Start Date: 01-Sep-2016
• Due Date: 06-Nov-2016
• Completion Date: 18-Oct-2016
• Directive: 305/2011 - Regulation (eu) No 305/2011 of the European Parliament and of the Council of 9 march 2011 laying down harmonised conditions for the marketing of construction products and repealing council directive 89/106/eec
• Mandate: M/124 - Mandate to CEN/CENELEC concerning the execution of standardization work for harmonized standards on road construction products
• Mandate: M/387 - AMENDMENT TO: Mandate M/124 to CEN/CENELEC concerning the execution of standardisation work for harmonized standards on Road construction products
• Ref Project: EN 13108-9:2016 - Bituminous mixtures - Material specifications - Part 9: Asphalt for Ultra-Thin Layer (AUTL)

Overview

EN 13108-9:2016 is the CEN European standard that specifies material requirements for Asphalt for Ultra‑Thin Layer (AUTL) - a hot mix asphalt surface course laid on a bonding layer at a nominal thickness of 10–20 mm. The standard covers selection of constituent materials and mixture properties for use on roads, airfields and other trafficked areas. It is intended to be read together with EN 13108-20 (Type Testing) and EN 13108-21 (Factory Production Control). Note: the method of bonding and mixes using bitumen emulsion or in‑situ recycling are out of scope.

Key Topics and Requirements

The standard sets out technical areas and tests producers and specifiers need to consider:

• Constituent materials
  • Binder selection and characteristics (paving-grade and special binders).
  • Aggregates: coarse, fine, all‑in and added filler requirements.
  • Reclaimed asphalt (RA) and calculation methods for binder properties when RA is used (Annex A).
  • Additives and their permitted roles.
• Mixture composition and grading
  • Input/output target composition methodology, grading control and minimum binder content concepts.
• Mixture properties and performance
  • Specimen preparation, void content, and water sensitivity testing.
  • Low temperature behaviour and surface friction after polishing.
  • Coating and homogeneity, reaction to fire, and - for airfields - resistance to fuel and de‑icing fluids.
  • Mixing/laying temperature control and requirements.
• Conformity and assessment
  • Factory Production Control (FPC), Type Testing and Assessment and Verification of Constancy of Performance (AVCP).
• Identification and regulatory links
  • Marking, documentation and relationship to Regulation (EU) No 305/2011 (CPR).

Applications and Users

EN 13108-9:2016 is aimed at practitioners involved in thin surface course specifications and supply:

• Highway authorities and pavement engineers specifying surface treatments and overlays.
• Asphalt producers and plant quality managers designing and controlling AUTL mixes.
• Contractors applying ultra‑thin hot mix surfacing on roads, intersections, and airfields.
• Consultants and laboratories performing type testing, FPC and AVCP documentation.

Practical benefits include clear material selection guidance, test methods to verify durability and skid resistance, and harmonized criteria for cross‑border procurement.

Related Standards

• EN 13108-1 to -8 (other asphalt types)
• EN 13108-20 (Type Testing) and EN 13108-21 (Factory Production Control)
• EN 12697 series (test methods), EN 13043 (aggregates), and relevant bitumen standards (EN 12591, EN 14023)

Keywords: EN 13108-9:2016, AUTL, Asphalt for Ultra‑Thin Layer, bituminous mixtures, hot mix asphalt, CEN standard, pavement surface course.

Standards Content (Sample)

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Bitumenske zmesi - Specifikacije materialov - 9. del: Asfalt za ultra tanke plasti (AUTL)Asphaltmischgut - Mischgutanforderungen - Teil 9: Asphaltmischgut für extrem dünne Asphaltbetonschichten (UTLAC)Mélanges bitumineux - Spécifications sur le matériau - Partie 9: Mélange bitumineux pour enrobés ultra-mincesBituminous mixtures - Material specifications - Part 9: Asphalt for Ultra-Thin Layer (AUTL)93.080.20Materiali za gradnjo cestRoad construction materialsICS:Ta slovenski standard je istoveten z:EN 13108-9:2016SIST EN 13108-9:2016en,fr,de01-november-2016SIST EN 13108-9:2016SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 13108-9
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Bituminous mixtures æ Material specifications æ Part
{ã Mélanges bitumineux æ Spécifications pour le matériau æ Partie
{ã Bétons bitumineux pour couches ultraæ Asphaltmischgut æ Mischgutanforderungen æ Teil
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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 andUnited Kingdomä
EUROPEAN COMMITTEE FOR STANDARDIZATION COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre:
Avenue Marnix 17,
B-1000 Brussels
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 {ã t r s x ESIST EN 13108-9:2016

Calculations of the penetration or the softening point of the binder of a mixture when reclaimed asphalt is used . 23 SIST EN 13108-9:2016

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
Asphalt for Ultra-Thin Layer with maximum aggregate size 10 mm, with penetration bitumen 50/70. 4 Requirements for constituent materials 4.1 General Only constituent materials with established suitability shall be used. For all constituent materials the relevant properties shall be made available. The establishment of suitability shall result from one or more of the following: — European Standard; — European Technical Approval; — 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 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 and the multigrade bitumen to EN 13924-2. When natural asphalt is used, it shall conform to EN 13108-4:2016, Annex B. Premix binders that are not covered by EN 12591 or 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. SIST EN 13108-9:2016
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