Bituminous mixtures - Test methods for hot mix asphalt - Part 18: Binder drainage

This document describes two test methods:
¾   basket method (see clause 4),
¾   Schellenberg method (see clause 5).
The basket method (see clause 4) describes a method for determining binder drainage of bituminous mixtures. This method directly measures binder drainage, but when carried out on bituminous mixtures with fibres or mixtures whose mortar content is higher than in porous asphalt some clogging of the holes in the drainage baskets can occur, limiting the drainage of the binder. Basket method can be used either for determining the binder drainage for different binder content, or with a single binder content, eliminating the successive repetitions. It also enables the effects of varying fine aggregate types or including any anti-draining additive to be quantified.
The Schellenberg method (see clause 5) describes a method for determining binder drainage of bituminous mixtures. It is applicable to asphalt materials that are not porous asphalt or for those porous asphalt incorporating fibres. It can be used either for determining the binder drainage for different binder content, or with a single binder content, eliminating the successive repetitions. It also enables the effects of varying fine aggregate types or including any anti-draining additive to be quantified.

Asphalt - Prüfverfahren für Heißasphalt - Teil 18: Bestimmung des Ablaufens

Diese Europäische Norm legt ein Verfahren fest, mit dem das Ablaufen des Bitumens von offenporigem Asphalt ermittelt wird. Es gibt keine Restriktion für die Anwendung des Verfahrens.

Mélanges bitumineux - Méthodes d'essai pour mélange hydrocarboné à chaud - Partie 18: Essai d'égouttage du liant

La présente Norme européenne décrit deux méthodes d'essai :
-   méthode au panier (voir article 4) ;
-   méthode Schellenberg(voir article 5).
La méthode au panier (voir article 4) décrit une méthode pour déterminer l'égouttage de liant d'un mélange bitumineux. Cette méthode mesure directement l'égouttage, mais lorsqu'elle est réalisée sur des mélanges bitumineux avec des fibres ou dont la teneur en mortier est plus forte que celle des enrobés drainants, il peut se produire des obstructions dans les trous des paniers, susceptible de limiter l'égouttage de liant. La méthode au panier peut être utilisée soit pour déterminer l'égouttage du liant à différentes teneurs en bitume, soit à une seule teneur en bitume, en se passant des itérations successives. Elle est aussi adaptée pour quantifier les effets de divers types de sables ou les effets d'additifs anti-égouttage.
La méthode Schellenberg (voir article 5) décrit une méthode pour déterminer l'égouttage de liant d'un mélange bitumineux. Elle s'applique à des matériaux enrobés autres que des enrobés drainants, ou aux enrobés drainants qui contiennent des fibres. La méthode peut être utilisée soit pour déterminer l'égouttage du liant à différentes teneurs en bitume, soit à une seule teneur en bitume, en se passant des itérations successives. Elle est aussi adaptée pour quantifier les effets de divers types de sables ou les effets d'additifs anti-égouttage.

Bitumenske zmesi – Preskusne metode za vroče asfaltne zmesi – 18. del Vezivo za odvodnjavanje

General Information

Status
Withdrawn
Publication Date
20-Jul-2004
Withdrawal Date
27-Jun-2017
Current Stage
9960 - Withdrawal effective - Withdrawal
Completion Date
28-Jun-2017

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2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.RGYRGQMDYDQMHAsphalt - Prüfverfahren für Heißasphalt - Teil 18: Bestimmung des AblaufensMélanges bitumineux - Méthodes d'essai pour mélange hydrocarboné a chaud - Partie 18: Essai d'égouttage du liantBituminous mixtures - Test methods for hot mix asphalt - Part 18: Binder drainage93.080.20Materiali za gradnjo cestRoad construction materialsICS:Ta slovenski standard je istoveten z:EN 12697-18:2004SIST EN 12697-18:2005en01-januar-2005SIST EN 12697-18:2005SLOVENSKI
STANDARD
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 12697-18July 2004ICS 93.080.20English versionBituminous mixtures - Test methods for hot mix asphalt - Part18: Binder drainageMélanges bitumineux - Méthodes d'essai pour mélangehydrocarboné à chaud - Partie 18: Essai d'égouttage duliantAsphalt - Prüfverfahren für Heißasphalt - Teil 18:Bestimmung des AblaufensThis European Standard was approved by CEN on 1 April 2004.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the Central Secretariat or to any CEN member.This European Standard exists in three official versions (English, French, German). A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia,Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2004 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 12697-18:2004: ESIST EN 12697-18:2005

1 Scope This document describes two test methods:  basket method (see clause 4),  Schellenberg method (see clause 5). The basket method (see clause 4) describes a method for determining binder drainage of bituminous mixtures. This method directly measures binder drainage, but when carried out on bituminous mixtures with fibres or mixtures whose mortar content is higher than in porous asphalt some clogging of the holes in the drainage baskets can occur, limiting the drainage of the binder. Basket method can be used either for determining the binder drainage for different binder content, or with a single binder content, eliminating the successive repetitions. It also enables the effects of varying fine aggregate types or including any anti-draining additive to be quantified. The Schellenberg method (see clause 5) describes a method for determining binder drainage of bituminous mixtures. It is applicable to asphalt materials that are not porous asphalt or for those porous asphalt incorporating fibres. It can be used either for determining the binder drainage for different binder content, or with a single binder content, eliminating the successive repetitions. It also enables the effects of varying fine aggregate types or including any anti-draining additive to be quantified. 2 Normative references The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies.
EN 12697-27, Bituminous mixtures — Test methods for hot mix asphalt — Part 27: Sampling prEN 12697-35, Bituminous mixtures — Test methods for hot mix asphalt — Part 35: Laboratory mixing ISO 3310-1, Test sieves — Technical requirements and testing — Part 1: Test sieves of metal wire cloth ISO 3310-2, Test sieves - Technical requirements and testing - Part 2: Test sieves of perforated metal plate 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 binder drainage binder, fine particles and additives, if any, separated from the mixture after the mixing process or during transport of the mixture to the site SIST EN 12697-18:2005

4.2 Materials Sufficient aggregates and binder to manufacture at least 4 kg of asphalt material. If more than one binder content is going to be tested, aggregates and binder to manufacture 2,5 kg of asphalt material per each additional binder content shall be provided. The aggregates shall be dried to constant mass and graded in the fractions appropriate to the specified grading. The test can be carried out with samples taken during the factory production control. In that case, sampling shall be in accordance with EN 12697-27. 4.3 Apparatus 4.3.1 Oven with closed ventilation system, vibration free, fitted with thermostatic control to maintain the temperature in the vicinity of the samples to ± 2 °C in the range of 80 °C to 200 °C. 4.3.2 Drainage baskets, constructed from 3,15 mm perforated plate sieves, in accordance with ISO 3310-2, on sides and base to form (100 ± 2) mm cubes, with feet, at each corner of the base, of (3.0 ± 0.5) mm diamete
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