EN 12697-30:2004+A1:2007
(Main)Bituminous mixtures - Test methods for hot mix asphalt - Part 30: Specimen preparation by impact compactor
Bituminous mixtures - Test methods for hot mix asphalt - Part 30: Specimen preparation by impact compactor
This European Standard describes methods of moulding specimens from bituminous mixtures by impact compaction. Such specimens are primarily used to determine bulk density and other technological characteristics e.g. Marshall stability and flow according to EN 12697-34.
This European Standard applies to bituminous mixtures (both those made up in a laboratory and those resulting from work site sampling), with an upper aggregate size not larger than 22,4 mm.
Asphalt - Prüfverfahren für Heißasphalt - Teil 30: Probenvorbereitung, Schlagverdichter
Diese Europäische Norm beschreibt Verfahren zum Herstellen von Probekörpern aus Asphalt mittels Schlag¬verdichtung. Diese Probekörper werden hauptsächlich zur Bestimmung der Raumdichte und anderer techno¬logischer Kennwerte, wie z. B. der Marshall-Stabilität und des Marshall-Fließwertes nach EN 12697 34, ver¬wendet.
Diese Europäische Norm gilt für Asphalt (sowohl im Labor hergestellte als auch auf der Baustelle entnom¬mene Proben) mit einer maximalen Korngröße der Gesteinskörnung von nicht mehr als 22,4 mm.
Mélanges bitumineux - Méthodes ďessai pour mélange hydrocarboné à chaud - Partie 30: Confection ď'éprouvettes par compacteur à impact
Le présent document décrit une méthode pour déterminer la perméabilité horizontale et verticale d’éprouvettes cylindriques de mélanges bitumineux. Cette norme s’applique à des carottes prélevées dans la chaussée, des éprouvettes extraites de plaques fabriquées en laboratoire avec une table de compactage telle que l’épaisseur de l’éprouvette ne soit pas moins de 2,5 fois la dimension nominale maximale des granulats du mélange. Il convient que le diamètre nominal des éprouvettes soit de 100 mm ou de 150 mm, si la dimension maximale des granulats dépasse 22 mm, le diamètre nominal doit être de 150 mm.
Bitumenske zmesi - Preskusne metode za vroče asfaltne zmesi - 30. del: Priprava preskušancev z udarnim zgoščevalnikom
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2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Bituminous mixtures - Test methods for hot mix asphalt - Part 30: Specimen preparation by impact compactorAsphalt - Prüfverfahren für Heißasphalt - Teil 30: Probenvorbereitung, SchlagverdichterTa slovenski standard je istoveten z:EN 12697-30:2004+A1:2007SIST EN 12697-30:2004+A1:2007en,fr,de93.080.20Materiali za gradnjo cestRoad construction materialsICS:SLOVENSKI
STANDARDSIST EN 12697-30:2004+A1:200701-november-2007
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 12697-30:2004+A1
July 2007 ICS 93.080.20 Supersedes EN 12697-30:2004English Version
Bituminous mixtures - Test methods for hot mix asphalt - Part 30: Specimen preparation by impact compactor
Mélanges bitumineux - Méthodes dessai pour mélange hydrocarboné à chaud - Partie 30: Confection éprouvettespar compacteur à impact
Asphalt - Prüfverfahren für Heißasphalt - Teil 30: Probenvorbereitung, Marshall-Verdichtungsgerät This European Standard was approved by CEN on 16 April 2004 and includes Amendment 1 approved by CEN on 16 May 2007.
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 such national standards may be obtained on application to the CEN 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 own language and notified to the CEN Management Centre has the same status as the official versions.
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.
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B-1050 Brussels © 2007 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 12697-30:2004+A1:2007: E
Device for the measurement of the specimens thickness during compaction.17 Bibliography.18
1 Scope This European Standard describes methods of moulding specimens from bituminous mixtures by impact compaction. Such specimens are primarily used to determine bulk density and other technological characteristics e.g. Marshall stability and flow according to EN 12697-34. This European Standard applies to bituminous mixtures (both those made up in a laboratory and those resulting from work site sampling), with an upper aggregate size not larger than 22,4 mm. 2 Normative references This European Standard incorporates by dated or undated reference, provisions from other publications. These normative references are cited at the appropriate places in the text, and the publications are listed hereafter. For dated references, subsequent amendments to or revisions of any of these publications apply to this European Standard only when incorporated in it by amendment or revision. For undated references the latest edition of the publication referred to applies (including amendments). EN 12591, Bitumen and bituminous binders – Specifications for paving grade bitumens EN 12697-10, Bituminous mixtures — Test methods for hot mix asphalt — Part 10: Compactability EN 12697-27, Bituminous mixtures — Test methods for hot mix asphalt — Part 27: Sampling !EN 12697-35:2004+A1", Bituminous mixtures — Test methods for hot mix asphalt — Part 35: Laboratory mixing !EN 13924", Bitumen and bituminous binders – Specifications for hard paving grade bitumens !EN 14023", Bitumen and bituminous binders – Framework specification for poloymer modified bitumens 3 Principle To prepare the specimens, tempered asphalt mix, either freshly mixed according to
!EN 12697-35:2004+A1" or sampled on site or plant according to EN 12697-27 is transferred into a specified steel compaction mould. The mixture is then compacted in one of the specified impact compactors by the sliding mass being allowed to fall from a specified height with a specified number of blows within a specified time onto the foot of the hammer, located on top of the asphalt specimen. The specimen is then allowed to cool to room temperature. 4 Apparatus 4.1 Impact compactor with steel anvil 4.1.1 General 4.1.1.1 The impact compactor with steel anvil (see Figure 1), a machine-driven apparatus shall comprise the components listed in 4.1.1.2 to 4.1.1.9. 4.1.1.2 Steel base plate, 15 mm thick and about 600 mm × 610 mm, set horizontally on a firm base. 4.1.1.3 Three feet of equal rigidity in the direction of both compression and shear, fitted with rubber buffers corresponding to the mass of the compaction pedestal.
NOTE The number of blows should be counted and added. 4.1.1.9 Linear variable differential transformer (optional), as described in annex A, for measuring the specimen thickness during compaction for measuring compactibility in accordance with EN 12697-10.
Key 1 Basic apparatus with power-driven lifti
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