EN 12697-30:2018

Bituminous mixtures - Test methods - Part 30: Specimen preparation by impact compactor

This document specifies 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 document applies to bituminous mixtures (both those made up in a laboratory and those resulting from work site sampling), with not more than 15 % by mass retained on the 22,4 mm sieve and none on the 31,5 mm sieve.

Asphalt - Prüfverfahren - Teil 30: Probenvorbereitung, Marshall-Verdichtungsgerät

Dieses Dokument legt Verfahren zur Herstellung von Probekörpern aus Asphalt mittels Schlag¬verdichtung fest. 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, verwendet.
Dieses Dokument gilt für Asphalt (sowohl im Labor hergestellten als auch auf der Baustelle entnom¬menen Asphalt) mit einem Siebrückstand von maximal 15 % (Massenanteil) auf einem 22,4 mm Sieb sowie ohne Rückstand auf einem 31,5 mm Sieb.

Mélanges bitumineux - Méthodes d'essai - Partie 30: Confection d'éprouvettes par compacteur à impact

Le présent projet de Norme européenne spécifie des méthodes pour mouler des éprouvettes de mélanges bitumineux au moyen d’un compactage par impact. Ce genre d’éprouvettes est principalement utilisé pour déterminer la masse volumique apparente et d’autres caractéristiques technologiques, par exemple la stabilité Marshall et le fluage selon l’EN 12697-34.
Le présent projet de Norme européenne s’applique aux mélanges bitumineux (à la fois confectionnés en laboratoire et provenant de prélèvements de chantier), présentant un refus inférieur ou égal à 15 % en masse sur le tamis de 22,4 mm et aucun refus sur le tamis de 31,5 mm.

Bitumenske zmesi - Preskusne metode - 30. del: Priprava preskušancev z udarnim zgoščevalnikom

Ta osnutek evropskega standarda določa metode ulivanih preskušancev iz bitumenskih zmesi z udarnim zgoščevanjem. Takšni preskušanci se v glavnem uporabljajo za ugotavljanje prostorninske gostote in drugih tehnoloških lastnosti, npr. stabilnosti po Marshallu in pretočnosti v skladu s standardom EN 12697-34.
Ta osnutek evropskega standarda se uporablja za bitumenske zmesi (za tiste, izdelane v laboratoriju, in za tiste, ki izhajajo iz vzorčenja na delovišču) s 15 % delcev ali manj, ki ostanejo na situ 22,4 mm, in ne vsebujejo delcev, ki ostanejo na situ 31,5 mm.

General Information

• Status: Published
• Publication Date: 18-Dec-2018
• Withdrawal Date: 18-Jun-2019
• ICS: 93.080.20 - Road construction materials
• Technical Committee: CEN/TC 227 - Road materials
• Drafting Committee: CEN/TC 227/WG 1 - Bituminous mixtures
• Current Stage: 9060 - Closure of 2 Year Review Enquiry - Review Enquiry
• Start Date: 03-Jun-2024
• Completion Date: 03-Jun-2024
• Ref Project: SIST EN 12697-30:2019 - Bituminous mixtures - Test methods - Part 30: Specimen preparation by impact compactor

Relations

• Replaces: EN 12697-30:2012 - Bituminous mixtures - Test methods for hot mix asphalt - Part 30: Specimen preparation by impact compactor
• Effective Date: 08-Jun-2022

Standards Content (Sample)

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.]JRãþHYDOQLNRPAsphalt - Prüfverfahren - Teil 30: Probenvorbereitung, Marshall-VerdichtungsgerätMélanges bitumineux - Méthodes d'essai - Partie 30: Confection d'éprouvettes par compacteur à impactBituminous mixtures - Test methods - Part 30: Specimen preparation by impact compactor93.080.20Materiali za gradnjo cestRoad construction materialsICS:Ta slovenski standard je istoveten z:EN 12697-30:2018SIST EN 12697-30:2019en,fr,de01-marec-2019SIST EN 12697-30:2019SLOVENSKI
STANDARDSIST EN 12697-30:20121DGRPHãþD

EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 12697-30
December
t r s z ICS
{ uä r z rä t r Supersedes EN
s t x { yæ u rã t r s tEnglish Version
Bituminous mixtures æ Test methods æ Part
u rã Specimen preparation by impact compactor Mélanges bitumineux æ Méthodes d 5essai æ Partie
u rã Confection d 5éprouvettes par compacteur à impact
Asphalt æ Prüfverfahren æ Teil
u rã Probenvorbereitungá MarshallæVerdichtungsgerät This European Standard was approved by CEN on
{ November
t r s zä
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 Serbiaá 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:
Rue de la Science 23,
B-1040 Brussels
t r s z CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Membersä Refä Noä EN
s t x { yæ u rã t r s z ESIST EN 12697-30:2019

European foreword . 3 1 Scope . 4 2 Normative references . 4 3 Terms and definitions . 4 4 Principle . 4 5 Apparatus . 4 6 Shape and dimensions of the specimens . 16 7 Specimen preparation . 16 8 Procedure. 16 9 Test report . 17 Annex A (informative)
Device for the measurement of the specimens thickness during compaction . 18 Annex B (informative)
Checking procedure for impact compaction devices . 19 B.1 Equipment . 19 B.2 Procedure. 19 B.3 Calculations and definition of impact dynamics: . 19 B.4 Validation . 20 B.5 Proposed process for validation of test equipment impact dynamics: . 20 B.6 Checklist . 21 Bibliography . 22
[8.2] To avoid conflicting requirements with EN 12697-35 all text is deleted and replaced with a general reference to EN 12697-35; — [8.5] New paragraph added with description for the use of different number of blows; —
[8.7] NOTE deleted and inserted as normal text in the new paragraph in [8.5]. A list of all parts in the EN 12697 series can be found on the CEN website. 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, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. SIST EN 12697-30:2019

Key 1 basic apparatus with power-driven lifting gear for the sliding mass and impact counter (shown without shielding) 2 compaction hammer with guide rod for the sliding mass 3 eccentric cam for clamping device 4 mould base with compaction mould attached 5 compaction pedestal 6 feet 7 steel base plate 8 shielding Figure 1 — Diagrammatic sketch of the impact compactor NOTE See Annex A for optional linear variable differential transformer to measure the specimen thickness during compaction. SIST EN 12697-30:2019

Key 1 lifting gear 2 base plate 3 foot Figure 2 — Diagrammatic representation of compaction pedestal, supported on feet SIST EN 12697-30:2019

Key a counter balance Figure 3 — Sliding mass of compaction hammer SIST EN 12697-30:2019

The tolerance on the diameter of the foot of the compaction hammer shall be ± 0,5 mm. Figure 4 — Foot of compaction hammer 5.1.2 Conditions of installation: 5.1.2.1 The impact compactor shall be set up in such a way that the base plate is horizontal. It shall be possible to insert the compaction hammer vertically and centrally into the compaction mould in order to ensure a virtually friction-free fall of the sliding mass along the guide rod. The compactor shall be set up in such a way so that the sliding mass is vertically + 2°. The following safety and inspection requirements shall be applied: 5.1.2.2 During insertion and reversion of the mould cylinder in the compacting machine, the compaction hammer shall be secured in its upper rest position against accidental release. The compaction hammer shall be kept suspended at the top of the guide rod by means of a hoist. NOTE This can be carried out by connecting the hoisting rope either to the clamping device on the eccentric cam or to a lever arrangement that is itself safeguarded against accidental release. Therefore, the compaction mould can only be inserted and removed when the hammer is suspended and securely fastened. 5.1.2.3 Measures shall be taken to prevent access to the danger zone when the lifting gear is in operation. NOTE This can be achieved, for example, by the provision of a moveable shield fitted with an automatic locking device or by arranging for the sound-proof cubicle to be locked automatically when the apparatus is running. 5.1.2.4 Requirements as to noise emission shall be met when operating an impact compactor, e.g. by erecting a soundproof cubicle. SIST EN 12697-30:2019
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