Bituminous mixtures - Material specifications - Part 31: Asphalt Concrete with Bituminous Emulsion

This European Standard specifies requirements for plant mixtures of the mix group Asphalt concrete with bituminous emulsion for use on roads, and other trafficked areas. Asphalt concrete with bituminous emulsion is used for surface courses, binder courses, regulating courses, and bases. It is a mixture in which mechanical properties evolve over time following installation. This is not just in terms of cooling, as other asphalts, but also includes curing effects.
NOTE   Asphalt concrete with bituminous emulsion is a mixture in which mechanical properties evolve over time following installation because of curing.
Mixtures utilizing bituminous emulsion 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:
-   Annex A Product Type Assessment (Normative);
-   Annex B Performance characteristic assessment (Informative);
-   Annex C Factory Production Control (Normative).

Asphaltmischgut - Mischgutanforderungen - Teil 31: Asphaltbeton mit Bitumenemulsion

Dieses Dokument legt Anforderungen an Werksmischungen der Mischgutart Asphaltbeton mit Bitumen-emulsion fest, die für die Verwendung beim Bau von Straßen und sonstigen Verkehrsflächen bestimmt sind. Asphaltbeton mit Bitumenemulsion wird für Deckschichten, Binderschichten, Ausgleichsschichten und Tragschichten verwendet. Asphaltbeton mit Bitumenemulsion ist ein Mischgut, bei dem sich die mechanischen Eigenschaften nach dem Einbau im Laufe der Zeit ändern. Das betrifft nicht nur die Abkühlung, wie bei anderen Asphalten, sondern auch die Reifung.
ANMERKUNG   Asphaltbeton mit Bitumenemulsion ist ein Mischgut, bei dem sich die mechanischen Eigenschaften nach dem Einbau im Laufe der Zeit durch Reifung ändern.
Mischgüter, die Bitumenemulsionen auf der Basis der Wiederverwertung vor Ort enthalten, werden durch dieses Dokument nicht abgedeckt.
Dieses Dokument enthält Anforderungen an die Auswahl der Baustoffe. Es ist anzuwenden in Verbindung mit:
—   Anhang A, Bewertung des Produkttyps (normativ);
—   Anhang B, Werkseigene Produktionskontrolle (normativ);
—   Anhang C, Bewertung der Leistungsmerkmale (informativ).

Mélanges bitumineux - Spécifications pour le matériau - Partie 31 : Enrobés bitumineux à l’émulsion de bitume

Ce document spécifie les exigences relatives aux mélanges appartenant à la famille des enrobés bitumineux à l’émulsion de bitume destinés aux routes et autres zones de circulation. Les enrobés bitumineux à l’émulsion de bitume sont utilisés pour les couches de roulement, de liaison, de reprofilage et d’assises. Il s’agit d’un mélange dans lequel les propriétés mécaniques évoluent dans le temps après la mise en œuvre. Cela n’est pas seulement en termes de refroidissement comme pour les autres enrobés mais inclut aussi des effets de mûrissement.
NOTE Un enrobé bitumineux à l’émulsion de bitume est un mélange dans lequel les propriétés mécaniques évoluent dans le temps après la mise en œuvre du fait du mûrissement.
Les mélanges utilisant des émulsions de bitume obtenus par recyclage en place ne sont pas couverts par ce document.
Ce document comporte des exigences pour la sélection des divers constituants. Il est destiné à être utilisée conjointement avec :
- L’Annexe A Évaluation des types de produit (normative) ;
- L’Annexe B Contrôle de la production en usine (informative) ;
- L’Annexe C Évaluation des caractéristiques de performance (normative).

Bitumenske zmesi - Specifikacije materialov - 31. del: Bitumenski beton z bitumensko emulzijo

Ta evropski standard določa zahteve za skupino proizvodnih zmesi bitumenskih betonov z bitumensko emulzijo za uporabo na cestah in drugih prometnih površinah. Bitumenski beton z bitumensko emulzijo se uporablja za obrabne plasti, vezne plasti, izravnalne plasti in nosilne plasti. Je zmes, katere mehanske lastnosti se razvijejo sčasoma po namestitvi. To ne zajema samo hlajenja, kot pri drugih asfaltih, ampak vključuje tudi učinke strjevanja.
OPOMBA: Bitumenski beton z bitumensko emulzijo je zmes, pri kateri se mehanske lastnosti razvijejo sčasoma po namestitvi zaradi strjevanja.
Zmesi, ki uporabljajo bitumenske emulzije, ki temeljijo na ponovni uporabi materialov na kraju samem, niso zajete v tem standardu.
Ta evropski standard vključuje zahteve za izbiro sestavnih materialov. Zasnovan je tako, da se uporablja skupaj z naslednjim:
– dodatek A: Ocena vrste izdelka (normativni);
– dodatek B: Ocena lastnosti (informativni);
– dodatek C: Kontrola proizvodnje v obratu (normativni).

General Information

Status
Published
Publication Date
24-Sep-2019
Withdrawal Date
30-Mar-2020
Current Stage
6060 - Definitive text made available (DAV) - Publishing
Start Date
25-Sep-2019
Due Date
24-Feb-2020
Completion Date
25-Sep-2019

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Standards Content (Sample)


SLOVENSKI STANDARD
01-december-2019
Bitumenske zmesi - Specifikacije materialov - 31. del: Bitumenski beton z
bitumensko emulzijo
Bituminous mixtures - Material specifications - Part 31: Asphalt Concrete with Bituminous
Emulsion
Asphaltmischgut - Mischgutanforderungen - Teil 31: Emulsionsgebundene
Asphaltbetone
Mélanges bitumineux - Spécifications sur le matériau - Partie 31: Enrobés bitumineux à
l’émulsion de bitume
Ta slovenski standard je istoveten z: EN 13108-31:2019
ICS:
93.080.20 Materiali za gradnjo cest Road construction materials
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

EN 13108-31
EUROPEAN STANDARD
NORME EUROPÉENNE
September 2019
EUROPÄISCHE NORM
ICS 93.080.20
English Version
Bituminous mixtures - Material specifications - Part 31:
Asphalt Concrete with Bituminous Emulsion
Mélanges bitumineux - Spécifications sur le matériau - Asphaltmischgut - Mischgutanforderungen - Teil 31:
Partie 31: Enrobés bitumineux à l'émulsion de bitume Emulsionsgebundene Asphaltbetone
This European Standard was approved by CEN on 5 August 2019.

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-CENELEC 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-CENELEC Management
Centre has the same status as the official versions.

CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia,
Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway,
Poland, Portugal, Republic of North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and
United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION

EUROPÄISCHES KOMITEE FÜR NORMUNG

CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2019 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 13108-31:2019 E
worldwide for CEN national Members.

Contents Page
European foreword . 5
Introduction . 6
1 Scope . 7
2 Normative references . 7
3 Terms, definitions, symbols and abbreviations . 9
3.1 Terms and definitions . 9
3.2 Symbols and abbreviations . 12
4 Requirements for constituent materials . 12
4.1 General . 12
4.2 Binder . 12
4.2.1 General . 12
4.2.2 Selection of binder . 12
4.3 Aggregates . 12
4.3.1 General . 12
4.3.2 Coarse aggregate . 13
4.3.3 Fine aggregate . 13
4.3.4 All-in aggregates . 13
4.3.5 Added filler . 13
4.4 Reclaimed asphalt . 13
4.5 Additives . 13
4.6 Water . 13
5 Requirements for the mixture . 14
5.1 General . 14
5.2 Composition, grading, binder content . 14
5.2.1 Composition . 14
5.2.2 Grading . 14
5.2.3 Minimum binder content . 16
5.3 Properties . 17
5.3.1 Specimens . 17
5.3.2 Void content requirements . 17
5.3.3 Water sensitivity . 19
5.3.4 Indirect Tensile Strength. 20
5.3.5 Compressive strength . 20
5.3.6 Stiffness . 21
5.4 Temperature . 22
5.5 Reaction to fire . 22
5.6 Regulated dangerous substances . 22
5.7 Conflicting requirements . 22
6 Assessment and verification of constancy of performance — AVCP . 22
7 Identification . 23
Annex A (normative) Product Type Assessment . 24
A.1 General . 24
A.2 Validity . 24
A.2.1 Period of validity . 24
A.2.2 Changes in aggregate . 24
A.2.3 Change in bituminous emulsion . 24
A.2.4 Change in Reclaimed Asphalt . 25
A.2.5 Change in additive . 25
A.3 Constituent materials . 25
A.4 Bituminous Emulsion Mixtures . 25
A.4.1 General . 25
A.4.2 Application . 25
A.4.3 Sampling and testing . 26
A.4.4 Composition . 26
A.4.5 Specimen preparation . 26
A.4.5.1 General . 26
A.4.5.2 Laboratory validation . 26
A.4.5.3 Production validation . 26
A.5 Product type assessment Report . 27
A.5.1 General . 27
A.5.2 Constituents . 27
A.5.3 Mix formulation . 27
A.5.4 Temperatures . 27
A.5.5 Test results . 28
A.6 Properties and test methods for constituent materials . 28
A.7 Methods of specimen preparation. 29
A.7.1 General . 29
A.7.2 Compaction energy . 29
A.7.3 Reference density . 29
A.7.4 Compaction degree . 30
A.7.5 Void content . 30
A.7.6 Water sensitivity . 31
A.7.6.1 Water sensitivity according to EN 12697-12:2018, Method A . 31
A.7.6.2 Water sensitivity according to EN 12697-12:2018, Method B .
...

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