SIST EN 13108-31:2019
(Main)Bituminous mixtures - Material specifications - Part 31: Asphalt Concrete with Bituminous Emulsion
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: Emulsionsgebundene Asphaltbetone
Diese Europäische Norm legt Anforderungen an Werksmischungen der Mischgutart Asphaltbeton mit Bitumenemulsion 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 diese Norm nicht abgedeckt.
Diese Europäische Norm enthält Anforderungen an die Auswahl der Baustoffe. Sie ist anzuwenden in Verbindung mit:
- Anhang A Bewertung des Produkttyps (normativ);
- Anhang B Bewertung der Leistungsmerkmale (informativ);
Anhang C Werkseigene Produktionskontrolle (normativ).
Mélanges bitumineux - Spécifications sur 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
Standards Content (Sample)
SLOVENSKI STANDARD
SIST EN 13108-31:2019
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
SIST EN 13108-31:2019 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
---------------------- Page: 1 ----------------------
SIST EN 13108-31:2019
---------------------- Page: 2 ----------------------
SIST EN 13108-31:2019
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.
---------------------- Page: 3 ----------------------
SIST EN 13108-31:2019
EN 13108-31:2019 (E)
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
2
---------------------- Page: 4 ----------------------
SIST EN 13108-31:2019
EN 13108-31:2019 (E)
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 . 32
A.8 Test procedures and conditions . 33
A.8.1 General . 33
A.8.2 Stiffness . 33
A.9 Special requirements for airfields . 34
3
---------------------- Page: 5 ----------------------
SIST EN 13108-31:2019
EN 13108-31:2019 (E)
Annex B (normative) Factory Production Control . 35
B.1 General . 35
B.2 Testing, tolerances and conformity assessment . 35
Annex C (informative) Performance characteristic assessment . 37
C.1 General . 37
C.2 Resistance to permanent deformation . 37
C.2.1 Wheel-tracking test . 37
C.3 Fracture toughness . 40
C.4 Spreadability . 41
C.5 Coating and homogeneity . 41
Bibliography . 42
4
---------------------- Page: 6 ----------------------
SIST EN 13108-31:2019
EN 13108-31:2019 (E)
European foreword
This document (EN 13108-31:2019) has been prepared by Technical Committee CEN/TC 227 “Road
materials”, the secretariat of which is held by BSI.
This European Standard shall be given the status of a national standard, either by publication of an
identical text or by endorsement, at the latest by March 2019, and conflicting national standards shall
be withdrawn at the latest by March 2019.
Attention is drawn to the possibility that some of the elements of this document may be the subject of
patent rights. CEN shall not be held responsible for identifying any or all such patent rights.
A list of all parts of the EN 13108 series can be found on the CEN website.
According to the CEN-CENELEC Internal Regulations, the national standards organisations of the
following countries are bound to implement this European Standard: 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 the
United Kingdom.
5
---------------------- Page: 7 ----------------------
SIST EN 13108-31:2019
EN 13108-31:2019 (E)
Introduction
The aim of this document is to enable specification of asphalt concrete mixtures with bituminous
emulsion on a performance basis. In general, however, there are currently more empirical tests
available to describe the mixtures.
This document covers a large variety of materials for different applications, traffic and climate
conditions. The standard gives properties and listings of possible categories. It has to accommodate the
road industry for all of Europe. For this reason, the menu approach for properties has been chosen. The
tables represent categories that are required all over Europe. For this reason, numerical values in tables
do not always obey statistical rules. Based on conditions of use, specific properties and categories may
be defined, in documents related to the application of the product. The categories defined in those
documents take into account the reproducibility of the test when this is given in the appropriate test
method.
Care is to be taken to only select those tests which are applicable to the application of the asphalt and
the use of the pavement and to avoid a combination of potentially conflicting requirements.
6
---------------------- Page: 8 ----------------------
SIST EN 13108-31:2019
EN 13108-31:2019 (E)
1 Scope
This document 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 document.
This document 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 Factory Production Control (Normative);
— Annex C Performance characteristic assessment (Informative).
2 Normative references
The following documents are referred to in the text in such a way that some or all of their content
constitutes requirements 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 932-3, Tests for general properties of aggregates — Part 3: Procedure and terminology for simplified
petrographic description
EN 933-1, Tests for geometrical properties of aggregates — Part 1: Determination of particle size
distribution — Sieving method
EN 933-10, Tests for geometrical properties of aggregates — Part 10: Assessment of fines — Grading of
filler aggregates (air jet sieving)
EN 1008, Mixing water for concrete — Specification for sampling, testing and assessing the suitability of
water, including water recovered from processes in the concrete industry, as mixing water for concrete
EN 1097-6:2013, Tests for mechanical and physical properties of aggregates — Part 6: Determination of
particle density and water absorption
EN 1097-7, Tests for mechanical and physical properties of aggregates — Part 7: Determination of the
particle density of filler — Pyknometer method
EN 1426, Bitumen and bituminous binders — Determination of needle penetration
EN 1427, Bitumen and bituminous binders — Determination of the softening point — Ring and Ball
method
EN 1428, Bitumen and bituminous binders — Determination of water content in bituminous emulsions —
Azeotropic distillation method
7
---------------------- Page: 9 ----------------------
SIST EN 13108-31:2019
EN 13108-31:2019 (E)
EN 1431, Bitumen and bituminous binders — Determination of residual binder and oil distillate from
bitumen emulsions by distillation
EN 12595, Bitumen and bituminous binders — Determination of kinematic viscosity
EN 12596, Bitumen and bituminous binders — Determination of dynamic viscosity by vacuum capillary
EN 12697-1, Bituminous mixtures — Test methods for hot mix asphalt — Part 1: Soluble binder content
EN 12697-2, Bituminous mixtures — Test methods — Part 2: Determination of particle size distribution
EN 12697-3, Bituminous mixtures — Test methods — Part 3: Bitumen recovery: Rotary evaporator
EN 12697-4, Bituminous mixtures — Test methods — Part 4: Bitumen recovery: Fractionating column
EN 12697-5, Bituminous mixtures — Test methods— Part 5: Determination of the maximum density
EN 12697-6, Bituminous mixtures — Test methods for hot mix asphalt — Part 6: Determination of bulk
density of bituminous specimens
EN 12697-8, Bituminous mixtures — Test methods — Part 8: Determination of void characteristics of
bituminous specimens
EN 12697-12, Bituminous mixtures — Test methods— Part 12: Determination of the water sensitivity of
bituminous specimens
EN 12697-22, Bituminous mixtures — Test methods for hot mix asphalt — Part 22: Wheel tracking
EN 12697-23, Bituminous mixtures — Test methods— Part 23: Determination of the indirect tensile
strength of bituminous specimens
EN 12697-26, Bituminous mixtures — Test methods— Part 26: Stiffness
EN 12697-27, Bituminous mixtures — Test methods — Part 27: Sampling
EN 12697-28, Bituminous mixtures — Test methods for hot mix asphalt — Part 28: Preparation of
samples for determining binder content, water content and grading
EN 12697-29, Bituminous mixtures — Test method for hot mix asphalt — Part 29: Determination of the
dimensions of a bituminous specimen
EN 12697-31, Bituminous mixtures — Test methods — Part 31: Specimen preparation by gyratory
compactor
EN 12697-32, Bituminous mixtures — Test methods — Part 32: Specimen preparation by vibratory
compactor
EN 12697-33, Bituminous mixtures — Test method — Part 33: Specimen prepared by roller compactor
EN 12697-35, Bituminous mixtures — Test methods — Part 35: Laboratory mixing
EN 12697-44, Bituminous mixtures — Test methods — Part 44: Crack propagation by semi-circular
bending test
8
---------------------- Page: 10 ----------------------
SIST EN 13108-31:2019
EN 13108-31:2019 (E)
EN 12697-53, Bituminous mixtures — Test methods — Part 53: Cohesion increase by spreadability-meter
method
EN 12697-54, Bituminous mixtures — Test methods — Part 54: Curing of specimen for test of mixtures
with bitumen emulsion
EN 12697-55, Bituminous mixtures — Test methods — Part 55: Organoleptic assessment of mixtures with
bitumen emulsion
EN 12697-56, Bituminous mixtures — Test methods — Part 56: Specimen preparation by static
compaction
EN 13043, Aggregates for bituminous mixtures and surface treatments for roads, airfields and other
trafficked areas
EN 13075-1, Bitumen and bituminous binders — Determination of breaking behaviour — Part 1:
Determination of breaking value of cationic bituminous emulsions, mineral filler method
EN 13075-2, Bitumen and bituminous binders — Determination of breaking behaviour — Part 2:
Determination of fines mixing time of cationic bituminous emulsions
EN 13108-8, Bituminous mixtures — Material specifications — Part 8: Reclaimed asphalt
EN 13501-1, Fire classification of construction products and building elements — Part 1: Classification
using data from reaction to fire tests
EN 13808, Bitumen and bituminous binders — Framework for specifying cationic bituminous emulsions
EN ISO 11925-2, Reaction to fire tests — Ignitability of products subjected to direct impingement of
flame — Part 2: Single-flame source test (ISO 11925-2)
3 Terms, definitions, symbols and abbreviations
3.1 Terms and definitions
For the purposes of this document, the following terms and definitions apply.
ISO and IEC maintain terminological databases for use in standardization at the following addresses:
— IEC Electropedia: available at http://www.electropedia.org/
— ISO Online browsing platform: available at http://www.iso.org/obp
3.1.1
pavement
structure, composed of one or more courses, to assist the passage of traffic over terrain
3.1.2
layer
element of a pavement laid in a single operation
3.1.3
course
element of a pavement constructed with a single asphalt mixture which may be laid in one or more
layers
9
---------------------- Page: 11 ----------------------
SIST EN 13108-31:2019
EN 13108-31:2019 (E)
3.1.4
surface course
upper course of the pavement, which is in contact with the traffic
3.1.5
binder course
structural course of the pavement between the surface course and the base
3.1.6
regulating course
course of variable thickness applied to an existing course or surface to provide the necessary profile for
a further course of consistent thickness
3.1.7
base
main structural element of a pavement, which may be laid in one or more courses, described as “upper”
base “lower” base
3.1.8
asphalt
homogenous mixture typically of coarse and fine aggregates, filler aggregate and bituminous binder
which is used in the construction of a pavement
Note 1 to entry: The asphalt may include one or more additives to enhance the laying characteristics,
performance or appearance of the mixture.
3.1.9
asphalt concrete with bituminous emulsion
asphalt in which the aggregate particles are continuously graded or gap-graded to form an interlocking
structure in which all or part of the binder is added in the form of a bituminous emulsion
3.1.10
curing
process whereby mechanical properties of the bituminous mixture with emulsion evolve over time
Note 1 to entry: Depending on the emulsion, the aggregate, the type of mixture, the temperature of application,
the thickness, the local condition, climate, rain, frost, drainage of water etc., the curing takes place over few days
and few years.
3.1.11
mix formulation
composition of a single mixture expressed as a target composition
Note 1 to entry: A target composition is expressed in two ways (see 3.1.12 and 3.1.13).
10
---------------------- Page: 12 ----------------------
SIST EN 13108-31:2019
EN 13108-31:2019 (E)
3.1.12
input target composition
expression of the mix formulation in terms of the constituent materials, the grading curve and the
percentage of bitumen emulsion added to the mixture
Note 1 to entry: This will usually be the result of a laboratory mix design and validation.
3.1.13
output target composition
expression of the mix formulation in terms of the constituent materials and the mid point grading and
soluble binder content to be found on analysis
Note 1 to entry: This will usually be the result of a production validation.
3.1.14
additive
constituent material that can be added in small quantities to influence specific properties of the mixture
Note 1 to entry: For example, additives are used to influence the affinity of binder to aggregate, and the
...
Questions, Comments and Discussion
Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.