Bituminous mixtures - Test methods - Part 53: Cohesion increase by spreadability-meter method

The aim of the test is to determine the cohesion increase of a bituminous mixture in fixed temperature and hygrometry conditions, using a spreadability-meter.
This European Standard specifies a method to measure the spreadability characteristics of asphalt which are able to vary with time. It may be used for the determination of the delay between manufacturing and laying. It is intended to be assistance for mixture design rather than a type test.
This European Standard applies to bituminous mixtures both those made up in laboratory and those resulting from work site sampling, with an upper aggregate size not larger than 31,5 mm. It is not applicable to mastic asphalt.

Asphalt - Prüfverfahren - Teil 53: Beurteilung der Kohäsionszunahme durch Messung der Konsistenz

Bei dieser Prüfung soll die Kohäsionszunahme eines Asphalts bei festgelegter Temperatur und festgelegten hygrometrischen Bedingungen durch ein Ausbreitmaßgerät bestimmt werden.
Diese Europäische Norm legt ein Verfahren zur Messung der Ausbreitungseigenschaften von Asphalt fest, die sich mit der Zeit ändern können. Dieses Verfahren kann für die Bestimmung der Verzögerung zwischen Herstellung und Einbau angewendet werden. Es ist eher als Unterstützung bei der Rezepturentwicklung gedacht, als zur Typprüfung.
Diese Europäische Norm gilt sowohl für Asphalte, die im Labor hergestellt wurden, als auch für Asphalte, die an der Baustelle entnommen wurden, mit einer oberen Korngröße der Gesteinskörnung bis höchstens 31,5 mm. Sie ist nicht für Gussasphalt anwendbar.

Mélanges bitumineux - Méthodes d'essai - Partie 53: Montée en cohésion par la méthode du maniabilimètre

Le présent document spécifie une méthode permettant de mesurer les caractéristiques de maniabilité d’un mélange bitumineux qui sont susceptibles de varier dans le temps. Elle peut être employée pour déterminer le délai entre fabrication et mise en oeuvre. Plus qu’une épreuve de formulation, elle se veut être une aide à la formulation des mélanges.
Le document s’applique aux mélanges bitumineux, ceux confectionnés en laboratoire comme ceux provenant d’un prélèvement sur chantier, ayant une dimension granulaire maximale ne dépassant pas 31,5 mm. Elle ne s’applique pas aux asphaltes coulés routiers.

Bitumenske zmesi - Preskusne metode - 53. del: Povečanje kohezije z metodo merjenja razširjanja

Cilj preskusa je določanje povečanja kohezije bitumenske zmesi pri fiksni temperaturi in vlažnosti z merjenjem razširjanja. Ta evropski standard določa metodo za merjenje lastnosti razširjanja pri asfaltu, ki se lahko spreminjajo skozi čas. Lahko se uporablja za določanje zakasnitve med proizvodnjo in polaganjem. Namenjena je za pomoč pri projektiranju zmesi in ne tipski preskus. Ta evropski standard se uporablja za bitumenske zmesi (za tiste, izdelane v laboratoriju, in za tiste, ki izhajajo iz vzorčenja na delovišču) z velikostjo zgornjega agregata največ 31,5 mm. Ne uporablja se za liti asfalt.

General Information

Status
Published
Public Enquiry End Date
19-Mar-2018
Publication Date
28-Oct-2019
Technical Committee
Current Stage
6060 - National Implementation/Publication (Adopted Project)
Start Date
16-Oct-2019
Due Date
21-Dec-2019
Completion Date
29-Oct-2019

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Standards Content (Sample)

SLOVENSKI STANDARD
SIST EN 12697-53:2019
01-december-2019
Bitumenske zmesi - Preskusne metode - 53. del: Povečanje kohezije z metodo
merjenja razširjanja
Bituminous mixtures - Test methods - Part 53: Cohesion increase by spreadability-meter
method
Asphalt - Prüfverfahren - Teil 53: Beurteilung der Kohäsionszunahme durch Messung
der Konsistenz
Mélanges bitumineux - Méthodes d'essai - Partie 53: Montée en cohésion par la
méthode du maniabilimètre
Ta slovenski standard je istoveten z: EN 12697-53:2019
ICS:
93.080.20 Materiali za gradnjo cest Road construction materials
SIST EN 12697-53:2019 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

---------------------- Page: 1 ----------------------
SIST EN 12697-53:2019

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SIST EN 12697-53:2019


EN 12697-53
EUROPEAN STANDARD

NORME EUROPÉENNE

September 2019
EUROPÄISCHE NORM
ICS 93.080.20
English Version

Bituminous mixtures - Test methods - Part 53: Cohesion
increase by spreadability-meter method
Mélanges bitumineux - Méthodes d'essai - Partie 53 : Asphalt - Prüfverfahren - Teil 53:
Montée en cohésion par la méthode du maniabilimètre Kohäsionszunahmemessung durch
Ausbreitmaßmethode
This European Standard was approved by CEN on 1 July 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 12697-53:2019 E
worldwide for CEN national Members.

---------------------- Page: 3 ----------------------
SIST EN 12697-53:2019
EN 12697-53:2019 (E)
Contents Page
European foreword . 3
1 Scope . 4
2 Normative references . 4
3 Terms and definitions . 4
4 Principle . 4
5 Apparatus . 5
5.1 Moulds . 5
5.2 Spreadability-meter . 6
5.3 Filling shoot . 7
5.4 Steel straightedge for striking off . 8
5.5 Climatic chamber or oven . 8
6 Procedure. 9
6.1 Number of samples to be tested . 9
6.2 Filling the mould and curing . 9
6.3 Shear force measurement . 9
6.4 Expression of the results . 10
7 Precision . 10
8 Test report . 10
Bibliography . 12

2

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SIST EN 12697-53:2019
EN 12697-53:2019 (E)
European foreword
This document (EN 12697-53:2019) 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 2020, and conflicting national standards shall be
withdrawn at the latest by March 2020.
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 in the EN 12697 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.
3

---------------------- Page: 5 ----------------------
SIST EN 12697-53:2019
EN 12697-53:2019 (E)
1 Scope
This document specifies a method to measure the spreadability characteristics of bituminous mixtures
which are able to vary with time. It can be used for the determination of the delay between
manufacturing and laying. It is intended to be assistance for bituminous mixtures design rather than a
type test.
This document applies to bituminous mixtures both those made up in laboratory and those resulting
from work site sampling, with an upper aggregate size not larger than 31,5 mm. It is not applicable to
mastic asphalt.
2 Normative references
There are no normative references in this document.
3 Terms and definitions
No terms and definitions are listed in this document.
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
4 Principle
The aim of the test is to determine the cohesion increase of a bituminous mixture in fixed temperature
and hygrometry conditions, using a spreadability-meter.
The cohesion increase test consists of measuring of the resistance against the shear due to the progress
of a piston in a mould filled with the bituminous mixture to be tested (Figure 1). The cohe
...

SLOVENSKI STANDARD
oSIST prEN 12697-53:2018
01-marec-2018
%LWXPHQVNH]PHVL3UHVNXVQHPHWRGHGHO3RYHþDQMHNRKH]LMH]PHWRGR
PHUMHQMDUD]ãLUMDQMD
Bituminous mixtures - Test methods - Part 53: Cohesion increase by spreadability-meter
method
Asphalt - Prüfverfahren - Teil 53: Beurteilung der Kohäsionszunahme durch Messung der
Konsistenz
Mélanges bitumineux - Méthodes d'essai - Partie 53: Montée en cohésion par la
méthode du maniabilimètre
Ta slovenski standard je istoveten z: prEN 12697-53
ICS:
93.080.20 Materiali za gradnjo cest Road construction materials
oSIST prEN 12697-53:2018 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

---------------------- Page: 1 ----------------------
oSIST prEN 12697-53:2018

---------------------- Page: 2 ----------------------
oSIST prEN 12697-53:2018


DRAFT
EUROPEAN STANDARD
prEN 12697-53
NORME EUROPÉENNE

EUROPÄISCHE NORM

January 2018
ICS 93.080.20
English Version

Bituminous mixtures - Test methods - Part 53: Cohesion
increase by spreadability-meter method
Mélanges bitumineux - Méthodes d'essai - Partie 53: Asphalt - Prüfverfahren - Teil 53: Beurteilung der
Montée en cohésion par la méthode du maniabilimètre Kohäsionszunahme durch Messung der Konsistenz
This draft European Standard is submitted to CEN members for enquiry. It has been drawn up by the Technical Committee
CEN/TC 227.

If this draft becomes a European Standard, 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.

This draft European Standard was established by CEN 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, 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 United Kingdom.

Recipients of this draft are invited to submit, with their comments, notification of any relevant patent rights of which they are
aware and to provide supporting documentation.

Warning : This document is not a European Standard. It is distributed for review and comments. It is subject to change without
notice and shall not be referred to as a European Standard.


EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION

EUROPÄISCHES KOMITEE FÜR NORMUNG

CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2018 CEN All rights of exploitation in any form and by any means reserved Ref. No. prEN 12697-53:2018 E
worldwide for CEN national Members.

---------------------- Page: 3 ----------------------
oSIST prEN 12697-53:2018
prEN 12697-53:2018 (E)
Contents Page
European foreword . 3
1 Scope . 4
2 Normative references . 4
3 Terms and definitions . 4
4 Principle . 4
5 Apparatus . 5
5.1 Moulds . 5
5.1.1 General . 5
5.1.2 Large size moulds . 5
5.1.3 Small size moulds . 5
5.2 Spreadability-meter . 5
5.3 Filling shoot . 7
5.4 Steel straightedge for striking off . 7
5.5 Climatic chamber or oven . 7
6 Procedure. 8
6.1 Number of samples to be tested . 8
6.2 Filling the mould and curing . 8
6.2.1 General . 8
6.2.2 Direct filling . 8
6.2.3 Filling using a filling shoot and a discharge box . 8
6.2.4 Striking off and curing the mixture . 8
6.3 Shear force measurement . 8
6.4 Expression of the results . 9
7 Precision . 9
8 Test report . 9
Bibliography . 11

2

---------------------- Page: 4 ----------------------
oSIST prEN 12697-53:2018
prEN 12697-53:2018 (E)
European foreword
This document (prEN 12697-53:2018) has been prepared by Technical Committee CEN/TC 227 “Road
materials”, the secretariat of which is held by DIN.
This document is currently submitted to the CEN Enquiry.
A list of all parts in the EN 12697 series can be found on the CEN website.
3

---------------------- Page: 5 ----------------------
oSIST prEN 12697-53:2018
prEN 12697-53:2018 (E)
1 Scope
The aim of the test is to determine the cohesion increase of a bituminous mixture in fixed temperature
and hygrometry conditions, using a spreadability-meter.
This European Standard specifies a method to measure the spreadability characteristics of asphalt
which are able to vary with time. It may be used for the determination of the delay between
manufacturing and laying. It is intended to be assistance for mixture design rather than a type test.
This European Standard applies to bituminous mixtures both those made up in laboratory and those
resulting from work site sampling, with an upper aggregate size not larger than 31,5 mm. It is not
applicable to mastic asphalt.
2 Normative references
There are no normative references in this document.
3 Terms and definitions
No terms and
...

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