Bituminous mixtures - Test methods for hot mix asphalt - Part 25: Cyclic compression test

This document describes two test methods (A and B) for determining the resistance of bituminous mixtures to permanent deformation.
Test method A describes the method for determining the creep characteristics of bituminous mixtures by means of an uniaxial cyclic compression test with some confinement present. In this test a cylindrical specimen is subjected to a cyclic axial stress. To achieve a certain confinement, the diameter of the loading platen is taken smaller than that of the sample.
NOTE   Confinement of the sample is necessary to predict realistic rutting behaviour, especially for gap-graded mixes with a large stone fraction.
Test method B describes the method for determining the creep characteristics of bituminous mixtures by means of the triaxial cyclic compression test. In this test a cylindrical specimen is subjected to a confining stress and a cyclic axial stress. This test is most often used for the purpose of evaluation and development of new types of mixtures.
This document applies to specimens prepared in the laboratory or cored from the road. The maximum size of the aggregates is 32 mm.
This European Standard applies to specimens prepared in the laboratory or cored from the road. The maximum size of the aggregates is 32 mm.

Asphalt - Prüfverfahren für Heißasphalt - Teil 25: Druckschwellversuch

Diese Europäische Norm beschreibt zwei Prüfverfahren (A und B) zur Bestimmung der Beständigkeit von
Asphalt gegen bleibende Verformung.
Das Prüfverfahren A beschreibt das Verfahren zur Bestimmung der Kriecheigenschaften von Asphalt mit Hilfe
eines einaxialen Druckschwellversuchs mit begrenzter Behinderung der Querdehnung. Bei dieser Prüfung
wird ein zylindrischer Probekörper einer zyklischen Axialbelastung ausgesetzt. Um eine bestimmte Behinde-
rung der Querdehnung zu erreichen, wird für die Lastplatte ein Durchmesser gewählt, der kleiner ist als der
des Probekörpers.
ANMERKUNG Die Behinderung der Querdehnung des Probekörpers ist erforderlich, um das tatsächliche Spurrinnen-
bildungsverhalten, besonders für Mischgüter mit Ausfallkörnung mit einem großen Splitt-Anteil, vorherzusagen.
Das Prüfverfahren B beschreibt das Verfahren zur Bestimmung der Kriecheigenschaften von Asphalt mit Hilfe
des triaxialen Druckschwellversuchs. Bei dieser Prüfung wird ein zylindrischer Probekörper einem Druck zur
Behinderung der Querdehnung (Stützdruck) und einer zyklischen Axialbelastung ausgesetzt. Die Prüfung wird
für die Bewertung und die Entwicklung neuer Arten von Mischgütern verwendet.
Diese Europäische Norm gilt für Probekörper, die entweder im Labor hergestellt oder durch
Bohrkernentnahme aus der Straße gewonnen wurden. Die maximale Korngröße beträgt 32 mm.

Mélanges bitumineux - Méthodes d'essai pour mélange hydrocarboné a chaud - Partie 25 : Essai de compression cyclique

La présente Norme européenne décrit deux méthodes d'essai (A et B) destinées à déterminer la résistance à la déformation permanente de mélanges bitumineux.
La méthode d'essai A décrit le mode opératoire pour déterminer les caractéristiques de fluage de mélanges bitumineux au moyen d'un essai de compression cyclique uniaxial sous un certain confinement. Lors de cet essai, une éprouvette cylindrique est soumise à une contrainte axiale cyclique. Pour obtenir un certain confinement, le diamètre du piston de chargement est pris inférieur à celui de l'éprouvette.
NOTE   Le confinement de l'éprouvette est nécessaire pour prévoir un comportement à l'orniérage réaliste, en particulier pour les mélanges à granulométrie discontinue avec une fraction importante de gravillons.
La méthode d'essai B décrit le mode opératoire pour déterminer les caractéristiques de fluage de mélanges bitumineux au moyen d'un essai de compression cyclique triaxial. Lors de cet essai, une éprouvette cylindrique est soumise à une contrainte de confinement et à une contrainte axiale cyclique. Cet essai est le plus souvent utilisé dans le but d'évaluer et de développer de nouveaux types de mélanges.
La présente Norme européenne s'applique aux éprouvettes préparées en laboratoire ou extraites de la chaussée. La dimension maximale des granulats est de 32 mm.

Bitumenske zmesi – Preskusne metode za vroče asfaltne zmesi – 25. del: Ciklični tlačni preskus

General Information

Status
Withdrawn
Publication Date
30-Jun-2005
Withdrawal Date
18-Oct-2016
Technical Committee
Current Stage
9900 - Withdrawal (Adopted Project)
Start Date
19-Oct-2016
Due Date
11-Nov-2016
Completion Date
19-Oct-2016

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SLOVENSKI STANDARD
01-julij-2005
%LWXPHQVNH]PHVL±3UHVNXVQHPHWRGH]DYURþHDVIDOWQH]PHVL±GHO&LNOLþQL
WODþQLSUHVNXV
Bituminous mixtures - Test methods for hot mix asphalt - Part 25: Cyclic compression
test
Asphalt - Prüfverfahren für Heißasphalt - Teil 25: Druckschwellversuch
Mélanges bitumineux - Méthodes d'essai pour mélange hydrocarboné a chaud - Partie
25 : Essai de compression cyclique
Ta slovenski standard je istoveten z: EN 12697-25:2005
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.

EUROPEAN STANDARD
EN 12697-25
NORME EUROPÉENNE
EUROPÄISCHE NORM
April 2005
ICS 93.080.20
English version
Bituminous mixtures - Test methods for hot mix asphalt - Part
25: Cyclic compression test
Mélanges bitumineux - Méthodes d'essai pour mélange Asphalt - Prüfverfahren für Heißasphalt - Teil 25:
hydrocarboné à chaud - Partie 25 : Essai cyclique de Druckschwellversuch
compression
This European Standard was approved by CEN on 15 March 2005.
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 Central Secretariat 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 Central Secretariat has the same status as the official
versions.
CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,
Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia,
Slovenia, Spain, Sweden, Switzerland and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre: rue de Stassart, 36  B-1050 Brussels
© 2005 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 12697-25:2005: E
worldwide for CEN national Members.

Contents page
Foreword .3
Introduction.6
1 Scope .7
2 Normative references .7
3 Terms and definitions.7
4 Test method A — Uniaxial cyclic compression test with confinement.9
4.1 Principle.9
4.2 Apparatus .10
4.3 Specimen preparation .13
4.4 Conditioning.14
4.5 Test procedure .14
4.6 Calculation and expression of results.15
4.7 Test report .16

4.8 Precision.16
5 Test method B — Triaxial cyclic compression test.17
5.1 Principle.17
5.2 Apparatus .19
5.3 Specimen preparation .22
5.4 Conditioning.23
5.5 Test procedure .24
5.6 Calculation and expression of results.25
5.7 Test report .27
5.8 Precision.28
Bibliography.29

Foreword
This document (EN 12697-25:2005) has been prepared by Technical Committee CEN/TC 227 “Road
materials”, the secretariat of which is held by DIN.
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 October 2005, and conflicting national standards shall be withdrawn at
the latest by October 2005.
This European Standard is one of a series of standards as listed below:
EN 12697-1, Bituminous mixtures — Test methods for hot mix asphalt — Part 1: Soluble binder content.
EN 12697-2, Bituminous mixtures - Test method for hot mix asphalt - Part 2: Determination of particle size
distribution.
EN 12697-3, Bituminous mixtures - Test methods for hot mix asphalt - Part 3: Bitumen recovery: Rotary
evaporator.
EN 12697-4, Bituminous mixtures - Test methods for hot mix asphalt - Part 4: Bitumen recovery: Fractionating
column.
EN 12697-5, Bituminous mixtures — Test methods for hot mix asphalt — 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 12697-7, Bituminous mixtures — Test methods for hot mix asphalt — Part 7: Determination of bulk density
of bituminous specimens by gamma rays.
EN 12697-8, Bituminous mixtures - Test methods for hot mix asphalt - Part 8: Determination of void
characteristics of bituminous specimens.
EN 12697-9, Bituminous mixtures — Test methods for hot mix asphalt — Part 9: Determination of the
reference density.
EN 12697-10, Bituminous mixtures — Test methods for hot mix asphalt — Part 10: Compactability.
EN 12697-11, Bituminous mixtures - Test methods for hot mix asphalt - Part 11: Determination of the affinity
between aggregate and bitumen.
EN 12697-12, Bituminous mixtures - Test methods for hot mix asphalt - Part 12: Determination of the water
sensitivity of bituminous specimens.
EN 12697-13, Bituminous mixtures — Test methods for hot mix asphalt — Part 13: Temperature
measurement.
EN 12697-14, Bituminous mixtures — Test methods for hot mix asphalt — Part 14: Water content.
EN 12697-15, Bituminous mixtures - Test methods for hot mix asphalt - Part 15: Determination of the
segregation sensitivity.
EN 12697-16, Bituminous mixtures — Test methods for hot mix asphalt — Part 16: Abrasion by studded tyres.
EN 12697-17, Bituminous mixtures - Test methods for hot mix asphalt - Part 17: Particle loss of porous
asphalt specimen.
EN 12697-18, Bituminous mixtures — Test methods for hot mix asphalt — Part 18: Binder drainage.
EN 12697-19, Bituminous mixtures — Test methods for hot mix asphalt — Part 19: Permeability of specimen.
EN 12697-20, Bituminous mixtures — Test methods for hot mix asphalt — Part 20: Indentation using cube or
Marshall specimens.
EN 12697-21, Bituminous mixtures — Test methods for hot mix asphalt — Part 21: Indentation using plate
specimens.
EN 12697-22, Bituminous mixtures — Test methods for hot mix asphalt — Part 22: Wheel tracking.
EN 12697-23, Bituminous mixtures - Test methods for hot mix asphalt - Part 23: Determination of the indirect
tensile strength of bituminous specimens.
EN 12697-24, Bituminous mixtures — Test methods for hot mix asphalt — Part 24: Resistance to fatigue.
EN 12697-25, Bituminous mixtures — Test methods for hot mix asphalt — Part 25: Cyclic compression test.
EN 12697-26, Bituminous mixtures — Test methods for hot mix asphalt — Part 26: Stiffness.
EN 12697-27, Bituminous mixtures — Test methods for hot mix asphalt — 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 methods for hot mix asphalt — Part 29: Determination of the
dimensions of a bituminous specimen.
EN 12697-30, Bituminous mixtures - Test methods for hot mix asphalt - Part 30: Specimen preparation by
impact compactor.
EN 12697-31, Bituminous mixtures - Test methods for hot mix asphalt - Part 31: Specimen preparation by
gyratory compactor.
EN 12697-32, Bituminous mixtures — Test methods for hot mix asphalt — Part 32: Laboratory compaction of
bituminous mixtures by vibratory compactor.
EN 12697-33, Bituminous mixtures - Test methods for hot mix asphalt - Part 33: Specimen prepared by roller
compactor.
EN 12697-34, Bituminous mixtures — Test methods for hot mix asphalt — Part 34: Marshall test.
EN 12697-35, Bituminous mixtures — Test methods for hot mix asphalt — Part 35: Laboratory mixing.
EN 12697-36, Bituminous mixtures - Test methods for hot mix asphalt - Part 36: Determination of the
thickness of a bituminous pavement.
EN 12697-37, Bituminous mixtures - Test methods for hot mix asphalt - Part 37: Hot sand test for the
adhesivity of binder on precoated chippings for HRA.
EN 12697-38, Bituminous mixtures — Test methods for hot mix asphalt — Part 38: Common equipment and
calibration.
EN 12697-39, Bituminous mixtures — Test methods for hot mix asphalt — Part 39: Binder content by ignition.
prEN 12697-40, Bituminous mixtures — Test methods for hot mix asphalt — Part 40: In-situ drainability.
prEN 12697-41, Bituminous mixtures — Test methods for hot mix asphalt — Part 41: Resistance to de-icing
fluids.
prEN 12697-42, Bituminous mixtures — Test methods for hot mix asphalt — Part 42: Amount of foreign
matters in reclaimed asphalt.
prEN 12697-43, Bituminous mixtures — Test methods for hot mix asphalt — Part 43: Resistance to fuel.
No existing European Standard is superseded.
According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following
countries are bound to implement this European Standard: Austria, Belgium, Cyprus, Czech Republic,
Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania,
Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia, Slovenia, Spain, Sweden, Switzerland
and United Kingdom.
Introduction
This European Standard contains two test methods to determine the resistance to permanent deformation of a
bituminous mixture by cyclic compression tests with confinement. The tests make it possible to rank various
mixes or to check on the acceptability of a given mix. They do not allow making a quantitative prediction of
rutting in the field to be made. The choice for confinement was made in order to obtain realistic test results for
gap-graded mixes.
1 Scope
This European Standard describes two test methods (A and B) for determining the resistance of bituminous
mixtures to permanent deformation.
Test method A describes the method for determining the creep characteristics of bituminous mixtures by
means of an uniaxial cyclic compression test with some confinement present. In this test a cylindrical
specimen is subjected to a cyclic axial stress. To achieve a certain confinement, the diameter of the loading
platen is taken smaller than that of the sample.
NOTE 1 Confinement of the sample is necessary to predict realistic rutting behaviour, especially for gap-graded mixes with a large
stone fraction.
Test method B describes the method for determining the creep characteristics of bituminous mixtures by
means of the triaxial cyclic compression test. In this test a cylindrical specimen is subjected to a confining
stress and a cyclic axial stress. This test is most often used for the purpose of evaluation and development of
new types of mixtures.
This European Standard applies to specimens prepared in the laboratory or cored from the road. The
maximum size of the aggregates is 32 mm.
NOTE 2 For purposes of compliance with EN 13108, the test conditions are given in prEN 13108-20.
2 Normative references
The following referenced documents are indispensable for the application 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 12697-6, Bituminous mixtures - Test m
...

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