Slurry surfacing - Test methods - Part 7: Shaking abrasion test

This document specifies a test method for determining the suitability of aggregates and cationic emulsions for slurry surfacings and, where appropriate, the effect of individual additives.
This document applies to slurry surfacings.
NOTE 1   The procedure uses a standard mixture but the method may also be used to assess the effect of variations in the grading and binder content but this use is not part of the standard.
NOTE 2   Additives affecting the breaking behaviour may also be tested under standardised conditions. The test may also be used to study the effect of a particular type of bitumen or emulsifier.

Dünne Asphaltschichten in Kaltbauweise - Prüfverfahren - Teil 7: Schüttel-Abriebprüfung

Dieses Dokument legt ein Prüfverfahren zur Bestimmung der Eignung von Gesteinskörnungen und
kationischen Emulsionen für Dünne Asphaltschichten in Kaltbauweise sowie, sofern angemessen, der
Auswirkungen einzelner Zusätze fest.
Dieses Dokument gilt für Dünne Asphaltschichten in Kaltbauweise.
ANMERKUNG 1 Bei diesem Verfahren wird eine standardisierte Mischzusammensetzung eingesetzt. Das Verfahren
kann auch angewendet werden, um die Auswirkungen von Änderungen der Korngrößenverteilung und des
Bindemittelgehaltes zu beurteilen, jedoch ist diese Anwendung nicht Teil der vorliegenden Norm.
ANMERKUNG 2 Zusätze, die das Brechverhalten beeinflussen, können unter genormten Bedingungen ebenfalls
geprüft werden. Die Prüfung kann auch angewendet werden, um die Auswirkungen einer bestimmten Art von Bitumen
oder Emulgator zu untersuchen.

Matériaux bitumineux coulés a froid - Méthodes d'essai - Partie 7 : Essai d'abrasion par agitation

Ce document spécifie une méthode d?essai de détermination de l?adéquation des granulats avec les
émulsions cationiques pour enrobés coulés a froid et, le cas échéant, l?effet des additifs.
Ce document s?applique aux enrobés coulés a froid.
NOTE 1 Le mode opératoire utilise un mélange standard mais la méthode peut aussi etre appliquée pour étudier l?effet
des variations de courbes granulométriques ou de teneur en liant, mais ce n?est pas le propos de la présente norme.
NOTE 2 Les additifs affectant le comportement a la rupture peuvent aussi etre utilisés sous les conditions normalisées.
L?essai peut aussi etre utilisé pour étudier l?effet d?un type particulier de bitume ou d?émulsifiant.

Obnovitev površine z emulzijo – 7. del: Preskus obrabe s tresenjem

General Information

Status
Published
Publication Date
30-Jun-2005
Technical Committee
Current Stage
6060 - National Implementation/Publication (Adopted Project)
Start Date
01-Jul-2005
Due Date
01-Jul-2005
Completion Date
01-Jul-2005

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SLOVENSKI STANDARD
SIST EN 12274-7:2005
01-julij-2005
Obnovitev površine z emulzijo – 7. del: Preskus obrabe s tresenjem
Slurry surfacing - Test methods - Part 7: Shaking abrasion test
Dünne Asphaltschichten in Kaltbauweise - Prüfverfahren - Teil 7: Schüttel-Abriebprüfung
Matériaux bitumineux coulés a froid - Méthodes d'essai - Partie 7 : Essai d'abrasion par
agitation
Ta slovenski standard je istoveten z: EN 12274-7:2005
ICS:
93.080.20 Materiali za gradnjo cest Road construction materials
SIST EN 12274-7:2005 en
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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SIST EN 12274-7:2005

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SIST EN 12274-7:2005
EUROPEAN STANDARD
EN 12274-7
NORME EUROPÉENNE
EUROPÄISCHE NORM
May 2005
ICS 93.080.20
English version
Slurry surfacing - Part 7: Shaking abrasion test
Matériaux bitumineux coulés à froid - Partie 7 : Essai Dünne Asphaltschichten in Kaltbauweise - Teil 7: Schüttel-
d'abrasion par agitation Abriebprüfung
This European Standard was approved by CEN on 17 April 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 12274-7:2005: E
worldwide for CEN national Members.

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SIST EN 12274-7:2005
EN 12274-7:2005 (E)
Contents Page
Foreword .3
1 Scope .4
2 Normative references .4
3 Principle.4
4 Materials and equipment .4
5 Preparation for the test.8
5.1 Preparation of specimens .8
5.1.1 General .8
5.1.2 Grading curve for aggregates .8
5.1.3 Binder content of the mix.8
5.2 Production of the mix .9
5.3 Production of test specimens .10
6 Test procedure .10
6.1 Determination of water absorption.10
6.1.1 Water absorption test .10
6.1.2 Equations for water absorption test.11
6.2 Determination of abrasion.12
6.2.1 Abrasion test .12
6.2.2 Equation for abrasion test.13
7 Record of results.13
Annex A (informative) Test record and report expression of results .14

Bibliography.15

2

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SIST EN 12274-7:2005
EN 12274-7:2005 (E)
Foreword
This document (EN 12274-7:2005) 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 November 2005, and conflicting national standards shall be withdrawn
at the latest by December 2005.
This document describes a test method for determining the suitability and compatibility of aggregates and
emulsions for slurry surfacings.
This European Standard is one of a series of standards as listed below:
EN 12274-1, Slurry surfacing − Test methods − Part 1: Sampling for binder extraction.
EN 12274-2, Slurry surfacing − Test methods − Part 2: Determination of residual binder content.
EN 12274-3, Slurry surfacing − Test methods − Part 3: Consistency.
EN 12274-4, Slurry surfacing − Test methods − Part 4: Determination of cohesion of the mix.
EN 12274-5, Slurry surfacing − Test methods − Part 5: Determination of wearing.
EN 12274-6, Slurry surfacing − Test methods − Part 6: Rate of application.
EN 12274-7, Slurry surfacing − Test methods − Part 7: Shaking abrasion test.
prEN 12274-8, Slurry surfacing − Test methods − Part 8: Visual assessment.
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.

3

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SIST EN 12274-7:2005
EN 12274-7:2005 (E)
1 Scope
This document specifies a test method for determining the suitability of aggregates and cationic emulsions for
slurry surfacings and, where appropriate, the effect of individual additives.
This document applies to slurry surfacings.
NOTE 1 The procedure uses a standardized mix composition but the method may also be used to assess the effect
of variations in the grading and binder content but this use is not part of the standard.
NOTE 2 Additives affecting the breaking behaviour may also be tested under standardised conditions. The test may
also be used to study the effect of a particular type of bitumen or emulsifier.
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 12697-6:2003, Bituminous mixtures — Test methods for hot mix asphalt — Part 6: Determination of bulk
density of bituminous specimens
3 Principle
The shaking abrasion test determines the water sensitivity of mixes for slurry surfacings consisting of 0/2 mm
aggregate and cationic emulsion for slurry surfacing.
The test measures the loss of material from standard specimens when cylinders of compacted material are
placed in water filled cylinders which are rotated end over end in a suitable device.
The test uses mixtures for slurry surfacing using the materials to be used for producing slurry surfacing but
made to a standard grading and binder content prepared at room temperature.
Four 25 mm high cylindrical specimens each with a diameter of 30 mm and prepared using a standardized
mix for slurry surfacing are tested in each set of tests. The specimens are statically compacted and then
conditioned by storage in water in a vacuum prior to testing.
4 Materials and equipment
4.1 Plastic, glass or porcelain containers with capacities of approximately 0,5 l.
4.2 Stirring spatula (or metal fork).
4.3 Balance accurate to ±0,1 g.
4.4 Warm air dryer.
4.5 Compaction moulds with bedplates (at least 4 are required for each test) (see Figure 1).
4.6 Compaction plugs, one for each compaction mould (see Figure 2).
4.7 Funnel (see Figure 3).
4

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SIST EN 12274-7:2005
EN 12274-7:2005 (E)
Press with a load range of 10 kN and an advance speed of 20 mm/min.
4.8
4.9 Shaking device (see Figure 4).
4.10 Shaking cylinders (see Figure 5).
4.11 Vacuum desiccator
4.12 Vacuum gauge accurate to 0,1 kPa.
4.13 Chamois leather cloths
NOTE Information on accuracy and calibration of equipment may be found in EN 12697-38.
Dimensions in millimetres

Key
1 Marking to show direction of filling
2 Compaction mould
a Drilling, ∅ 30
b Conical widening from ∅30 to ∅31
3 Bed plate
Figure 1 — Compaction mould (tolerances ±±±± 0,1)
5

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SIST EN 12274-7:2005
EN 12274-7:2005 (E)
Dimensions in millimetres



Figure 2 — Compaction mould plug (tolerances ±± 0,1)
±±

Dimensions in millimetres


Figure 3 — Example for a funnel for filling the mould (many other designs are suitable) (tolerances ±±±±
0,1)
6

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SIST EN 12274-7:2005
EN 12274-7:2005 (E)
Dimensions in millimetres


Key
1 Axis of rotation
Figure 4 — General view of cylinder construction
NOTE The cylinder will be replaced when the diameter has worn to 61,0 mm.
Dimensions in millimetres


Key
1 Rubber gasket
Figure 5 — Cylinder cap (tolerances ±±±± 0,1)
7

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SIST EN 12274-7:2005
EN 12274-7:2005 (E)
5 Preparation for the test
5.1 Preparation of specimens
5.1.1 General
The mixture under test shall be composed of 0/2 mm aggregate, emulsion for slurry surfacing, water, cement
as additive and any other additions.
5.1.2 Grading curve for aggregates
The standardized grading of the aggregates in Table 1 shall be used.
Table 1 — Grading curve
Column 1 2 3
Lower size of aggregate Upper size of aggregate Mass of fraction used in the
Line fraction fraction mixture
mm mm % by mass
1 0 0,125
23 ± 0,5
2 0,125 0,25
11 ± 0,5
3 0,25 0,5
27 ± 0,5
4 0,5 1,0 21 ± 0,5
5 1,0 2,0 18 ± 0,5
NOTE  One part cement used in normal production (CEM I 32,5 R is commonly used) shall be added to
100 parts aggregate.


5.1.3 Binder content of the mix
The binder content of the dry mixture depends on the density of the aggregate used. The binder content of the
slurry surfacing after removal of the water shall be selected from Figure 6 (or calculated in accordance with
Equation (1)).
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SIST EN
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