EN 12697-19:2004+A1:2007

Bituminous mixtures - Test methods for hot mix asphalt - Part 19: Permeability of specimen

This document describes a method for determining the vertical and horizontal permeability of cylindrical specimens of bituminous mixtures. The standard applies to specimens cored out of the road, specimens from laboratory made slabs or laboratory specimens pre¬pared with a compaction device provided the thickness of the specimen is not less than 2,5 times the nominal maximum particle size of the aggregate in the mixture. The nominal diameter of specimens should be either 100 mm or 150 mm unless the nominal maximum particle size of the aggregate size exceeds 22 mm, when the nominal diameter shall be 150 mm diameter.

Asphalt - Prüfverfahren für Heißasphalt - Teil 19: Durchlässigkeit von Probekörper

Dieses Dokument legt ein Verfahren zur Bestimmung der vertikalen und horizontalen Durch¬lässigkeit von zylindrischen Asphalt-Probekörpern fest. Diese Norm gilt für durch Kernbohren aus einer Fahrbahn¬befestigung entnommene Probekörper, für Probekörper aus im Laboratorium hergestellten Platten oder für im Laboratorium mit einer Verdichtungsvorrichtung hergestellte Probekörper, sofern die Dicke des Probekörpers nicht geringer als das 2,5fache der maximalen Nennkorngröße der im Gemisch verwendeten Gesteins¬körnung ist. Der Nenndurchmesser der Probekörper sollte entweder 100 mm oder 150 mm betragen, es sei denn, die maximale Nennkorngröße der Gesteinskörnung überschreitet 22 mm; in diesem Falle muss der Nenndurchmesser 150 mm betragen.

Mélanges bitumineux - Méthodes d'essai pour mélange hydrocarboné à chaud - Partie 19: Perméabilité des éprouvettes

Le présent document décrit une méthode pour déterminer la perméabilité horizontale et verticale d’éprouvettes cylindriques de mélanges bitumineux. Cette norme s’applique à des carottes prélevées dans la chaussée, des éprouvettes extraites de plaques fabriquées en laboratoire avec une table de compactage telle que l’épaisseur de l’éprouvette ne soit pas moins de 2,5 fois la dimension nominale maximale des granulats du mélange. Il convient que le diamètre nominal des éprouvettes soit de 100 mm ou de 150 mm, si la dimension maximale des granulats dépasse 22 mm, le diamètre nominal doit être de 150 mm.

Bitumenske zmesi - Preskusne metode za vroče asfaltne zmesi - 19. del: Prepustnost preskušancev

General Information

• Status: Withdrawn
• Publication Date: 03-Jul-2007
• Withdrawal Date: 10-Apr-2012
• ICS: 93.080.20 - Road construction materials
• Technical Committee: CEN/TC 227 - Road materials
• Drafting Committee: CEN/TC 227/WG 1 - Bituminous mixtures
• Current Stage: 9960 - Withdrawal effective - Withdrawal
• Start Date: 11-Apr-2012
• Completion Date: 11-Apr-2012
• Directive: 305/2011 - Regulation (eu) No 305/2011 of the European Parliament and of the Council of 9 march 2011 laying down harmonised conditions for the marketing of construction products and repealing council directive 89/106/eec
• Directive: 89/106/EEC - Construction products
• Ref Project: SIST EN 12697-19:2004+A1:2007 - Bituminous mixtures - Test methods for hot mix asphalt - Part 19: Permeability of specimen

Relations

• Merged From: EN 12697-19:2004 - Bituminous mixtures - Test methods for hot mix asphalt - Part 19: Permeability of specimen
• Effective Date: 18-Jan-2023
• Replaced By: EN 12697-19:2012 - Bituminous mixtures - Test methods for hot mix asphalt - Part 19: Permeability of specimen
• Effective Date: 18-Apr-2012

Standards Content (Sample)

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Bituminous mixtures - Test methods for hot mix asphalt - Part 19: Permeability of specimenMélanges bitumineux - Méthodes d'essai pour mélange hydrocarboné a chaud - Partie 19: Perméabilité des éprouvettesAsphalt - Prüfverfahren für Heißasphalt - Teil 19: Durchlässigkeit von
ProbekörperTa slovenski standard je istoveten z:EN 12697-19:2004+A1:2007SIST EN 12697-19:2004+A1:2007en,fr,de93.080.20Materiali za gradnjo cestRoad construction materialsICS:SLOVENSKI
STANDARDSIST EN 12697-19:2004+A1:200701-november-2007







EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 12697-19:2004+A1
July 2007 ICS 93.080.20 Supersedes EN 12697-19:2004English Version
Bituminous mixtures - Test methods for hot mix asphalt - Part 19: Permeability of specimen
Mélanges bitumineux - Méthodes d'essai pour mélange hydrocarboné à chaud - Partie 19: Perméabilité des éprouvettes
Asphalt - Prüfverfahren für Heißasphalt - Teil 19: Durchlässigkeit der Probekörper This European Standard was approved by CEN on 24 March 2004 and includes Amendment 1 approved by CEN on 16 May 2007.
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 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 Management Centre has the same status as the official versions.
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
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B-1050 Brussels © 2007 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 12697-19:2004+A1:2007: E



EN 12697-19:2004+A1:2007 (E) 2 Contents page Foreword.3 1 Scope.6 2 Normative references.6 3 Principle.6 4 Vertical permeability.6 4.1 General.6 4.2 Apparatus for vertical permeability.6 4.3 Procedure.6 4.4 Calculation.8 5 Horizontal permeability.8 5.1 General.8 5.2 Apparatus for horizontal permeability.9 5.3 Procedure.9 5.4 Calculation.10 6 Test report.11 6.1 General.
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