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Matched Legal Cases: ['art 34', 'art 34', 'art 34', 'art, 36', 'art 1', 'art 2', 'art 3', 'art 4', 'art 5', 'art 6', 'art 7', 'art 8', 'art 9', 'art 10', 'art 11', 'art 12', 'art 13', 'art 14', 'art 15', 'art 16', 'art 17', 'art 18', 'art 19', 'art 20', 'art 21', 'art 22', 'art 23', 'art 24', 'art 25', 'art 26', 'art 27', 'art 28', 'art 29', 'art 30', 'art 31', 'art 32', 'art 33', 'art 34', 'art 35', 'art 36', 'art 37', 'art 38', 'art 39', 'art 40', 'art 41', 'art 42', 'art 43', 'art 6', 'art 29', 'art 30', 'art 1', 'art 44']

1 EESTI STANDARD EVS-EN :2004+A1:2007 Bituminous mixtures - Test methods for hot mix asphalt - Part 34: Marshall test KONSOLIDEERITUD TEKST Bituminous mixtures - Test methods for hot mix asphalt - Part 34: Marshall test CONSOLIDATED TEXT EESTI STANDARDIKESKUS
2 EESTI STANDARDI EESSÕNA NATIONAL FOREWORD Käesolev Eesti standard EVS-EN :2004+A1:2007 sisaldab Euroopa standardi EN :2004+A1:2007 ingliskeelset teksti. Käesolev dokument on jõustatud ja selle kohta on avaldatud teade Eesti standardiorganisatsiooni ametlikus väljaandes. Standard on kättesaadav Eesti standardiorganisatsioonist. This Estonian standard EVS-EN :2004+A1:2007 consists of the English text of the European standard EN :2004+A1:2007. This document is endorsed on with the notification being published in the official publication of the Estonian national standardisation organisation. The standard is available from Estonian standardisation organisation. Käsitlusala: This European Standard specifies a test method for determining the stability, flow and the Marshall Quotient values of specimens of bituminous mixtures mixed according to!en :2004+A1" and prepared using the impact compactor method of test!en :2004+A1". It is limited to dense graded asphalt concrete and hot rolled asphalt. Scope: This European Standard specifies a test method for determining the stability, flow and the Marshall Quotient values of specimens of bituminous mixtures mixed according to!en :2004+A1" and prepared using the impact compactor method of test!en :2004+A1". It is limited to dense graded asphalt concrete and hot rolled asphalt. ICS Võtmesõnad: Eesti Standardikeskusele kuulub standardite reprodutseerimis- ja levitamisõigus
3 EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM EN :2004+A1 July 2007 ICS Supersedes EN :2004 English Version Bituminous mixtures - Test methods for hot mix asphalt - Part 34: Marshall test Mélanges bitumineux - Méthodes d'essai pour mélange hydrocarboné à chaud - Partie 34: Essai Marshall Asphalt - Prüfverfahren für Heißasphalt - Teil 34: Marshall- Prüfung This European Standard was approved by CEN on 1 April 2004 and includes Amendment 1 approved by CEN on 16 May 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 COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG Management Centre: rue de Stassart, 36 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 :2004+A1:2007: E
4 Contents page Foreword Scope Normative references Terms and definitions Principle Apparatus Procedure Expression of results Test report Precision...9 Annex A (normative) Marshall quotient...10 Annex B (normative) Testing head...11 Bibliography
5 Foreword This document (EN :2004+A1:2007) 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 January 2008 and conflicting national standards shall be withdrawn at the latest by January This document includes Amendment 1, approved by CEN on This document supersedes EN :2004. The start and finish of text introduced or altered by amendment is indicated in the text by tags! ". This European Standard is one of a series of standards as listed below: EN , Bituminous mixtures Test methods for hot mix asphalt Part 1: Soluble binder content EN , Bituminous mixtures Test method for hot mix asphalt Part 2: Determination of particle size distribution EN , Bituminous mixtures Test methods for hot mix asphalt Part 3: Bitumen recovery: Rotary evaporator EN , Bituminous mixtures Test methods for hot mix asphalt Part 4: Bitumen recovery: Fractionating column EN , Bituminous mixtures Test methods for hot mix asphalt Part 5: Determination of the maximum density EN , Bituminous mixtures Test methods for hot mix asphalt Part 6: Determination of bulk density of bituminous specimens EN , Bituminous mixtures Test methods for hot mix asphalt Part 7: Determination of bulk density of bituminous specimens by gamma rays EN , Bituminous mixtures Test methods for hot mix asphalt Part 8: Determination of void characteristics of bituminous specimens EN , Bituminous mixtures Test methods for hot mix asphalt Part 9: Determination of the reference density EN , Bituminous mixtures Test methods for hot mix asphalt Part 10: Compactibility EN , Bituminous mixtures Test methods for hot mix asphalt Part 11: Determination of the affinity between aggregate and bitumen EN , Bituminous mixtures Test methods for hot mix asphalt Part 12: Determination of the water sensitivity of bituminous specimens EN , Bituminous mixtures Test methods for hot mix asphalt Part 13: Temperature measurement 3
6 EN , Bituminous mixtures Test methods for hot mix asphalt Part 14: Water content EN , Bituminous mixtures Test methods for hot mix asphalt Part 15: Determination of the segregation sensitivity EN , Bituminous mixtures Test methods for hot mix asphalt Part 16: Abrasion by studded tyres EN , Bituminous mixtures Test methods for hot mix asphalt Part 17: Partial loss of porous asphalt specimen pren , Bituminous mixtures Test methods for hot mix asphalt Part 18: Binder drainage EN , Bituminous mixtures Test methods for hot mix asphalt Part 19: Permeability of specimen EN , Bituminous mixtures Test methods for hot mix asphalt Part 20: Indentation using cube or Marshall specimens EN , Bituminous mixtures Test methods for hot mix asphalt Part 21: Indentation using plate specimens EN , Bituminous mixtures Test methods for hot mix asphalt Part 22: Wheel tracking EN , Bituminous mixtures Test methods for hot mix asphalt Part 23: Determination of the indirect tensile strength of bituminous specimens EN , Bituminous mixtures Test methods for hot mix asphalt Part 24: Resistance to fatigue EN , Bituminous mixtures Test methods for hot mix asphalt Part 25: Cyclic compression test EN , Bituminous mixtures Test methods for hot mix asphalt Part 26: Stiffness EN , Bituminous mixtures Test methods for hot mix asphalt Part 27: Sampling EN , Bituminous mixtures Test methods for hot mix asphalt Part 28: Preparation of samples for determining binder content, water content and grading EN , Bituminous mixtures Test methods for hot mix asphalt Part 29: Determination of the dimensions of a bituminous specimen EN , Bituminous mixtures Test methods for hot mix asphalt Part 30: Specimen preparation by impact compactor EN , Bituminous mixtures Test methods for hot mix asphalt Part 31: Specimen preparation by gyratory compactor EN , Bituminous mixtures Test methods for hot mix asphalt Part 32: Laboratory compaction of bituminous mixtures by vibratory compactor EN , Bituminous mixtures Test methods for hot mix asphalt Part 33: Specimen prepared by roller compactor EN , Bituminous mixtures Test methods for hot mix asphalt Part 34: Marshall test EN , Bituminous mixtures Test methods for hot mix asphalt Part 35: Laboratory mixing EN , Bituminous mixtures Test methods for hot mix asphalt Part 36: Determination of the thickness of a bituminous pavement 4
7 EN , Bituminous mixtures Test methods for hot mix asphalt Part 37: Hot sand test for the adhesivity of binder on pre-coated chippings for HRA EN , Bituminous mixtures Test methods for hot mix asphalt Part 38: Common equipment and calibration EN , Bituminous mixtures Test methods for hot mix asphalt Part 39: Binder content by ignition EN , Bituminous mixtures Test methods for hot mix asphalt Part 40: In situ drainability EN , Bituminous mixtures Test methods for hot mix asphalt Part 41: Resistance to deicing fluids EN , Bituminous mixtures Test methods for hot mix asphalt Part 42: Amount of coarse foreign matters in reclaimed asphalt EN , Bituminous mixtures Test methods for hot mix asphalt Part 43: Resistance to fuel The annexes A and B are normative. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: 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. 5
8 1 Scope This European Standard specifies a test method for determining the stability, flow and the Marshall Quotient values of specimens of bituminous mixtures mixed according to!en :2004+A1" and prepared using the impact compactor method of test!en :2004+A1". It is limited to dense graded asphalt concrete and hot rolled asphalt. 2 Normative references This European Standard incorporates by dated or undated reference, provisions from other publications. These normative references are cited at the appropriate places in the text, and the publications are listed hereafter. For dated references, subsequent amendments to or revisions of any of these publications apply to this European Standard only when incorporated in it by amendment or revision. For undated references the latest edition of the publication referred to applies (including amendments). EN , Bituminous mixtures Test methods for hot mix asphalt Part 6: Determination of bulk density of bituminous specimens EN , Bituminous mixtures Test methods for hot mix asphalt Part 29: Determination of the dimensions of a bituminous specimen!en :2004+A1", Bituminous mixtures Test methods for hot mix asphalt Part 30: Specimen preparation by impact compactor EN ISO , Metallic materials Verification of static uniaxial testing machines Part 1: Tension/compression testing machines (ISO :1999) 3 Terms and definitions For the purposes of this European Standard, the following terms and definitions apply. 3.1 stability S maximum resistance to deformation, in kilonewtons (kn), of a moulded asphalt specimen 3.2 flow F deformation of the moulded specimen in millimetres (mm) at maximum load less the nominal deformation obtained by extrapolation the tangent of the graph of load against deformation back to zero load (A to M in annex A) 3.3 tangential flow F t nominal deformation of the moulded specimen, in millimetres (mm) obtained by extrapolation the tangent of the graph of load against deformation forward to the stability load less the nominal deformation obtained by extrapolation the tangent back to zero load (A to B in annex A) 3.4 Marshall quotient ratio of the stability, S, to the flow, F, S/F, see annex A 6
EESTI STANDARD Bituminous mixtures - Test methods for hot mix asphalt - Part 44: Crack propagation by semi-circular bending test EESTI STANDARDI EESSÕNA Käesolev Eesti standard EVS-EN 12697-44:2010 sisaldab