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Matched Legal Cases: ['art 5', 'art 5', 'art 1', 'art 2', 'art 3', 'art 4', 'art 5', 'art 10', 'art 11', 'art 12', 'art 13', 'art 14', 'art 1', 'art 6', 'art 7', 'art 1', 'art 1', 'art 2', 'art 3', 'art 4', 'art 5', 'art 40', 'art 41', 'art 42', 'art 43', 'art 45', 'art 47', 'art 50', 'art 51', 'art 52', 'art 53']

1 EESTI STANDARD EVS-EN :2013 Hüdrauliliselt seotud segud. Spetsifikatsioonid. Osa 5: Hüdraulilise teesideaine abil seotud teralised segud Hydraulically bound mixtures - Specifications - Part 5: Hydraulic road binder bound granular mixtures
2 EESTI STANDARDI EESSÕNA See Eesti standard EVS-EN :2013 sisaldab Euroopa standardi EN :2013 ingliskeelset teksti. NATIONAL FOREWORD This Estonian standard EVS-EN :2013 consists of the English text of the European standard EN :2013. Standard on jõustunud sellekohase teate avaldamisega EVS Teatajas. Euroopa standardimisorganisatsioonid on teinud Euroopa standardi rahvuslikele liikmetele kättesaadavaks Standard on kättesaadav Eesti Standardikeskusest. This standard has been endorsed with a notification published in the official bulletin of the Estonian Centre for Standardisation. Date of Availability of the European standard is The standard is available from the Estonian Centre for Standardisation. Tagasisidet standardi sisu kohta on võimalik edastada, kasutades EVS-i veebilehel asuvat tagasiside vormi või saates e-kirja meiliaadressile ICS Standardite reprodutseerimise ja levitamise õigus kuulub Eesti Standardikeskusele Andmete paljundamine, taastekitamine, kopeerimine, salvestamine elektroonsesse süsteemi või edastamine ükskõik millises vormis või millisel teel ilma Eesti Standardikeskuse kirjaliku loata on keelatud. Kui Teil on küsimusi standardite autorikaitse kohta, võtke palun ühendust Eesti Standardikeskusega: Aru 10, Tallinn, Eesti; telefon ; e-post The right to reproduce and distribute standards belongs to the Estonian Centre for Standardisation No part of this publication may be reproduced or utilized in any form or by any means, electronic or mechanical, including photocopying, without a written permission from the Estonian Centre for Standardisation. If you have any questions about copyright, please contact Estonian Centre for Standardisation: Aru 10, Tallinn, Estonia; phone ;
3 EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM EN May 2013 ICS Supersedes EN :2004 English Version Hydraulically bound mixtures - Specifications - Part 5: Hydraulic road binder bound granular mixtures Mélanges traités aux liants hydrauliques - Spécifications - Partie 5: Mélanges granulaires traités aux liants hydrauliques routiers Hydraulisch gebundene Gemische - Anforderungen - Teil 5: Tragschichtbindergebundene Gemische This European Standard was approved by CEN on 1 March 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, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2013 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN :2013: E
4 Contents Foreword Scope Normative references Terms and definitions Symbols and abbreviated terms Constituents Aggregates Hydraulic road binder Water Retarders Hydraulic road binder bound granular mixture Types Hydraulic road binder bound granular mixture Hydraulic road binder bound granular mixture Hydraulic road binder bound granular mixture Hydraulic road binder bound granular mixture Water content of mixtures Proportioning of the constituents, grading and dry density Other requirements for the fresh mixture Compacity Immediate bearing index of the mixture Workability period Laboratory mechanical performance classification General Classification by compressive strength Classification by R t, E General Method by direct tensile testing Method by indirect tensile testing Method by indirect tensile and compression testing Other requirements for the mixture Strength after immersion in water Other characteristics Production control Designation and description Designation Description Marking and labelling Figures Annex A (normative) Compacity of a hydraulic road binder bound granular mixture Annex B (informative) Production control for hydraulic road binder bound granular mixtures B.1 General B.2 Quality manual B.3 Organisation B.3.1 Responsibility and authority B.3.2 Management representative Page 2
5 B.3.3 Internal audits B.3.4 Management review B.3.5 Sub-contract services B.3.6 Records B.3.7 Training B.4 Control procedures B.4.1 Production management B.4.2 Composition of the mixture B.4.3 Constituents B.4.4 Process control B.4.5 Inspection, calibration and control of process equipment B.4.6 Handling and delivery B.5 Inspection and testing of constituents and mixtures during production B.5.1 General B.5.2 Characteristics that require control during production B.5.3 Frequency of sampling the mixture B.6 Inspection and testing equipment B.6.1 General B.6.2 Measuring and testing equipment B.6.3 Measuring and testing equipment in the process B.6.4 Measuring and testing equipment in laboratory B.7 Non-conformity B.7.1 General B.7.2 Non-conformity of constituents B.7.3 Non-conformity of the mixture Bibliography
6 Foreword This document (EN :2013) 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 2013, and conflicting national standards shall be withdrawn at the latest by November Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN [and/or CENELEC] shall not be held responsible for identifying any or all such patent rights. This document supersedes EN :2004. Compared with EN :2004, the following changes have been made: Changing of the title; Revision of Clause 1 "Scope"; Revision of Clause 2 "Terms and definitions"; Revision of Clause 4 "Symbols and abbreviated terms"; Revision of Clause 5 "Constituents"; Revision of Clause 6 "Cement bound granular mixture"; Revision of Clause 7 "Laboratory mechanical performance classification"; Inclusion of Clause 8 "Other requirements for the mixtures"; Revision of Clause 10 "Designation and description"; Inclusion of Annex A (normative) "Compacity of a cement bound granular mixture 2". This standard is one of a series of parts for EN 14227, Hydraulically bound mixtures Specifications: Part 1: Cement bound granular mixtures Part 2: Slag bound granular mixtures Part 3: Fly ash bound granular mixtures Part 4: Fly ash for hydraulically bound mixtures Part 5: Hydraulic road binder bound granular mixtures Part 10: Soil treated by cement Part 11: Soil treated by lime Part 12: Soil treated by slag 4
7 Part 13: Soil treated by hydraulic road binder Part 14: Soil treated by fly ash 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, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. 5
8 1 Scope This European Standard specifies hydraulic road binder bound granular mixtures for road construction, airfields and other trafficked areas and specifies the requirements for their constituents, composition and laboratory performance classification. 2 Normative references The following documents, in whole or in part, are normatively referenced in this document and are indispensable for its application. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 933-1, Tests for geometrical properties of aggregates Part 1: Determination of particle size distribution Sieving method EN :2000, Tests for mechanical and physical properties of aggregates Part 6: Determination of particle density and water absorption EN , Tests for mechanical and physical properties of aggregates Part 7: Determination of the particle density of filler Pyknometer method EN 13242, Aggregates for unbound and hydraulically bound materials for use in civil engineering work and road construction EN , Hydraulic road binders Part 1: Rapid hardening hydraulic road binders Composition, specifications and conformity criteria EN , Unbound and hydraulically bound mixtures Part 1: Test methods for laboratory reference density and water content Introduction, general requirements and sampling EN , Unbound and hydraulically bound mixtures Part 2: Test methods for laboratory reference density and water content Proctor compaction EN , Unbound and hydraulically bound mixtures Part 3: Test methods for laboratory reference density and water content Vibrocompression with controlled parameters EN , Unbound and hydraulically bound mixtures Part 4: Test methods for laboratory reference density and water content Vibrating hammer EN , Unbound and hydraulically bound mixtures Part 5: Test methods for laboratory reference density and water content Vibrating table EN , Unbound and hydraulically bound mixtures Part 40: Test method for the determination of the direct tensile strength of hydraulically bound mixtures EN , Unbound and hydraulically bound mixtures Part 41: Test method for the determination of the compressive strength of hydraulically bound mixtures EN , Unbound and hydraulically bound mixtures Part 42: Test method for the determination of the indirect tensile strength of hydraulically bound mixtures EN , Unbound and hydraulically bound mixtures Part 43: Test method for the determination of the modulus of elasticity of hydraulically bound mixtures EN , Unbound and hydraulically bound mixtures Part 45: Test method for the determination of the workability period of hydraulically bound mixtures 6
9 EN , Unbound and hydraulically bound mixtures Part 47: Test method for the determination of California bearing ratio, immediate bearing index and linear swelling EN , Unbound and hydraulically bound mixtures Part 50: Method for the manufacture of test specimens of hydraulically bound mixtures using Proctor equipment or vibrating table compaction EN , Unbound and hydraulically bound mixtures Part 51: Method for the manufacture of test specimens of hydraulically bound mixtures using vibrating hammer compaction EN , Unbound and hydraulically bound mixtures Part 52: Method for the manufacture of test specimens of hydraulically bound mixtures using vibrocompression EN , Unbound and hydraulically bound mixtures Part 53: Methods for the manufacture of test specimens of hydraulically bound mixtures using axial compression 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 hydraulically bound mixture mixture which sets and hardens by hydraulic reaction 3.2 hydraulic road binder bound granular mixture granular hydraulically bound mixture where hydraulic road binder is the binder 3.3 slenderness ratio height to diameter ratio of the specimen 3.4 compacity ratio of the absolute volume of the solid to the apparent volume of the mixture (see Annex A) 4 Symbols and abbreviated terms For the purpose of this document, the following symbols and abbreviated terms apply. R c R i R t R it E E c E t E it is the compressive strength, expressed in megapascals (MPa); is the compressive strength after immersion, expressed in megapascals (MPa); is the direct tensile strength, expressed in megapascals (MPa); is the indirect tensile strength, expressed in megapascals (MPa); is the modulus of elasticity, expressed in megapascals (MPa); is the E determined by compression, expressed in megapascals (MPa); is the E determined in direct tension, expressed in megapascals (MPa); is the E determined in indirect tension, expressed in megapascals (MPa). 7