SIST EN 15382:2013
(Main)Geosynthetic barriers - Characteristics required for use in transportation infrastructure
Geosynthetic barriers - Characteristics required for use in transportation infrastructure
This European Standard specifies the relevant characteristics of geosynthetic barriers (polymeric, clay and bituminous geosynthetic barriers), used as fluid barriers in infrastructure works, e.g. roads, railroads, runways of airports, and the appropriate test methods to determine these characteristics. Tunnels and underground structures are addressed in EN 13491. The intended use of these products is to control the pathway of liquids through the construction and to limit any contamination, e.g. by de-icing products, of groundwater or water sources. This European Standard is applicable to geosynthetic barriers, but not to geotextiles or geotextile-related products, as defined in EN ISO 10318. This European Standard provides for the evaluation of conformity of the product to this European Standard. This European Standard defines requirements to be met by manufacturers and their authorised representatives with regard to the presentation of product properties. This European Standard does not cover applications where the geosynthetic barrier will be in contact with water that has been treated for human consumption. In these cases other relevant standards, requirements and/or regulations should be observed.
Geosynthetische Dichtungsbahnen - Eigenschaften, die für die Anwendung in Verkehrsbauten erforderlich sind
Diese Europäische Norm legt die relevanten Eigenschaften von geosynthetischen Dichtungsbahnen (geosynthetische Kunststoff-, Ton- und Bitumendichtungsbahnen), die als Abdichtung gegen Flüssigkeit bei Verkehrsbauten, z. B. Straßen, Schienenwege, Landebahnen, verwendet werden, und die geeigneten Prüfverfahren zur Bestimmung dieser Eigenschaften fest. Tunnel und Tiefbauwerke werden in EN 13491 behandelt.
Die bestimmungsgemäße Anwendung dieser Produkte ist die Kontrolle des Weges der Flüssigkeiten durch das Bauwerk und die Begrenzung jeglicher Kontamination, z. B. durch auftauende Produkte, von Grundwasser und Wasserquellen.
Diese Europäische Norm ist auf geosynthetische Dichtungsbahnen, jedoch nicht auf Geotextilien oder geotextilverwandte Produkte, wie in EN ISO 10318 angegeben, anwendbar.
Diese Europäische Norm ermöglicht die Konformitätsbewertung des Produktes hinsichtlich dieser Europäischen Norm.
Diese Europäische Norm legt die Anforderungen fest, die von den Herstellern und ihren autorisierten Vertretern in Bezug auf die Darstellung der Produkteigenschaften eingehalten werden müssen.
Diese Europäische Norm umfasst nicht die Anwendungen, bei denen die geosynthetische Dichtungsbahn in Kontakt mit Wasser kommt, das für den unmittelbaren menschlichen Gebrauch behandelt wurde. In diesen Fällen sind andere zutreffende Normen, Anforderungen und/oder Bestimmungen in Betracht zu ziehen.
Barrières géosynthétiques - Caractéristiques requises pour l'utilisation dans l'infrastructure des voies de transport
La présente Norme européenne spécifie les caractéristiques requises pour les géomembranes polymériques ou bitumineuses, et les géosynthétiques bentonitiques utilisés comme barrière aux fluides dans les travaux d’infrastructures, chaussées, voies ferrées et pistes aéroportuaires, par exemple, ainsi que les méthodes d'essai appropriées pour déterminer ces caractéristiques. Les tunnels et ouvrages souterrains sont couverts par l'EN 13491.
Ces produits sont destinés à contrôler le passage de liquides à travers la construction et limiter toute contamination, par des produits de dégivrage par exemple, des nappes phréatiques ou des ressources en eau.
La présente Norme européenne est applicable aux géomembranes et géosynthétiques bentonitiques, mais elle ne s'applique pas aux géotextiles et produits apparentés, tels que définis dans l'EN ISO 10318.
Elle donne les informations permettant d'évaluer la conformité du produit à la présente Norme européenne.
La présente Norme européenne définit les exigences auxquelles les fabricants et leurs représentants agréés doivent satisfaire pour la présentation des propriétés du produit.
La présente Norme européenne ne couvre pas les applications où la géomembrane ou le géosynthétique bentonitique doit être en contact avec une eau traitée destinée à la consommation humaine. Dans ces cas, il convient de se référer aux autres normes, exigences et/ou règlements applicables.
Geosintetične ovire - Zahtevane lastnosti za uporabo v infrastrukturi transporta
Ta evropski standard določa ustrezne lastnosti geosintetičnih ovir (polimernih, opečnatih in bitumenskih geosintetičnih ovir), ki se uporabljajo za zaščito pred tekočinami v infrastrukturi, npr. na cestah, železniških progah, pristajalnih stezah letališč, in ustrezne preskusne metode za določanje teh lastnosti. Predore in podzemne gradnje obravnava EN 13491. Ti izdelki so namenjeni nadzoru poti tekočin skozi konstrukcijo in omejitvi kakršnega koli onesnaženja podtalnice ali vodnih virov, npr. z odmrznitvijo izdelkov. Ta evropski standard velja za geosintetične ovire, vendar ne za geotekstilije ali sorodne izdelke, kot je določeno v EN ISO 10318. Ta evropski standard omogoča vrednotenje skladnosti izdelka s tem evropskim standardom. Ta evropski standard določa zahteve, ki jih morajo izpolniti proizvajalci in njihovi pooblaščeni zastopniki glede predstavitve lastnosti izdelka. Ta evropski standard ne zajema uporabe, kjer bodo geosintetične ovire v stiku s pitno vodo, ki je namenjena ljudem. V teh primerih je treba upoštevati druge ustrezne standarde, zahteve in/ali predpise.
General Information
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Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Geosynthetische Dichtungsbahnen - Eigenschaften, die für die Anwendung in Verkehrsbauten erforderlich sindBarrières géosynthétiques - Caractéristiques requises pour l'utilisation dans l'infrastructure des voies de transportGeosynthetic barriers - Characteristics required for use in transportation infrastructure93.080.20Materiali za gradnjo cestRoad construction materials59.080.70GeotekstilijeGeotextilesICS:Ta slovenski standard je istoveten z:EN 15382:2013SIST EN 15382:2013en,de01-september-2013SIST EN 15382:2013SLOVENSKI
STANDARD
SIST EN 15382:2013
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 15382
July 2013 ICS 59.080.70; 93.080.20 Supersedes EN 15382:2008English Version
Geosynthetic barriers - Characteristics required for use in transportation infrastructure
Barrières géosynthétiques - Caractéristiques requises pour l'utilisation dans l'infrastructure des voies de transport
Geosynthetische Dichtungsbahnen - Eigenschaften, die für die Anwendung in Verkehrsbauten erforderlich sind This European Standard was approved by CEN on 16 May 2013.
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 15382:2013: ESIST EN 15382:2013
EN 15382:2013 (E)
2 Contents Page Foreword .4 Introduction .5 1 Scope .6 2 Normative references .6 3 Terms, definitions and abbreviations .8 3.1 Terms and definitions .8 3.2 Abbreviations .8 4 Required characteristics and corresponding methods of test .9 4.1 General .9 4.2 Types of applications .9 4.3 Relevant characteristics . 11 4.4 Characteristics relevant to specific conditions of use . 16 4.4.1 General . 16 4.4.2 Tear strength . 16 4.4.3 Friction characteristics (direct shear and inclined plane tests) . 16 4.4.4 Chemical resistance . 16 4.4.5 Low temperature behaviour . 16 4.4.6 Weathering . 16 4.4.7 Resistance to wetting and drying . 17 4.4.8 Freeze-thaw cycle resistance . 17 4.4.9 Resistance to root penetration . 17 4.5 Release of dangerous substances . 17 5 Evaluation of conformity . 17 5.1 General . 17 5.2 Verification of values . 18 5.3 Initial type tests . 18 5.4 Factory production control . 19 5.5 Inspection . 19 6 Marking . 19 Annex A (normative)
Factory production control — Factory production control scheme . 20 A.1 General . 20 A.2 Product design . 20 A.3 Production . 20 A.3.1 Raw or incoming materials . 20 A.3.2 Production process . 20 A.4 Finished products . 20 A.4.1 Raw or incoming materials . 20 A.4.2 Alternative tests . 23 A.4.3 Equipment . 23 A.5 Provisions applicable to A.2, A.3 and A.4 (to be used where appropriate) . 24 A.5.1 Records . 24 A.5.2 Assessment of results . 24 A.5.3 Traceability . 24 A.5.4 Corrective action for non-conforming materials and products . 24 A.5.5 Personnel . 24 A.5.6 Quality management . 24 Annex B (normative)
Durability of geosynthetic barriers . 25 B.1 Introduction . 25 B.1.1 Standards to which this annex is common . 25 B.1.2 Mechanisms of degradation . 25 B.1.3 Service life . 26 SIST EN 15382:2013
EN 15382:2013 (E)
3 B.1.4 Use of rework materials . 26 B.2 Test requirements . 26 B.2.1 General requirement . 26 B.2.2 Requirements for repeat testing . 26 B.2.3 Requirements for individual materials . 27 B.3 Durability tests . 28 B.3.1 Introduction . 28 B.3.2 Weathering . 28 B.3.3 Resistance to micro-organisms . 30 B.3.4 Resistance to environmental stress cracking . 30 B.3.5 Resistance to leaching . 30 B.3.6 Resistance to oxidation . 31 B.3.7 Chemical resistance . 31 B.4 Evaluation tests and acceptance criteria . 31 B.4.1 General. 31 B.4.2 Evaluation by comparison of tensile properties . 31 B.4.3 Evaluation by comparison of Oxidative Induction Time (OIT) values . 32 B.4.4 Evaluation by change in mass . 32 B.4.5 Evaluation by change in water permeability . 32 Annex C (informative)
Major technical changes to previous edition . 33 Annex ZA (informative)
Clauses of this European Standard addressing the provisions of the EU Construction Products Directive . 34 ZA.1 Scope and relevant characteristics . 34 ZA.2
Procedure for the attestation of conformity for geosynthetic barriers used in transportation infrastructure . 35 ZA.2.1 Systems of attestation of conformity . 35 ZA.2.2 Certificate and declaration of conformity . 36 ZA.3 CE marking and labelling . 37 Bibliography . 41
SIST EN 15382:2013
EN 15382:2013 (E)
4 Foreword This document (EN 15382:2013) has been prepared by Technical Committee CEN/TC 189 “Geosynthetics”, the secretariat of which is held by NBN. 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 2014, and conflicting national standards shall be withdrawn at the latest by January 2014. 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 15382:2008. Annex C provides details of significant technical changes between this European Standard and the previous edition. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports essential requirements of EU Directive. For relationship with EU Directive, see informative Annex ZA, which is an integral part of this document. 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.
SIST EN 15382:2013
EN 15382:2013 (E)
5 Introduction This European Standard allows manufacturers to describe geosynthetic barriers on the basis of declared values for characteristics relevant to the intended use and if tested to the specified method. It also includes procedures for evaluation of conformity and factory production control. This European Standard may also be used by designers, end-users and other interested parties as a tool to define relevant and appropriate characteristics for specifications and on-site quality control. It should be emphasised however that not all characteristics and test methods quoted in this European Standard are suitable for the purpose of on-site quality control.
Tests for several non-mandated characteristics are still under study and will be included when the standard is revised. The term “product” used in this standard refers to a geosynthetic barrier, including polymeric geosynthetic barriers, clay geosynthetic barriers and bituminous geosynthetic barriers. This European Standard is part of a group of standards, addressing the requirements for geosynthetic barriers when used in a specific application.
Particular application cases may contain requirements about additional properties and – preferably standardised – test methods, if they are technically relevant and not conflicting with European Standards.
The design life of the product should be determined, since its function may be temporary, as a construction expediency, or permanent, for the lifetime of the structure.
SIST EN 15382:2013
EN 15382:2013 (E)
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1 Scope This European Standard specifies the relevant characteristics of geosynthetic barriers (polymeric, clay and bituminous geosynthetic barriers), used as fluid barriers in infrastructure works, e.g. roads, railroads, runways of airports, and the appropriate test methods to determine these characteristics. Tunnels and underground structures are addressed in EN 13491. The intended use of these products is to control the pathway of liquids through the construction and to limit any contamination, e.g. by de-icing products, of groundwater or water sources. This European Standard is applicable to geosynthetic barriers, but not to geotextiles or geotextile-related products, as defined in EN ISO 10318. This European Standard provides for the evaluation of conformity of the product to this European Standard. This European Standard defines requirements to be met by manufacturers and their authorised representatives with regard to the presentation of product properties.
This European Standard does not cover applications where the geosynthetic barrier will be in contact with water that has been treated for human consumption. In these cases other relevant standards, requirements and/or regulations should be observed. 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 495-5, Flexible sheets for waterproofing — Determination of foldability at low temperature — Part 5: Plastic and rubber sheets for roof waterproofing EN 1109, Flexible sheets for waterproofing — Bitumen sheets for roof waterproofing — Determination of flexibility at low temperature EN 1844, Flexible sheets for waterproofing — Determination of resistance to ozone — Plastic and rubber sheets for roof waterproofing EN 1849-1, Flexible sheets for waterproofing — Determination of thickness and mass per unit area — Part 1: Bitumen sheets for roof waterproofing EN 1849-2, Flexible sheets for waterproofing — Determination of thickness and mass per unit area — Part 2: Plastic and rubber sheets EN 12224, Geotextiles and geotextile-related products — Determination of the resistance to weathering EN 12225, Geotextiles and geotextile-related products — Method for determining the microbiological resistance by a soil burial test EN 12310-1, Flexible sheets for waterproofing — Part 1: Bitumen sheets for waterproofing — Determination of resistance to tearing (nail shank) EN 12311-1, Flexible sheets for waterproofing — Part 1: Bitumen sheets for roof waterproofing — Determination of tensile properties EN 12311-2, Flexible sheets for waterproofing — Determination of tensile properties — Part 2: Plastic and rubber sheets for roof waterproofing EN 13361, Geosynthetic barriers — Characteristics required for use in the construction of reservoirs and dams SIST EN 15382:2013
EN 15382:2013 (E)
7 EN 13362, Geosynthetic barriers — Characteristics required for use in the construction of canals EN 13491, Geosynthetic barriers — Characteristics required for use as a fluid barrier in the construction of tunnels and underground structures EN 13492, Geosynthetic barriers — Characteristics required for use in the construction of liquid waste disposal sites, transfer stations or secondary containment EN 13493, Geosynthetic barriers — Characteristics required for use in the construction of solid waste storage and disposal sites EN 14150, Geosynthetic barriers — Determination of permeability to liquids EN 14196, Geosynthetics — Test methods for measuring mass per unit area of clay geosynthetic barriers EN 14414:2004, Geosynthetics — Screening test method for determining chemical resistance for landfill applications EN 14415, Geosynthetic barriers — Test method for determining the resistance to leaching CEN/TS 14416, Geosynthetic barriers — Test method for determining the resistance to roots CEN/TS 14417, Geosynthetic barriers — Test method for the determination of the influence of wetting-drying cycles on the permeability of clay geosynthetic barriers CEN/TS 14418, Geosynthetic barriers — Test method for the determination of the influence of freezing-thawing cycles on the permeability of clay geosynthetic barriers EN 14575, Geosynthetic barriers — Screening test method for determining the resistance to oxidation EN 14576, Geosynthetics — Test method for determining the resistance of polymeric geosynthetic barriers to environmental stress cracking EN 16416, Geosynthetic clay barriers — Determination of water flux index — Flexible wall permeameter method at constant head EN ISO 527-1:2012, Plastics — Determination of tensile properties — Part 1: General principles (ISO 527-1:2012) EN ISO 527-3:1995, Plastics — Determination of tensile properties — Part 3: Test conditions for films and sheets (ISO 527-3:1995) EN ISO 527-4:1997, Plastics — Determination of tensile properties — Part 4: Test conditions for isotropic and orthotopic fibre-reinforced plastic composites (ISO 527-4:1997) EN ISO 9862, Geosynthetics — Sampling and preparation of test specimens (ISO 9862) EN ISO 9863-1, Geosynthetics — Determination of thickness at specified pressures — Part 1: Single layers (ISO 9863-1) EN ISO 9864, Geosynthetics — Test method for the determination of mass per unit area of geotextiles and geotextile-related products (ISO 9864) EN ISO 10318:2005, Geosynthetics —Terms and definitions (IS0 10318:2005) EN ISO 10319, Geotextiles — Wide-width tensile test (ISO 10319) EN ISO 10320, Geotextiles and geotextile-related products — Identification on site (ISO 10320) EN ISO 12236, Geosynthetics — Static puncture test (CBR test) (ISO 12236) EN ISO 12957-1, Geosynthetics — Determination of friction characteristics — Part 1: Direct shear test (ISO 12957-1) SIST EN 15382:2013
EN 15382:2013 (E)
8 EN ISO 12957-2, Geosynthetics — Determination of friction characteristics — Part 2: Inclined plane test (ISO 12957-2) EN ISO 13438:2004, Geotextiles and geotextile-related products — Screening test method for determining the resistance to oxidation (ISO 13438:2004) ISO 34-1:2010, Rubber, vulcanized or thermoplastic — Determination of tear strength — Part 1: Trouser, angle and crescent test pieces EN ISO 11357-6, Plastics — Differential scanning calorimetry (DSC) — Part 6: Determination of oxidation induction time (isothermal OIT) and oxidation induction temperature (dynamic OIT) (ISO 11357-6) ASTM D 696, Standard Test Method for Coefficient of Linear Thermal Expansion of Plastics Between -30°C and 30°C With a Vitreous Silica Dilatometer ASTM D 1434, Standard test method for determining gas permeability characteristics of plastic film and sheeting ASTM D 5890, Standard test method for swell index of clay mineral component of geosynthetic clay liners 3 Terms, definitions and abbreviations 3.1 Terms and definitions For the purposes of this document, the terms and definitions given in EN ISO 10318:2005 and the following apply. 3.1.1 product geosynthetic barrier, including polymeric, bituminous and clay barriers 3.1.2 specification document in which the works, functions, specific conditions and required material property values of the geosynthetic barrier of use are described 3.1.3 infrastructure basic transportation system that is necessary for the operation of any kind of traffic 3.1.4 embankment shoulder
slope extending from the edge of a pavement to a linear ditch made of packed soil built above the natural ground 3.2 Abbreviations For the purposes of this document, the abbreviations given in EN ISO 10318:2005 and the following apply. GBR-P: polymeric geosynthetic barrier GBR-B:
bituminous geosynthetic barrier GBR-C:
clay geosynthetic barrier SIST EN 15382:2013
EN 15382:2013 (E)
9 4 Required characteristics and corresponding methods of test 4.1 General
The main function of geosynthetic barriers used in these types of application is to control the pathway of liquids through the construction and to limit contamination of groundwater or water sources. Damage during installation has not been addressed in this document. 4.2 Types of applications The following types of application can be distinguished: deep laying GBR on side slopes: application where the GBR is installed under the drainage collection system and covers the entire slope as well as the ditch area (see Figure 1); high laying GBR on side slopes: application where the GBR is installed above the drainage collection system as a high laying sealing system and covers the opposite side slope of the road to prevent an overflow of the road surface run-off (see Figure 2); deep laying GBR between two roads: application where the GBR is installed under the drainage collection system and covers the section between two roads, where a sealing is required (see Figure 3);
high laying GBR between two roads: application where the GBR is installed above the drainage collection system as a high laying sealing system and covers the section between two roads where sealing is required (see Figure 4).
Key 1 pavement and/or track bed 2 rain water collection 3 geosynthetic barrier (GBR) 4 cover soil 5 fill soil 6 collection pipe 7 manhole Figure 1 — Deep laying GBR on side slopes SIST EN 15382:2013
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Key 1 pavement and/or track bed 2 side embankment 3 geosynthetic barrier (GBR) 4 cover soil 5 sealing connection 6 collection pipe 7 manhole Figure 2 — High laying GBR on side slopes
Key 1 pavement and/or track bed 2 rain water collection 3 geosynthetic barrier (GBR) 4 cover soil 5 fill soil 6 collection pipe Figure 3 — Deep laying GBR between two roads SIST EN 15382:2013
EN 15382:2013 (E)
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Key 1 pavement and/or track bed 2 sealing connection 3 geosynthetic barrier (GBR) 4 cover soil 5 fill soil 6 manhole Figure 4 — High laying GBR between two roads 4.3 Relevant characteristics The characteristics and the test methods to be used are given in Table 1. The list of characteristics in Table 1 includes those relevant to all conditions of use and subject to regulation (H), those relevant to all conditions of use and not subject to regulation (A), and those relevant to specific conditions of use and not subject to regulation (S).
The functions and conditions of use, corresponding with the characteristics, marked with “S” in Table 1, are specified in 4.4.
The manufacturer shall provide the data based on the results of tests specified in this standard and where relevant, in accordance with 5.1. The manufacturer shall provide information on how functioning joints can be made. Where products are jointed in the factory the water permeability and, if relevant, the strength of the joints shall be tested and data presented. SIST EN 15382:2013
EN 15382:2013 (E)
12 Table 1 — Geosynthetic barriers used in transportation infrastructure - Functions, function-related characteristics and test methods (including durability requirements)
Requirement Test methods Remarks No. Property to be tested GBR-P GBR-B GBR-C GBR-P GBR-B GBR-C
Physical properties 1 Thickness A A A EN 1849-2 EN 1849-1 EN ISO 9863-1
2 Mass per unit area A A A EN 1849-2 EN 1849-1 EN 14196
Hydraulic properties 3 Water permeability (liquid tightness)
H H H EN 14150 EN 14150 EN 16416
4 Swell Index - - A - - ASTM D 5890
Mechanical properties 5 Tensile strength
H H H EN ISO 527-1, EN ISO 527-3 EN ISO 527-4 or EN 12311-2 EN 12311-1 EN ISO 10319 For non reinforced GBR-P use EN ISO 527-1 and EN ISO 527-3:1995, test specimen type 5 at a speed of 100 mm/min. For reinforced GBR-P use EN ISO 527-1 and EN ISO 527-4:1997, specimen type 2 with width 50 mm, at a speed of 5 mm per minute. EN 12311-2 should only be used for non-polyolefinic GBR-P.
Report in all cases the maximum strength measured according to the test method
SIST EN 15382:2013
EN 15382:2013 (E) 13 Table 1 (continued)
Requirement Test methods Remarks No. Property to be tested GBR-P GBR-B GBR-C GBR-P GBR-B GBR-C
6 Elongation A A A EN ISO 527-1, EN ISO 527-3 EN ISO 527-4 or EN 12311-2 EN 12311-1 EN ISO 10319 For non reinforced GBR-P use EN ISO 527-1 and EN ISO 527-3:1995, test specimen type 5 at a speed of 100 mm/min. For reinforced GBR-P use EN ISO 527-1 and EN ISO 527-4:1997, specimen type 2 with width 50 mm, at a speed
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