SIST EN 1340:2003

Concrete kerb units - Requirements and test methods

This European Standard specifies materials, properties, requirements and test methods for unreinforced, cement bound precast concrete kerbs, channels and complementary fittings, that are particularly for use in external trafficked paved areas and roof coverings.
The units are used to fulfil one or more of the following:
Separation, physical or visual delineation, the provision of drainage or the containment of paved areas or other surfacing.
In case of regular use of studded tyres, additional requirements are sometimes needed.
This standard provides for the product marking and the evaluation of conformity of the product to this European standard.
Apart from the tolerances, this standard does not include requirements for cross-sections, shapes and dimensions.
This standard does not deal with the tactility or visibility of kerbs.

Bordsteine aus Beton - Anforderungen und Prüfverfahren

Diese Europäische Norm legt Materialien, Eigenschaften, Anforderungen und Prüfverfahren für unbewehrte Bordsteine, Rinnen und Ergänzungssteine aus zementgebundenem Beton fest, die für verkehrsmäßig genutzte befestigte Flächen und auf Dächern verwendet werden.
Die Teile werden verwendet, um einen oder mehrere der folgenden Zwecke zu erfüllen:
Trennung, physische oder visuelle Begrenzung, Entwässerung oder Einfassung befestigter Bereiche oder sonstiger Flächen.
Bei regelmäßiger Verwendung von Spikereifen sind manchmal zusätzliche Anforderungen notwendig.
Diese Norm regelt die Produktkennzeichnung und Konformitätsbewertung des Produkts nach dieser Europäischen Norm.
Bis auf Maßabweichungen beinhaltet diese Norm keine Anforderungen an Querschnitte, Formen und Maße.
Diese Norm befasst sich nicht mit der Tastbarkeit und visuellen Wahrnehmbarkeit von Bordsteinen.

Eléments pour bordures de trottoir en béton - Prescriptions et méthodes d'essai

La présente Norme européenne spécifie les matériaux, les propriétés, les prescriptions et les méthodes d'essai relatifs aux éléments de bordure ou de caniveaux préfabriqués, en béton non armé et a leurs pieces complémentaires, particulierement destinées aux zones de circulation extérieures revetues et aux produits de toiture.
Les éléments assurent l'une ou plusieurs des fonctions suivantes :
Séparation, délimitation physique ou visuelle, drainage ou butée de zones dallées ou d'autres revetements.
En cas d'utilisation réguliere de pneus cloutés, des prescriptions supplémentaires sont parfois nécessaires.
La présente Norme définit le marquage du produit et l'évaluation de sa conformité a la présente Norme européenne.
A l'exception des prescriptions relatives aux tolérances, la présente norme ne comprend pas de prescriptions applicables aux sections transversales, formes et dimensions.
La présente Norme ne traite pas de la perception visuelle ou tactile des bordures de trottoir.

Betonski robniki - Zahteve in preskusne metode

General Information

• Status: Published
• Publication Date: 30-Jun-2003
• ICS: 91.100.30 - Concrete and concrete products
• ICS: 93.080.20 - Road construction materials
• Technical Committee: BBB - Concrete, reinforced concrete and prestressed concrete
• Current Stage: 6100 - Translation of adopted SIST standards (Adopted Project)
• Start Date: 01-Oct-2005
• Due Date: 01-Oct-2005
• Completion Date: 01-Oct-2005
• 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
• Mandate: M/119 - Mandate to CEN/CENELEC concerning the execution of standardization work for harmonized standards on floorings
• Mandate: M/122 - Mandate to CEN/CENELEC concerning the execution of standardization work for harmonized standards on roof coverings, rooflights, roof windows and ancillary products
• Ref Project: EN 1340:2003 - Concrete kerb units - Requirements and test methods

Relations

• Corrected By: SIST EN 1340:2003/AC:2006 - Concrete kerb units - Requirements and test methods
• Effective Date: 22-Dec-2008
• Revises: oSIST prEN 1340:2010 - Concrete kerb units - Requirements and test methods
• Effective Date: 18-Jan-2023
• Revises: oSIST prEN 1340:2010 - Concrete kerb units - Requirements and test methods
• Effective Date: 19-Jan-2023
• Revised: oSIST prEN 1340:2010 - Concrete kerb units - Requirements and test methods
• Effective Date: 22-Dec-2008

Standards Content (Sample)

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Betonski robniki - Zahteve in preskusne metodeBordsteine aus Beton - Anforderungen und PrüfverfahrenEléments pour bordures de trottoir en béton - Prescriptions et méthodes d'essaiConcrete kerb units - Requirements and test methods93.080.20Materiali za gradnjo cestRoad construction materials91.100.30Beton in betonski izdelkiConcrete and concrete productsICS:Ta slovenski standard je istoveten z:EN 1340:2003SIST EN 1340:2003en01-julij-2003SIST EN 1340:2003SLOVENSKI
STANDARD



SIST EN 1340:2003



EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 1340April 2003ICS 93.080.20English versionConcrete kerb units - Requirements and test methodsBordures de trottoir en béton - Prescriptions et méthodesd'essaiBordsteine aus Beton - Anforderungen und PrüfverfahrenThis European Standard was approved by CEN on 16 October 2003.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the 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 translationunder the responsibility of a CEN member into its own language and notified to the Management Centre has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece,Hungary, Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Slovakia, Spain, Sweden, Switzerland and UnitedKingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2003 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 1340:2003 ESIST EN 1340:2003



EN 1340:2003 (E)2ContentspageForeword.51Scope.62Normative references.63Terms and definitions.74Requirements for materials.94.1General.94.2Asbestos.95Requirements for products.95.1General.95.2Shape and dimensions.105.2.1General.105.2.2Work dimensions.105.2.3Unit geometry.105.3Physical and mechanical properties.155.3.1General.155.3.2Weathering resistance.155.3.3Bending strength.155.3.4Abrasion resistance.165.3.5Slip/skid resistance.175.3.6Fire performance.175.3.7Thermal conductivity.175.4Visual aspects.175.4.1Appearance.175.4.2Texture.185.4.3Colour.186Evaluation of conformity criteria.186.1General.18Demonstration of conformity.18Assessment of conformity.186.2Type testing of the product.196.2.1Initial type testing.196.2.2Further type testing.196.2.3Sampling, testing and compliance criteria.196.3Factory production control.216.3.1General.216.3.2Equipment.216.3.3Raw and other incoming materials.216.3.4Production process.216.3.5Product testing.216.3.6Marking, storage and delivery of products.226.3.7Non-conforming products.226.3.8Product conformity criteria.227Marking.248Test report.24Annex A (informative)
Inspection schemes.26A.1Equipment inspection.26SIST EN 1340:2003



EN 1340:2003 (E)3A.2Materials inspection.27A.3Production process inspection.28A.4Product inspection.28A.5Switching rules.29Annex B (normative)
Procedure for acceptance testing of a consignment at delivery.30B.1General.30B.2Sampling procedure.30B.3Compliance criteria.31Annex C (normative)
Measurement of dimensions of a single unit.32C.1Preparation.32C.2Overall dimensions.32C.3Draw.33C.4Chase.33C.5Straightness and bow.33C.6Thickness of facing layer.33C.7Test report.34Annex D (normative)
Determination of freeze/thaw resistance with de-icing salt.35D.1Principle.35D.2Specimen.35D.3Materials.35D.4Apparatus.35D.5Preparation of test specimens.36D.6Procedure.39Calculation of test results.40D.8Test report.41Annex E (normative)
Determination of total water absorption.42E.1Principle.42E.2Specimen.42E.3Materials.42E.4Apparatus.42E.5Preparation of the test specimens.42E.6Procedure.42E.7Calculation of test results.43E.8Test report.43Annex F (normative)
Measurement of bending strength.44F.1Apparatus.44F.2Preparation.46F.3Procedure.46F.4Calculation of test results.46F.5Test report.47Annex G (normative)
Measurement of abrasion resistance.48G.1Principle of wide wheel abrasion test.48G.2Abrasive material.48G.3Apparatus.48G.4Calibration.53G.5Preparation of the specimen.53G.6Procedure.54G.7Measuring the groove.54G.8Calculation of test results.55G.9Test report.55Annex H (normative)
Measuring of abrasion according to the Böhme test.56H.1Principle.56H.2Abrasive material.56H.3Apparatus.56H.4Preparation of specimens.58SIST EN 1340:2003



EN 1340:2003 (E)4H.5Procedure.58H.6Calculation of test results.58H.7Test report.59Annex I (normative)
Method for the determination of unpolished slip resistance value(USRV).60I.1Principle.60I.2Apparatus.61I.3Calibration.67I.4Sampling.67I.5Procedure.67I.6Calculation of test results.68I.7Test report.68Annex J (normative)
Verification of visual aspects.69J.1Preparation.69J.2Procedure.69Annex K (informative)
Example of the application of the method for checking conformity ofbending strength by variables (6.3.8.3.B.).70K.1General.70K.2Basic formula.70K.3Acceptance factors.70K.4Standard deviations s.71K.5Application of switching rules.71K.6Results.71Annex ZA Annex ZA
(informative)
Clauses of this European Standard addressing theprovisions of the EU Construction Products Directive (89/106/EEC).73ZA.1 Scope and relevant characteristics.73ZA.2Attestation of conformity.75ZA.3CE marking and labelling.76SIST EN 1340:2003



EN 1340:2003 (E)5ForewordThis document (EN 1340:2003) has been prepared by Technical Committee CEN/TC 178 “Pavingunits and kerbs”, the secretariat of which is held by BSI.This European Standard shall be given the status of a national standard, either by publication of anidentical text or by endorsement, at the latest by October 2003, and conflicting national standardsshall be withdrawn at the latest by January 2005.This document has been prepared under Mandates M/119 and M/122 given to CEN by the EuropeanCommission and the Free Trade Association and supports the essential requirements of EUDirectives.For the relationship with the Construction Products Directive see informative annex ZA, which is anintegral part of this document.No existing European Standard is superseded.The annexes B, C, D, E, F, G, H, I and J are normative, the annexes A, K and ZA are informative.According to the CEN/CENELEC Internal Regulations, the national standards organizations of thefollowing countries are bound to implement this European Standard: Austria, Belgium, CzechRepublic, Denmark, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Luxembourg,Malta, Netherlands, Norway, Portugal, Slovakia, Spain, Sweden, Switzerland and the UnitedKingdom.SIST EN 1340:2003



EN 1340:2003 (E)61 ScopeThis European Standard specifies materials, properties, requirements and test methods for unreinforced,cement bound precast concrete kerb units, channels and complementary fittings, that are for use intrafficked paved areas and roof coverings.The units are used to fulfil one or more of the following:Separation, physical or visual delineation, the provision of drainage or the containment of paved areas orother surfacing.In case of regular use of studded tyres, additional requirements are sometimes needed.This standard provides for the product marking and the evaluation of conformity of the product to thisEuropean standard.Apart from the tolerances, this standard does not include requirements for cross-sections, shapes anddimensions.This standard does not deal with the tactility or visibility of kerbs.2 Normative referencesThis European Standard incorporates by dated and undated references, provisions from otherpublications. These normative references are cited at the appropriate places in the text, and thepublications are listed hereafter. For dated references subsequent amendments to or revisions of any ofthese publications apply to this European Standard only when incorporated in it by amendment orrevision. For undated references, the latest edition of the publication referred to applies (includingamendments).EN 10083-2, Quenched and tempered steels — Part 2: Technical delivery conditions for unalloyedquality steels.EN 13369, Common rules for precast concrete products.EN ISO 4288, Geometric product specification (GPS) - Surface texture - Profile method: Rules andprocedures for the assessment of surface texture (ISO 4288:1996).EN ISO 6506-1, Metallic materials - Brinell hardness test - Part 1: Test method.EN ISO 6506-2, Metallic materials - Brinell hardness test - Part 2: Verification and calibration oftesting machines.EN ISO 6506-3, Metallic materials - Brinell hardness test - Part 3: Calibration of reference blocks.ISO 48, Rubber, vulcanised or thermoplastic — Determination of hardness (hardness between10 IRHD and 100 IRHD).ISO 4662, Rubber — Determination of rebound resilience of vulcanizates.ISO 7619, Rubber — Determination of indentation hardness by means of pocket hardness meters.ISO 7873, Control charts for arithmetic average with warning limits.ISO 7966, Acceptance control charts.SIST EN 1340:2003



EN 1340:2003 (E)7ISO 8486-1:1996, Bond abrasives — Determination and designation of grainsize distribution —Macrogrits F4 to F220.3 Terms and definitionsFor the purposes of this European Standard, the following terms and definitions apply.3.1concrete kerb unitprecast concrete unit, intended to separate surfaces of the same or different levels to provide:¾ physical or visual delineation or containment;¾ individually or in combination with other kerbs, drainage channels;¾ separation between surfaces submitted to different kinds of traffic.3.2complementary fittingunit, sometimes a part of a kerb, channel etc, which is used as a transition piece for changes indirection, shape or height or a small piece to complete a line3.3overall lengthlength of a kerb excluding any interlocking features or spacers3.4heightdistance between the bed face and the top of the kerb3.5bed facelower surface in contact with the ground after laying3.6facesurface intended by the manufacturer to be seen when laid and in use3.7facing layerlayer of concrete on the face, or part of a face, of different materials and/or properties to the mainbody or backing layerNOTETo be distinguished from wipe, being a fine cement mortar or slurry applied to the surface of the kerb.3.8drawintended angle of the side face from the vertical plane over the full height of a kerb as shown inFigure 13.9chamferbevelled arris, as shown in Figure 1SIST EN 1340:2003



EN 1340:2003 (E)83.10arrispart of a kerb where two faces meet. It can be bevelled, rounded, chamfered, radiussed or splayed211aKey1 Chamfer2 Heighta DrawFigure 1 — Example of chamfer and draw3.11work dimensiondimension of a kerb specified for its manufacture to which the actual dimension should conform withinspecified permissible deviations3.12secondary processingmanufacturing process carried out after basic manufacture before or after hardening on the wholekerb or any surface3.13actual dimensiondimension of a kerb as measured3.14chased side faceside face of a concrete kerb, having a recessed profile3.15skid resistanceability to resist relative movement between a vehicle tyre and the trafficked concrete kerb surfaceSIST EN 1340:2003



EN 1340:2003 (E)93.16slip resistanceability to resist relative movement between a pedestrian foot and the trafficked concrete kerb surface3.17reference linekerb or channel line to which the unit is intended to be laid3.18traffic faceface of a kerb intended by the manufacturer to be above a road surface and which providescontainment of traffic3.19wipefine cement mortar or slurry applied to the surface of the units4 Requirements for materials4.1 GeneralOnly materials with suitability established in terms of their properties and performance shall be used inthe manufacture of concrete kerb units.The suitability requirements of the materials used shall be givenin the manufacturer’s production control documentation.Where, by conformity with relevant specifications, the properties and performance of materials havebeen demonstrated, further testing need not be performed.A reference scheme for materials inspection is given in annex A.4.2 AsbestosAsbestos, or materials containing asbestos, shall not be used.5 Requirements for products5.1 GeneralThe performance requirements of concrete kerb units are defined by classes which have associatedmarking designations.Kerbs may be produced with a single concrete throughout or with different facing and backing layers.When kerbs are produced with a facing layer this layer shall have a minimum thickness of 4 mm over thatarea claimed by the manufacturer to be faced, when measured in accordance with annex C. Isolatedparticles of aggregate protruding into the facing layer shall be ignored. The facing layer shall be anintegral part of the kerb.A bevelled arris exceeding 2 mm shall be described as chamfered. Its dimensions shall be declared bythe manufacturer.Kerbs may be produced with functional and/or decorative profiles, which shall not be included in the workdimensions of a kerb.SIST EN 1340:2003



EN 1340:2003 (E)10The surface of kerbs may be textured, secondary processed or treated chemically; these finishes ortreatments shall be described and declared by the manufacturer.5.2 Shape and dimensions5.2.1 GeneralAll references to dimensions in this subclause are to work dimensions.The conformity criteria corresponding to each requirement taken separately are given in 6.3.8.1. Thedimensions and deviations shall be measured according to annex C.National standards may specify kerb cross-sections and lengths.NOTEThe size of the space allocated to the kerb should include an allowance for joints and deviations.5.2.2 Work dimensionsThe work dimensions shall be stated by the manufacturer.NOTEThe recommended length of a straight kerb including joint is 1 000 mm.5.2.3 Unit geometry5.2.3.1 End treatmentKerbs may be produced with plain ends or with end features to facilitate interlocking or laying. Thesefeatures shall be declared by the manufacturer.Figures 2, 3 and 4 show examples.SIST EN 1340:2003



EN 1340:2003 (E)11ZxZyXYbLKeyY £ X – 3 mm and Zy £ Zx – 3 mmX minimum : ³ 1/5 b and ³ 20 mmX maximum : £ 1/3 b and £ 70 mmZy maximum : Y/2Tolerance on X and Zx - 1, + 2 mmTolerance on Y and Zy - 2, + 1 mmL Lengthb WidthFigure 2 — Example of interlocking feature; requirement of dimensions and permissibledeviationsSIST EN 1340:2003



EN 1340:2003 (E)12KeyL LengthFigure 3 — Example of dimensions of chase and drawSIST EN 1340:2003



EN 1340:2003 (E)13LHhWKeyH
Height of kerb unith
Height of recess or cut outW
WidthL
LengthFigure 4 — Example of a recess or cut-out on the bottom end of a kerb5.2.3.2 Radiussed kerbsRadiussed kerbs shall be described as convex or concave. The description shall refer to the referenceline. The radius of a kerb and its overall length shall be measured to and along its reference line.The preferred radii of the kerb are 0,5; 1; 2; 3; 4; 5; 6; 8; 10 and 15 m. The recommended length is780 mm. National standards may specify other radii and length.SIST EN 1340:2003



EN 1340:2003 (E)14243315a)b)Key1 Kerb2 Carriageway3 Length4 Radius5 ChannelFigure 5 — Examples of radiussed kerbs, a) concave and b) convex5.2.3.3 Permissible deviationsThe values for the permissible deviations on the manufacturer's declared work dimensions are as givenbelow:Length: ± 1 % to the nearest millimetre with a minimum of4 mm, not exceeding 10 mm.Other dimensions, except radius:for faces:± 3 % to the nearest millimetre with a minimum of 3 mm, not exceeding 5 mm.for other parts:± 5 % to the nearest millimetre with a minimum of 3 mm, not
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