SIST EN 14695:2010

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.ODVWQRVWLAbdichtungsbahnen - Bitumenbahnen mit Trägereinlage für Abdichtungen von Betonbrücken und andere Verkehrsflächen aus Beton - Definitionen und EigenschaftenFeuilles souples d'étanchéité - Feuilles bitumineuses armées pour l'étanchéité de ponts et autres surfaces en béton circulables par les véhicules - Définitions et caractéristiquesFlexible sheets for waterproofing - Reinforced bitumen sheets for waterproofing of concrete bridge decks and other trafficked areas of concrete - Definitions and characteristics91.100.50Veziva. Tesnilni materialiBinders. Sealing materialsICS:Ta slovenski standard je istoveten z:EN 14695:2010SIST EN 14695:2010en,fr,de01-april-2010SIST EN 14695:2010SLOVENSKI
STANDARD



SIST EN 14695:2010



EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 14695
January 2010 ICS 91.100.50 English Version
Flexible sheets for waterproofing - Reinforced bitumen sheets for waterproofing of concrete bridge decks and other trafficked areas of concrete - Definitions and characteristics
Feuilles souples d'étanchéité - Feuilles bitumineuses armées pour l'étanchéité de ponts et autres surfaces en béton circulables par les véhicules - Définitions et caractéristiques
Abdichtungsbahnen - Bitumenbahnen mit Trägereinlage für Abdichtungen von Betonbrücken und andere Verkehrsflächen aus Beton - Definitionen und Eigenschaften This European Standard was approved by CEN on 21 November 2009.
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, Croatia, 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:
Avenue Marnix 17,
B-1000 Brussels © 2010 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 14695:2010: ESIST EN 14695:2010



EN 14695:2010 (E) 2 Contents Page Foreword .41Scope .52Normative references .53Terms and definitions .64Product characteristics .84.1General .84.2Sheet characteristics .84.2.1Visible defects .84.2.2Dimensions, tolerances and mass per unit area .84.2.3Initial amount of mineral surface protection .94.2.4Tensile properties .94.2.5Water absorption .94.2.6Flexibility at low temperature .94.2.7Flow resistance at elevated temperature .94.2.8Dimensional stability at elevated temperatures .94.2.9Thermal ageing behaviour .94.3Performance related characteristics. 104.3.1General . 104.3.2Bond strength . 104.3.3Shear strength . 104.3.4Crack bridging ability . 104.3.5Compatibility by heat conditioning . 104.3.6Resistance to compaction of an asphalt layer . 104.3.7Behaviour of bitumen sheets during application of mastic asphalt . 104.3.8Watertightness . 114.4Dangerous substances . 115Evaluation of conformity . 115.1General . 115.2Initial type testing (ITT) . 115.2.1General . 115.2.2Sampling . 115.3Factory production control (FPC) . 125.3.1General . 125.3.2Frequency of testing . 126Product data sheet. 127Marking, labelling and packaging . 12Annex A (normative)
Initial type testing and frequencies of testing for factory production control . 14Annex B (normative)
Determination of dimensional stability at 160 °C . 16B.1General . 16B.2Procedure . 16B.3Precision of test method . 16B.4Test report . 16Annex C (informative)
Example of a product data sheet . 17Annex D (normative)
Determination of the initial amount of mineral surface protection . 19D.1General . 19D.2Apparatus and materials . 19SIST EN 14695:2010



EN 14695:2010 (E) 3 D.3Procedure . 19D.4Calculations and expression of results . 19D.5Precision of the test method . 19D.6Test report . 19Annex ZA (informative)
Clauses of this European Standard addressing provisions of the EU Construction Products Directive . 20ZA.1Scope and relevant characteristics . 20ZA.2Procedure for attestation of conformity . 22ZA.2.1System of attestation of conformity . 22ZA.2.2EC certificate and declaration of conformity . 23ZA.3CE marking and labelling. 23Bibliography . 27
SIST EN 14695:2010



EN 14695:2010 (E) 4 Foreword This document (EN 14695:2010) has been prepared by Technical Committee CEN/TC 254 “Flexible sheets for waterproofing”, the secretariat of which is held by BSI. 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 July 2010, and conflicting national standards shall be withdrawn at the latest by October 2011. 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 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(s). For relationship with EU Directive(s), see informative Annex ZA, which is an integral part of this document. 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, Croatia, 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 the United Kingdom. SIST EN 14695:2010



EN 14695:2010 (E) 5 1 Scope This European Standard specifies characteristics and performance of reinforced bitumen sheets for waterproofing of concrete bridge decks and other trafficked areas of concrete where the waterproofing system is bonded to the concrete deck and overlaid by asphalt. The standard also specifies the test methods used for verifying the characteristics and performance. 2 Normative references The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 1107-1, Flexible sheets for waterproofing — Part 1: Bitumen sheets for roof waterproofing — Determination of dimensional stability EN 1109, Flexible sheets for waterproofing — Bitumen sheets for roof waterproofing — Determination of flexibility at low temperature EN 1110, Flexible sheets for waterproofing — Bitumen sheets for roof waterproofing — Determination of flow resistance at elevated temperature EN 1296, Flexible sheets for waterproofing — Bitumen, plastic and rubber sheets for roofing — Method of artificial ageing by long term exposure to elevated temperature EN 1848-1, Flexible sheets for waterproofing — Determination of length, width and straightness — Part 1: Bitumen 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 1850-1, Flexible sheets for waterproofing — Determination of visible defects — Part 1: Bitumen sheets for roof waterproofing EN 12039:1999, Flexible sheets for waterproofing — Bitumen sheets for roof waterproofing — Determination of adhesion of granules EN 12311-1, Flexible sheets for waterproofing — Part 1: Bitumen sheets for roof waterproofing — Determination of tensile properties EN 13375:2004, Flexible sheets for waterproofing — Waterproofing of concrete bridge decks and other concrete surfaces trafficable by vehicles — Specimen preparation EN 13416:2001, Flexible sheets for waterproofing — Bitumen, plastic and rubber sheets for roof waterproofing — Rules for sampling EN 13596, Flexible sheets for waterproofing — Waterproofing of concrete bridge decks and other concrete surfaces trafficable by vehicles — Determination of bond strength EN 13653, Flexible sheets for waterproofing — Waterproofing of concrete bridge decks and other concrete surfaces trafficable by vehicles — Determination of shear strength EN 14223, Flexible sheets for waterproofing — Waterproofing of concrete bridge decks and other concrete surfaces trafficable by vehicles — Determination of water absorption SIST EN 14695:2010



EN 14695:2010 (E) 6 EN 14224, Flexible sheets for waterproofing — Waterproofing of concrete bridge decks and other concrete surfaces trafficable by vehicles — Determination of crack bridging ability EN 14691, Flexible sheets for waterproofing — Waterproofing of concrete bridge decks and other concrete surfaces trafficable by vehicles — Compatibility by heat conditioning EN 14692:2005, Flexible sheets for waterproofing — Waterproofing of concrete bridge decks and other concrete surfaces trafficable by vehicles — Determination of the resistance to compaction of an asphalt layer EN 14693, Flexible sheets for waterproofing — Waterproofing of concrete bridge decks and other concrete surfaces trafficable by vehicles — Determination of the behaviour of bitumen sheets during application of mastic asphalt EN 14694, Flexible sheets for waterproofing — Waterproofing of concrete bridge decks and other concrete surfaces trafficable by vehicles — Determination of resistance to dynamic water pressure after damage by pre-treatment EN ISO 9001, Quality management systems — Requirements (ISO 9001:2008) 3 Terms and definitions For the purposes of this document, the terms and definitions given in EN 13375:2004, EN 13416:2001 and the following apply. 3.1 waterproofing action to prevent the passage of water from one plane to another 3.2 bridge waterproofing system assembly of layers between a concrete bridge deck (or other trafficked areas of concrete) and an overlay
NOTE 1 See Figure 1. NOTE 2 Generally comprises a primer, the reinforced bitumen sheet (or the assembly of several reinforced bitumen sheets) and the protection layer if specified by the manufacturer. SIST EN 14695:2010



EN 14695:2010 (E) 7 536124
Key 1
concrete bridge deck 2
primer 3
reinforced bitumen sheet(s) 4
protection layer 5
overlay 6
bridge waterproofing system (2 + 3 and 4 if specified) Figure 1 — Schematic section of bridge waterproofing system 3.3 carrier material incorporated into or onto a factory-made reinforced bitumen sheet to ensure its stability and/or mechanical resistance 3.4 backing material incorporated onto a factory-made reinforced bitumen sheet without a permanent mechanical function 3.5 surfacing material applied on one or both sides of reinforced bitumen sheets, either as a permanent light surface protection on the upper surface or as an anti-sticking substance of the reinforced bitumen sheets 3.6 batch amount of product manufactured to the same specification within a maximum period of 24 h 3.7 manufacturer’s limiting value
MLV value stated by the manufacturer to be met during testing NOTE The MLV can be a minimum or a maximum value according to statements made under product characteristics of this European Standard. SIST EN 14695:2010



EN 14695:2010 (E) 8 3.8 manufacturer’s declared value
MDV value declared by the manufacturer accompanied by a declared tolerance 3.9 primer initial coating applied directly to the prepared concrete deck prior to the bridge waterproofing system being installed to achieve adhesion to the concrete surface NOTE The primer can be made up by one or more layers of bituminous products or resin based products. 3.10 reinforced bitumen sheet factory made flexible layer of bitumen with internal or external incorporation of one or more carriers, supplied in roll form ready to use 3.11 protection layer first layer above the reinforced bitumen sheet, the aim of which being to protect the sheet from mechanical damage NOTE Depending on the bridge waterproofing system, this layer can have an additional waterproofing function. 3.12 overlay asphalt layer immediately above the bridge waterproofing system NOTE Typically, the overlay can be made up of asphalt concrete, sand asphalt or coarse aggregate mastic asphalt.
4 Product characteristics 4.1 General Where a tolerance is defined by this European Standard it does not have to be declared by the manufacturer. When tested for purposes other than initial type testing or factory production control (see 5.1), the tests to determine product characteristics indicated in this European Standard shall be started within one month of delivery from the manufacturer. 4.2 Sheet characteristics 4.2.1 Visible defects The product shall be free of visible defects, as determined in accordance with EN 1850-1. 4.2.2 Dimensions, tolerances and mass per unit area The length, width and straightness shall be determined in accordance with EN 1848-1. The length and width shall not be shorter than the manufacturer's limiting value. The maximum deviation from straightness shall not exceed 20 mm per 10 m length, or in proportion for other lengths (e.g. 10 mm per 5 m length). Where a product is specified by mass per unit area, it shall be measured in accordance with EN 1849-1, and the results shall lie within the declared tolerance of the manufacturer's declared value. SIST EN 14695:2010



EN 14695:2010 (E) 9 Where a product is specified by thickness, it shall be measured in accordance with EN 1849-1 and the results shall lie within the declared tolerance of the manufacturer's declared value. Where sheets with incorporated mineral protection are specified by thickness, the measurement of thickness may additionally be carried out on the granule-free selvedge. This shall be declared in the report. 4.2.3 Initial amount of mineral surface protection The initial amount of mineral surface protection shall be determined in accordance with EN 12039:1999, Annex B, except that a 125 µm sieve shall be used. If a distinction is to be made between the different sides of the sheet the initial amount of mineral surface protection shall be determined in accordance with Annex D. The results for the test used shall lie within the declared tolerance of the manufacturer's declared value. 4.2.4 Tensile properties The tensile properties shall be determined in accordance with EN 12311-1 and the results (for the longitudinal and transverse directions) shall lie within the declared tolerance of the manufacturer's declared value. 4.2.5 Water absorption The content of water absorbed shall be determined in accordance with EN 14223. The water absorption shall be less than or equal to the manufacturer's limiting value. 4.2.6 Flexibility at low temperature The flexibility at low temperature shall be determined in accordance with EN 1109. The result shall be less than or equal to the manufacturer's limiting value. NOTE This test does not give results that directly correspond to the application conditions in practice. Results should only be used to compare products of similar thickness and construction. 4.2.7 Flow resistance at elevated temperature The flow resistance at elevated temperature shall be determined in accordance with EN 1110. The result shall be greater than or equal to the manufacturer's limiting value. 4.2.8 Dimensional stability at elevated temperatures The dimensional stability at elevated temperature shall be determined in accordance with EN 1107-1 (24 h at 80 °C). The result shall be less than or equal to the manufacturer's limiting value. For reinforced bitumen sheets to be used with a layer of coarse aggregate mastic asphalt directly on the reinforced bitumen sheet, the dimensional stability at elevated temperatures (1 h at 160 °C) shall be evaluated in accordance with Annex B when subject to regulatory requirements, and may be evaluated when not subject to such requirements. The test result shall be less than or equal to the manufacturer's limiting value. NOTE The test at 80 °C is intended to determine the dimensional changes as a result of production-induced internal stresses under the effect of heat. When combined with a coarse aggregate mastic asphalt layer, the effect of heat is much larger and can cause severe shrinkage to the reinforced bitumen sheet. This effect is therefore declared as well for sheets intended for use in combination with a coarse aggregate mastic asphalt layer. 4.2.9 Thermal ageing behaviour In order to verify the thermal ageing behaviour of the product, characteristics shall be determined before and after exposure in accordance with EN 1296 for a period of 12 weeks. The relevant characteristics are the flexibility at low temperature and the flow resistance at elevated temperature. The flexibility at low temperature shall be determined in accordance with EN 1109 (see 4.2.6) and the results shall be less than or equal to the SIST EN 14695:2010



EN 14695:2010 (E) 10 manufacturer's limiting value. The flow resistance at elevated temperature shall be determined in accordance with EN 1110 (see 4.2.7) and the results shall lie within the declared tolerance of the manufacturer’s declared value. NOTE The purpose of testing in accordance with EN 1296 is to characterize the long-term thermal stability of bitumen. Results should only be used to qualitatively compare products of similar thickness, construction and composition and they cannot be used for general durability classification. The chosen exposure duration for thermal ageing in accordance with EN 1296 has no relevance to real exposure conditions. 4.3 Performance related characteristics 4.3.1 General Test specimens for performance-related testing shall be prepared in accordance with EN 13375. Where a sheet can be used in more than one waterproofing system, some of the following tests shall require repeating. 4.3.2 Bond strength The bond strength shall be determined in accordance with EN 13596, and shall be greater than or equal to the manufacturer's limiting value. 4.3.3 Shear strength The shear strength shall be determined in accordance with EN 13653, and shall be greater than or equal to the manufacturer's limiting value. 4.3.4 Crack bridging ability Where required the crack bridging ability of fully bonded reinforced bitumen sheets shall be determined in accordance with EN 14224 and the temperature shall be lower than or equal to the manufacturer's limiting value. Testing on type 3 specimens covers also type 1 specimens. The crack bridging ability shall be evaluated when subject to regulatory requirements, and may be evaluated when not subject to such requirements. 4.3.5 Compatibility by heat conditioning The compatibility by heat conditioning shall be determined in accordance with EN 14691. The test result shall be greater than or equal to the manufacturer's limiting value. 4.3.6 Resistance to compaction of an asphalt layer For reinforced bitumen sheets to be used with a compacted asphalt layer directly on the reinforced bitumen sheet, the resistance of the reinforced bitumen sheet to compaction of an asphalt layer shall be determined in accordance with EN 14692:2005, method 1 or method 2, and a resistant result is required to demonstrate product compliance with this European Standard. 4.3.7 Behaviour of bitumen sheets during application of mastic asphalt Only a bitumen sheet intended for use with a protection layer of coarse aggregate mastic asphalt shall be tested to determine its behaviour during application of mastic asphalt in accordance with EN 14693. The test results shall be less than or equal to the manufacturer's limiting value. SIST EN 14695:2010



EN 14695:2010 (E) 11 4.3.8 Watertightness The watertightness of the reinforced bitumen sheet (or double sheet system) shall be determined in accordance with EN 14694 without pretreatment and shall give a pass result. 4.4 Dangerous substances For products placed on the market within the European Economic Area, see ZA.1. Outside the EEA products shall conform to any applicable provisions related to dangerous substances valid in the place of use. Bitumen sheets covered by this standard shall not contain asbestos or coal tar constituents. The manufacturer shall disclose on the product wrapper and in the health and safety data sheets the use of any additive or constituent regulated as hazardous in the country of intended use. NOTE See also Bibliography [3] and [4]. 5 Evaluation of conformity 5.1 General The compliance of the product with the requirements of this European Standard and with the stated values shall be demonstrated by:  initial type testing;  factory production control by the manufacturer, including product assessment. For the purposes of testing, the product may be grouped into families, where it is considered that the results from any one product within the family, for the selected property, are representative for all products within that family. 5.2 Initial type testing (ITT) 5.2.1 General Initial type testing shall be performed to show conformity with this European Standard. Tests previously performed in accordance with the provisions of this European Standard (same product, same characteristic(s), test method, sampling procedure, system of attestation of conformity, etc.) may be taken into account. In addition, initial type testing shall be performed at the beginning of the production of a new product type (unless a member of the same family) or at the beginning of a new method of production (where this may affect the stated properties). All characteristics in Clause 4 shall be subject to initial type testing, where relevant. Whenever a change occurs in the product design, the raw material or supplier of the components, or the production process (subject to the definition of a family), which would change significantly one or more of the characteristics, the type tests shall be repeated for the appropriate characteristic(s). 5.2.2 Sampling Samples shall be taken according to EN 13416 and specimens shall be prepared according to EN 13375. SIST EN 14695:2010



EN 14695:2010 (E) 12 5.3 Factory production control (FPC) 5.3.1 General The manufacturer shall establish, document and maintain an FPC system to ensure that the products placed on the market conform to the stated performance characteristics. The FPC system shall consist of procedures, regular inspections and tests and/or assessments, and the use of the results to control raw and other incoming materials or components, equipment, the production process and the product. An FPC system conforming with the requirements of EN ISO 9001, and made specific to the requirements of this European Standard, shall be considered to satisfy these requirements. The results of inspections, tests or assessments requiring action shall be recorded, as shall any action taken. The action to be taken when control values or criteria are not met shall be recorded. 5.3.2 Frequ
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