SIST EN 13877-2:2005
(Main)Concrete pavements - Part 2: Functional requirements for concrete pavements
Concrete pavements - Part 2: Functional requirements for concrete pavements
This European Standard specifies requirements for concrete pavements cast in-situ and compacted by vibration.
It also covers concrete sub-bases as well as wearing courses on bridges.
This European Standard covers concrete pavements in motorways, airfields, pedestrian streets, cycle tracks, storage areas and, in general, all traffic-bearing structures.
Fahrbahnbefestigungen aus Beton - Teil 2: Funktionale Anforderungen an Fahrbahnbefestigungen aus Beton
Dieses Dokument legt Anforderungen an Fahrbahnbefestigungen aus Beton fest, die am Einbauort hergestellt und durch Vibration verdichtet werden.
Sie gilt auch für Betontragschichten sowie für Decken von Brücken.
Dieses Dokument behandelt Fahrbahnbefestigungen aus Beton für Straßen, Flugplätze, Fußgängerwege, Fahrradwege, Lagerplätze und allgemein sämtliche verkehrsbelastete Befestigungen.
Chaussées en béton - Partie 2 : Exigences fonctionnelles pour les chaussées en béton
La présente Norme européenne spécifie les exigences pour les chaussées en béton coulé en place et serrées par vibrations.
Elle couvre également les couches de fondation en béton ainsi que les couches de roulement sur les ponts.
La présente Norme européenne concerne les chaussées en béton des routes, aéroports, rues piétonnes, pistes cyclables, zones de stockage et, en général, toutes les structures supportant une circulation.
Betonska vozišča – 2. del: Funkcionalne zahteve za betonska vozišča
General Information
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Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.þDFahrbahnbefestigungen aus Beton - Teil 2: Funktionale Anforderungen an Fahrbahnbefestigungen aus BetonChaussées en béton - Partie 2 : Exigences fonctionnelles pour les chaussées en bétonConcrete pavements - Part 2: Functional requirements for concrete pavements93.080.20Materiali za gradnjo cestRoad construction materials91.100.30Beton in betonski izdelkiConcrete and concrete productsICS:Ta slovenski standard je istoveten z:EN 13877-2:2004SIST EN 13877-2:2005en01-januar-2005SIST EN 13877-2:2005SLOVENSKI
STANDARD
SIST EN 13877-2:2005
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 13877-2August 2004ICS 93.080.20English versionConcrete pavements - Part 2: Functional requirements forconcrete pavementsChaussées en béton - Partie 2 : Exigences fonctionnellespour les chaussées en bétonFahrbahnbefestigungen aus Beton - Teil 2: FunktionaleAnforderungen an Fahrbahnbefestigungen aus BetonThis European Standard was approved by CEN on 24 June 2004.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 Central Secretariat 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 Central Secretariat has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia,Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2004 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 13877-2:2004: ESIST EN 13877-2:2005
EN 13877-2:2004 (E) 2 Contents page Foreword.3 1 Scope.4 2 Normative references.4 3 Terms and definitions, symbols and abbreviations.5 3.1 Terms and definitions.5 3.2 Symbols and abbreviations.5 4 Functional requirements for concrete pavements.6 4.1 General.6 4.2 Strength of concrete pavements.6 4.2.1 General.6 4.2.2 Core compressive strength.7 4.2.3 Core tensile splitting strength.8 4.3 Thickness of concrete pavements.8 4.3.1 General.8 4.3.2 Method 1 (from cores).9 4.3.3 Method 2 (by a non destructive method).9 4.4 Density of concrete pavements.9 4.5 Freeze/-thaw resistance.10 4.6 Wear resistance of concrete pavements to studded tyres.10 4.7 Bond between two concrete layers.10 4.8 Dowels and tie bars.11 4.9 Resistance against fuel and oil penetration.11 5 Categories of quality controls for concrete pavements.11 Annex A (informative)
Method of evaluating concrete core strength.12 Annex B (normative)
Functional requirements for penetration in pavements with high risk of exposure to fuel, oil and other chemical liquids.13
SIST EN 13877-2:2005
EN 13877-2:2004 (E) 3 Foreword This document (EN 13877-2:2004) 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 February 2005, and conflicting national standards shall be withdrawn at the latest by May 2006. This European Standard is one of a series of standards as listed below: EN 13877-1, Concrete pavements — Part 1: Materials. EN 13877-2, Concrete pavements — Part 2: Functional requirements for concrete pavements. prEN 13877-3, Concrete pavements — Part 3: Specifications for dowels to be used in concrete pavements. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard : Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.
SIST EN 13877-2:2005
EN 13877-2:2004 (E) 4 1 Scope This document specifies requirements for concrete pavements cast in-situ and compacted by vibration. It also covers concrete sub-bases as well as wearing courses on bridges. This document covers concrete pavements in motorways, airfields, pedestrian streets, cycle tracks, storage areas and, in general, all traffic-bearing structures. 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 206-1, Concrete — Part 1: Specification, performance, production and conformity. EN 12350-1, Testing fresh concrete — Part 1: Sampling. EN 12390-1, Testing hardened concrete — Part 1: Shape, dimensions and other requirements for specimens and moulds. EN 12390-2, Testing hardened concrete — Part 2: Making and curing specimens for strength tests. EN 12390-6, Testing hardened concrete — Part 6: Tensile splitting strength of test specimens. EN 12390-7, Testing hardened concrete — Part 7: Density of hardened concrete. EN 12390-8, Testing hardened concrete — Part 8: Depth of penetration of water under pressure. prEN 12390-9 , Testing hardened concrete — Part 9: Freeze/thaw resistance — Scaling. EN 12504-1, Testing concrete in structures — Part 1: Cored specimens — Testing, examining and testing in compression. EN 13863-1, Concrete pavements — Part 1: Test method for the determination of the thickness of a concrete pavement by survey method. EN 13863-2, Concrete pavements — Part 2: Test method for the determination of the bond between two layers. prEN 13863-3, Concrete pavements — Part 3: Test methods for the determination of the thickness of a concrete pavement from cores. prEN 13863-4, Concrete pavements — Part 4: Test methods for the determination of wear resistance of concrete pavements to studded tyres.
prEN 13877-1, Concrete pavements — Part 1: Materials. SIST EN 13877-2:2005
EN 13877-2:2004 (E) 5 3 Terms and definitions, symbols and abbreviations For the purposes of this document, the following terms, definitions, symbols and abbreviations apply. 3.1 Terms and definitions 3.1.1 maturity measure of strength gain of concrete as a function of the product of temperature and length of a specific time interval 3.1.2 characteristic strength value of strength below which 5 % of the population of all possible strength determinations of the volume of concrete under consideration are expected to fall 3.1.3 functional requirements properties of a concrete pavement that ensure compliance with the design requirements 3.1.4 jointed unreinforced concrete pavement concrete pavement with transverse joints at intervals of generally from 3,5 m to 7,5 m. The slabs are not reinforced and the load transfer across transverse joints is provided either by round steel dowels (dowelled) or by aggregate interlock only (undowelled) 3.1.5 jointed reinforced concrete pavement concrete pavement with transverse joints at intervals of generally from 8 m to 25 m. These joints may be either contraction or expansion joints. The pavement slabs contain steel reinforcement in both the longitudinal and transverse directions. The longitudinal reinforcement does not cross the transverse joints, which are usually doweled 3.1.6 continuously reinforced concrete pavement (CRCP) concrete pavement with continuous longitudinal steel reinforcement and no intermediate transverse expansion or contraction joints 3.1.7 continuously reinforced concrete roadbase (CRCR) concrete layer with continuous longitudinal steel reinforcement and no intermediate joints, having a percentage of steel lower than in a CRCP, and covered with a bituminous wearing layer 3.1.8 contraction joint formed, sawn or tooled grooves in a concrete pavement to create a weakened plane and to control the location of cracking resulting from the dimensional change of the structure. It could be transverse or longitudinal 3.1.9 expansion joint separation between pavement slabs filled with a compressible material 3.2 Symbols and abbreviations CC8 to CC100 compressive strength classes for concrete SC1,3 to SC6,0 tensile splitting classes for concrete fck,core characteristic compressive strength of concrete determined from cores SIST EN 13877-2:2005
EN 13877-2:2004 (E) 6 ftk,core characteristic tensile splitting strength of concrete determined from cores T1 to T5 categories for thickness tolerance DMAX the nominal maximum size of the coarse aggregate, expressed in millimetre (mm) FT0 to FT2 categories for freeze/thaw resistance m28 and m56 mass loss after 28 days and 56 days, expressed in kilogram per square metre (kg/m2) WR0 to WR4 categories for wear resistance of concrete pavement to studded tyres RWI relative wear index value Xm mean value of bond strength between two concrete layers, expressed in Newton per millimetre (N/mm2) xi individual result for compressive or tensile splitting strength determined from cores x4m mean value of 4 consecutive results of compressive or tensile splitting strength determined from cores fv
is the required bond strength, expressed in Newton per square millimetres (N/mm²) sn
is the standard deviation; a value of 0,4 shall be used if sn < 0,4 4 Functional requirements for concrete pavements 4.1 General The appropriate functional requirements shall be specified. Jointed unreinforced concrete pavements shall not have visible cracks. 4.2 Strength of concrete pavements 4.2.1 General The strength of a concrete pavement shall be determined from cores, which have been cut from the full depth of the slab. The concrete strength shall be determined in accordance with one of the methods given in 4.2.2 and 4.2.3. The strength class shall be selected
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