EN 13036-6:2008
(Main)Road and airfield surface characteristics - Test methods - Part 6: Measurement of transverse and longitudinal profiles in the evenness and megatexture wavelength ranges
Road and airfield surface characteristics - Test methods - Part 6: Measurement of transverse and longitudinal profiles in the evenness and megatexture wavelength ranges
This European Standard establishes the minimum requirements and criteria for classification and measurement procedures with profiling devices, designed for the measurement of transverse and/or longitudinal profiles in the unevenness and megatexture wavelength ranges. Recommendations for verification and calibration are included.
Profiling devices are equipment to measure evenness of pavements in the longitudinal and/or in the transverse direction of the pavement.
Highway agencies, airfield authorities, equipment manufacturers, and other organizations can use this standard to define the measuring capabilities of survey equipment that collects the data necessary to characterize surface conditions.
Evenness measurements can be performed by means of static or dynamic devices. The standard includes high-speed, low-speed, and stationary equipment.
NOTE A dynamic measurement is a measurement executed out of a device running in the normal traffic flow at the accepted minimum speed or at higher speed (high-speed).
Oberflächeneigenschaften von Straßen und Flugplätzen - Prüfverfahren - Teil 6: Bestimmung der Quer- und Längsprofile in den Wellenlängen der Ebenheit und der Megatextur
Diese Europäische Norm legt die Mindestanforderungen und Kriterien für Klassifizierungs- und Messverfahren mit Profilaufnahmegeräten fest, die für die Messung der Quer- und Längsprofile in den Wellenlängen der Ebenheit und der Megatextur ausgelegt sind. Empfehlungen für Verifizierung und Kalibrierung sind ebenfalls enthalten.
Profilaufnahmegeräte sind Geräte für das Messen der Ebenheit von Fahrbahnbelägen in Längs- und/oder Querrichtung des Fahrbahnbelags.
Autobahnbehörden, Flughafenverwaltungen, Gerätehersteller und andere Organisationen können diese Norm nutzen, um das Mess¬vermögen von Geräten für die Straßenzustandserfassung festzustellen, welche die für die Charakterisierung der Oberflächen¬zustände erforderlichen Daten erfassen.
Messungen der Ebenheit können mittels statischen oder dynamischen Einrichtungen durchgeführt werden. Diese Norm umfasst Geräte für hohe Geschwindigkeit und niedrige Geschwindigkeit sowie stationäre Geräte.
ANMERKUNG Eine dynamische Messung ist eine Messung, durchgeführt mit einer Einrichtung, die im normalen Verkehrsfluss bei zugelassener Mindestgeschwindigkeit oder höherer Geschwindigkeit (Hochgeschwindigkeit) fährt.
Caractéristiques de surface des routes et aérodromes - Méthodes d'essais - Partie 6 : Mesure de profils transversaux et longitudinaux dans le domaine de longueurs d'onde correspondant à l'uni et à la mégatexture
La présente Norme européenne établit les exigences et critères minimaux relatifs aux procédures de
classification et de mesurage au moyen des dispositifs de relèvement de profil conçus pour le mesurage des
profils transversaux et/ou longitudinaux dans les domaines de longueurs d'onde correspondant à l'uni et à la
mégatexture. Il comprend également des recommandations relatives à la vérification et à l'étalonnage.
Les dispositifs de relèvement de profil sont des équipements permettant de mesurer l'uni des revêtements de
chaussée dans le sens longitudinal et/ou transversal de la route ou de la piste d'aérodrome.
Les agences d'autoroutes, fabricants d'équipements et autres organismes peuvent utiliser la présente norme
pour définir les capacités de mesurage d'un équipement d'expertise qui recueille les données nécessaires à la
caractérisation des états de surface.
Les mesurages de l'uni peuvent être effectués au moyen de dispositifs statiques ou dynamiques. La présente
norme inclut les équipements stationnaires ainsi que les équipements à grande vitesse et à faible vitesse.
NOTE Une mesure dynamique est une mesure exécutée par un équipement roulant dans le flot de circulation à la
vitesse minimale admise ou à une vitesse supérieure (grande vitesse).
Značilnosti cestnih in letaliških površin - Preskusne metode - 6. del: Merjenje prečnega in vzdolžnega profila valovnih dolžin v območjih ravnosti in megahrapavosti
General Information
Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.PHJDKUDSDYRVWLOberflächeneigenschaften von Straßen und Flugplätzen - Prüfverfahren - Teil 6: Bestimmung der Quer- und Längsprofile in den Wellenlängen der Ebenheit und der MegatexturCaractéristiques de surface des routes et aéroports - Méthodes d'essais - Partie 6 : Mesure de profils transversaux et longitudinaux dans le domaine de longueurs d'onde correspondant a l'uni et a la mégatextureRoad and airfield surface characteristics - Test methods - Part 6: Measurement of transverse and longitudinal profiles in the evenness and megatexture wavelength ranges93.120Construction of airports93.080.10Gradnja cestRoad construction17.040.20Lastnosti površinProperties of surfacesICS:Ta slovenski standard je istoveten z:EN 13036-6:2008SIST EN 13036-6:2009en,fr,de01-januar-2009SIST EN 13036-6:2009SLOVENSKI
STANDARD
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 13036-6March 2008ICS 93.080.10; 93.120 English VersionRoad and airfield surface characteristics - Test methods - Part 6:Measurement of transverse and longitudinal profiles in theevenness and megatexture wavelength rangesCaractéristiques de surface des routes et aérodromes -Méthodes d'essais - Partie 6 : Mesure de profilstransversaux et longitudinaux dans le domaine delongueurs d'onde correspondant à l'uni et à la mégatextureOberflächeneigenschaften von Straßen und Flugplätzen -Prüfverfahren - Teil 6: Bestimmung der Quer- undLängsprofile in den Wellenlängen der Ebenheit und derMegatexturThis European Standard was approved by CEN on 4 February 2008.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 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 translationunder the responsibility of a CEN member into its own language and notified to the CEN Management Centre has the same status as theofficial versions.CEN members are the national standards bodies of Austria, Belgium, Bulgaria, 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 STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2008 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 13036-6:2008: ESIST EN 13036-6:2009
Introduction This European Standard details the criteria for classifying profilometers according to profiling capabilities as well as the procedures for measuring transverse and longitudinal profiles in the evenness and megatexture wavelength ranges, independent of the test method and the equipment used. The requirements regarding the performance of the measurement shall be independent of the measurement method used. This basic principle permits the development of new technologies and a variety of measurement devices without the need to modify this standard. This European Standard is restricted to requirements about measurement specifications (e.g. accuracy, resolution, wavelength range). Compliance with the requirements and classifications outlined in this standard will result in a geometrical representation of a profile intended to be used for research purposes or for further analysis aiming at summary indices for transverse profiles and/or longitudinal profiles in the evenness and megatexture wavelength ranges.
Evenness of pavements is important for reasons of safety, comfort and behaviour of vehicles, (pay)loads, road and bridge constructions, fuel consumption, etc. Evenness demands are related to the speed limits, the kind of traffic, the climatic conditions, the accepted comfort limits, etc. SIST EN 13036-6:2009
1 Scope This European Standard establishes the minimum requirements and criteria for classification and measurement procedures with profiling devices, designed for the measurement of transverse and/or longitudinal profiles in the unevenness and megatexture wavelength ranges. Recommendations for verification and calibration are included. Profiling devices are equipment to measure evenness of pavements in the longitudinal and/or in the transverse direction of the pavement. Highway agencies, airfield authorities, equipment manufacturers, and other organizations can use this standard to define the measuring capabilities of survey equipment that collects the data necessary to characterize surface conditions. Evenness measurements can be performed by means of static or dynamic devices. The standard includes high-speed, low-speed, and stationary equipment. NOTE A dynamic measurement is a measurement executed out of a device running in the normal traffic flow at the accepted minimum speed or at higher speed (high-speed). 2 Terms and definitions For the purposes of this document, the following terms and definitions apply. 2.1 longitudinal profile intersection between the pavement surface and a conventional reference plane perpendicular to the pavement surface and parallel to the lane direction 2.2 transverse profile intersection between the pavement surface and a reference plane perpendicular to the pavement surface and to the lane direction 2.3 wavelength distance between periodically repeated parts of a sinusoidal curve 2.4 unevenness deviation of a pavement surface from a true filtered planar surface in a wavelength range of 0,5 m to 50 m 2.5 megatexture deviation of a pavement surface from a filtered true planar surface in a wavelength range of 50 mm to 500 mm 2.6 profiling method in which a measurement of a pavement surface profile is recorded for subsequent analysis. The profile data are used for calculating certain mathematically defined parameters 2.7 crossfall transverse gradient across a section or full width of a pavement measured perpendicular to the centre line
angle between the horizontal and a line touching the surface at a point to the left of the left wheel path and a point to the right of the right wheel path 2.9 regression line
angle between the horizontal and the regression straight line through the transverse road profile defined by at least seven measurement points spaced across that profile 2.10 rut bottom line
angle between the horizontal and a line touching the bottoms of the left and right wheel paths defined by three measurement points 2.11 design crossfall represents the crossfall of the desired transverse profile 2.12 constructed crossfall represents the best straight line through the new constructed transverse profile 2.13 actual crossfall represented by one of the three definitions (see 2.8, 2.9 or 2.10)
NOTE It should be specified in the report which definition has been used. 2.14 test track road section or special track where the tests are carried out, identified by a code
EXAMPLE Section P 2.15 test section part of a pavement surface containing lane(s) with known geometrical data 2.16 calibration section test section with known surface geometry 2.17 reference profile digitised geometric description of a longitudinal or transversal road profile obtained by means of a profiling method with well-known reliability accuracy better than the one requested for the corresponding class of dynamic profilometers 2.18 accuracy closeness of the agreement between the result of a measurement and a true value of the measured 2.19 travelled distance accuracy maximum relative error in percent on the measurement of the distance travelled by the measuring vehicle SIST EN 13036-6:2009
NOTE If the distances between the sensors are not equal, the mean value is calculated.
2.25 reporting sampling interval (longitudinal and transversal) distance corresponding to the interval between two consecutive reported measurement results 2.26 acquisition repetition interval (transversal) travelled distance between two consecutive transverse profile measurements 2.27 reporting repetition interval (transversal) distance corresponding to the longitudinal interval between two consecutive reported measurement results of transverse profiles 2.28 operator person responsible for the execution of the measurement 3 Equipment performance classification 3.1 General The classification of equipment is expressed as a code (see Table 1). SIST EN 13036-6:2009
Table 1 — Classification of equipment Character position Description Example 1 Class of travelled distance accuracy 1 2 Longitudinal profiling
L 3 Class of longitudinal vertical resolution 1
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