Road and airfield surface characteristics - Test methods - Part 6: Measurement of transverse and longitudinal profiles in the evenness and megatexture wavelength ranges

This document 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. Also recommendations for verification and calibration are included.
Profiling devices are equipment for measuring evenness of pavements in the longitudinal and/or in the transverse direction of the road or runway.
Highway agencies, 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. 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). The standard includes high-speed, low-speed, and stationary equipment.

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 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 mégatexture

Le présent document établit les exigences et criteres minimaux relatifs aux procédures de classification et de mesurage au moyen des dispositifs de relevement de profil conçus pour le mesurage des profils transversaux et/ou longitudinaux dans les domaines de longueurs d'onde correspondant a l'uni et a la méga texture. Il comprend également des recommandations relatives a la vérification et a l'étalonnage.
Les dispositifs de relevement de profil sont des équipements permettant de mesurer l'uni des revetements 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 a la caractérisation des états de surface.
Les mesurages de l'uni peuvent etre effectués au moyen de dispositifs statiques ou dynamiques. Un mesurage dynamique est un mesurage exécuté grâce a un dispositif permettant de circuler avec le trafic normal a la vitesse minimale admise ou a une vitesse plus élevée (grande vitesse). La présente norme inclut les équipements stationnaires ainsi que les équipements a grande vitesse et a faible vitesse.

Značilnosti cestnih in letaliških površin - Preskusne metode - 6. del: Merjenje prečnega in vzdolžnega profila valovnih dolžin v območjih ravnosti in megahrapavosti

General Information

Status
Published
Publication Date
09-Dec-2008
Technical Committee
Current Stage
6060 - National Implementation/Publication (Adopted Project)
Start Date
02-Dec-2008
Due Date
06-Feb-2009
Completion Date
10-Dec-2008

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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
SIST EN 13036-6:2009

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

EN 13036-6:2008 (E) 2 Contents Page Foreword..............................................................................................................................................................3 Introduction.........................................................................................................................................................4 1 Scope......................................................................................................................................................5 2 Terms and definitions...........................................................................................................................5 3 Equipment performance classification...............................................................................................7 3.1 General....................................................................................................................................................7 3.2 Travelled distance accuracy of longitudinal and/or transverse profiling........................................8 3.3 Vertical sensor resolution of longitudinal profiling...........................................................................8 3.4 Acquisition sampling interval of longitudinal profiling.....................................................................8 3.5 Reporting sampling interval of longitudinal profiling........................................................................9 3.6 Large wavelength cut-off (-3dB) of longitudinal profiling.................................................................9 3.7 Vertical resolution of transverse profiling..........................................................................................9 3.8 Acquisition sampling interval of transverse profiling.......................................................................9 3.9 Acquisition repetition interval of transverse profiling.......................................................................9 3.10 Reporting repetition interval of transverse profiling.........................................................................9 3.11 Transverse gradient measurement accuracy of transverse profiling..............................................9 4 Procedures of measurement..............................................................................................................10 4.1 Methods for measurement of profiles...............................................................................................10 4.2 Operational guidelines........................................................................................................................10 4.3 Field testing..........................................................................................................................................11 4.4 Equipment maintenance and repair...................................................................................................13 5 Report...................................................................................................................................................14 5.1 Calibration report.................................................................................................................................14 5.2 Survey report........................................................................................................................................14 6 Safety....................................................................................................................................................15 Bibliography......................................................................................................................................................16

SIST EN 13036-6:2009

EN 13036-6:2008 (E) 3 Foreword This document (EN 13036-6:2008) 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 September 2008, and conflicting national standards shall be withdrawn at the latest by September 2008. 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. 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, 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 13036-6:2009

EN 13036-6:2008 (E) 4

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

EN 13036-6:2008 (E) 5

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

SIST EN 13036-6:2009

EN 13036-6:2008 (E) 6 NOTE Crossfall can be expressed as a percentage, a ratio (e.g. 1 in 30) or as an angle to the horizontal. By convention, it is positive when the right end of the profile is lower than its left end. 2.8 surface 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

EN 13036-6:2008 (E) 7 2.20 transverse gradient measurement accuracy maximum absolute error on the determination of the transverse slope of the agreed gradient reference system 2.21 vertical resolution (longitudinal and transversal) smallest difference in elevation that can be detected 2.22 horizontal resolution (longitudinal and transversal) smallest horizontal distance over which a change in elevation can be detected 2.23 longitudinal acquisition sampling interval distance between two consecutive data points in a discrete longitudinal profile measurement 2.24 transversal acquisition sampling interval distance between two consecutive data points in a discrete transversal profile measurement in transverse direction (sensor spacing)

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

EN 13036-6:2008 (E) 8

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 4 Class of longitudinal acquisition sampling interval 1 5 Class of longitudinal reporting sampling interval 2 6 Class of large wavelength cut-off 1 7

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