DIN EN 13036-6-2008 Road and airfield surface characteristics - Test methods - Part 6 Measurement of transverse and longitudinal profiles in the evenness and megatexture wavelength.pdf

1、June 2008DEUTSCHE NORM English price group 10No part of this standard may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).ICS 93.080.10; 93.120!$Na“143

2、9362www.din.deDDIN EN 13036-6Road and airfield surface characteristics Test methods Part 6: Measurement of transverse and longitudinal profiles in theevenness and megatexture wavelength rangesEnglish version of DIN EN 13036-6:2008-06Oberflcheneigenschaften von Straen und Flugpltzen Prfverfahren Teil

3、 6: Bestimmung der Quer- und Lngsprofile in den Wellenlngen der Ebenheit und derMegatexturEnglische Fassung DIN EN 13036-6:2008-06www.beuth.deDocument comprises 18 pagesDIN EN 13036-6:2008-06 2 National foreword This standard has been prepared by Technical Committee CEN/TC 227 “Road materials” (Secr

4、etariat: DIN, Germany). The responsible German body involved in its preparation was the Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee), Technical Committee NA 005-10-08 AA Oberflcheneigenschaften. DIN EN 13036 consists of the following parts, under the general title Ro

5、ad and airfield surface characteristics Test methods: Part 1: Measurement of pavement surface macrotexture depth using a volumetric patch technique Part 3: Measurement of pavement surface horizontal drainability Part 4: Method for measurement of slip/skid resistance of a surface: The pendulum test P

6、art 5: Determination of longitudinal unevenness indices Part 6: Measurement of transverse and longitudinal profiles in the evenness and megatexture wavelength ranges Part 7: Irregularity measurement of pavement courses: The straightedge test Part 8: Determination of transverse unevenness indices EUR

7、OPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 13036-6March 2008ICS 93.080.10; 93.120English VersionRoad and airfield surface characteristics - Test methods - Part 6:Measurement of transverse and longitudinal profiles in theevenness and megatexture wavelength rangesCaractristiques de surface des rou

8、tes et arodromes -transversaux et longitudinaux dans le domaine delongueurs donde correspondant luni et la mgatextureOberflcheneigenschaften von Straen und Flugpltzen -Prfverfahren - Teil 6: Bestimmung der Quer- undLngsprofile in den Wellenlngen der Ebenheit und derMegatexturThis European Standard w

9、as 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 na

10、tionalstandards 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 n

11、otified 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, Ma

12、lta, Netherlands, Norway, Poland, Portugal,Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGManagement Centre: rue de Stassart, 36 B-1050 Brussels 2008 CEN All rights of exploi

13、tation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 13036-6:2008: EMthodes dessais - Partie 6: Mesure de profilsEN 13036-6:2008 (E) 2 Contents Page Foreword3 Introduction .4 1 Scope 5 2 Terms and definitions .5 3 Equipment performance classification .7 3.1 Gene

14、ral7 3.2 Travelled distance accuracy of longitudinal and/or transverse profiling8 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 profiling9 3.6 Large wavelength cut-off (-3dB)

15、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

16、 accuracy of transverse profiling9 4 Procedures of measurement 10 4.1 Methods for measurement of profiles .10 4.2 Operational guidelines 10 4.3 Field testing11 4.4 Equipment maintenance and repair.13 5 Report .14 5.1 Calibration report.14 5.2 Survey report14 6 Safety 15 Bibliography 16 DIN EN 13036-

17、6:2008-06 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

18、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 respon

19、sible 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

20、, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom. DIN EN 13036-6:2008-06 EN 13036-6:2008 (E) 4 Introduction This European Standard details t

21、he 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 performa

22、nce 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 specifica

23、tions (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 prof

24、iles 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 ki

25、nd of traffic, the climatic conditions, the accepted comfort limits, etc. DIN EN 13036-6:2008-06 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 o

26、f 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. Highw

27、ay 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

28、 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 doc

29、ument, 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 refe

30、rence 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 devi

31、ation 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

32、2.7 crossfall transverse gradient across a section or full width of a pavement measured perpendicular to the centre line DIN EN 13036-6:2008-06 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 positiv

33、e 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 regres

34、sion 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

35、 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 w

36、hich 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 ge

37、ometry 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 a

38、greement 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 DIN EN 13036-6:2008-06 EN 13036-6:2008 (E) 7 2.20 transverse gradient measurement acc

39、uracy 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 horizonta

40、l 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 dis

41、crete 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 reporte

42、d 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 result

43、s 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). DIN EN 13036-6:2008-06 EN 13036-6:2008 (E) 8 Table 1 Classification of equipment Cha

44、racter 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

45、Transverse profiling T 8 Class of transversal vertical resolution 2 9 Class of transversal acquisition sampling interval 1 10 Class of acquisition repetition interval 2 11 Class of transversal reporting repetition interval 1 12 Class of transverse gradient measurement accuracy 2 The Code of the exam

46、ple would be: 1L1121T21212 If the device is measuring the longitudinal or the transversal profile then only that part of the classification is used. The examples are: 1L1121 or 1T21212 3.2 Travelled distance accuracy of longitudinal and/or transverse profiling Class 1 0,05 %; Class 2 0,2 mm and 0,5

47、mm; Class 3 0,5 mm and 1,5 mm. 3.4 Acquisition sampling interval of longitudinal profiling Class 1 50 mm; Class 2 50 mm and 125 mm; Class 3 125 mm and 250 mm. DIN EN 13036-6:2008-06 EN 13036-6:2008 (E) 9 3.5 Reporting sampling interval of longitudinal profiling Class 1 100 mm; Class 2 100 mm but 250

48、 mm; Class 3 250 mm but 500 mm. 3.6 Large wavelength cut-off (-3dB) of longitudinal profiling Class 1 100 m; Class 2 0,2 mm but 0,5 mm; Class 3 0,5 mm but 1,5 mm. 3.8 Acquisition sampling interval of transverse profiling Class 1 75 mm; Class 2 75 mm but 150 mm; Class 3 150 mm but 350 mm. 3.9 Acquisi

49、tion repetition interval of transverse profiling Class 1 1 m; Class 2 1 m but 5 m; Class 3 5 m but 10 m. 3.10 Reporting repetition interval of transverse profiling Class 1 5 m; Class 2 5 m but 10 m; Class 3 10 m but 20 m. 3.11 Transverse gradient measurement accuracy of transverse profiling Class 1 0,15 %; Class 2 0,15 % but 0,30 %, DIN EN 13036-6:2008-06 EN 13036-6:2008 (E) 10 Class 3 0,30 % but 0,60 %. 4 Procedures of measurement 4.1 Methods for measurement of profiles 4.1.1