DIN EN ISO 13473-5-2010 Characterization of pavement texture by use of surface profiles - Part 5 Determination of megatexture (ISO 13473-5 2009) German version EN ISO 13473-5 2009《.pdf

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1、April 2010 Translation by DIN-Sprachendienst.English price group 17No part of this translation 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

2、93.080.20!$aZj“1625571www.din.deDDIN EN ISO 13473-5Characterization of pavement texture by use of surface profiles Part 5: Determination of megatexture (ISO 13473-5:2009)English translation of DIN EN ISO 13473-5:2010-04Charakterisierung der Textur von Fahrbahnbelgen unter Verwendung vonOberflchenpro

3、filen Teil 5: Bestimmung der Megatextur (ISO 13473-5:2009)Englische bersetzung von DIN EN ISO 13473-5:2010-04Caractrisation de la texture dun revtement de chausse partir de relevs de profils dela surface Partie 5: Dtermination de la mgatexture (ISO 13473-5:2009)Traduction anglaise de DIN EN ISO 1347

4、3-5:2010-04SupersedesDIN ISO 13473-5:2009-10www.beuth.deIn case of doubt, the German-language original shall be considered authoritative.Document comprises 37 pages04.10 DIN EN ISO 13473-5:2010-04 2 A comma is used as the decimal marker. National foreword This standard has been prepared by Technical

5、 Committee ISO/TC 43 “Acoustics”, Subcommittee SC 1 “Noise” (Secretariat: DS, Denmark), Working Group WG 39 “Measurement of pavement surface macrotexture depth using a profiling method” in collaboration with Technical Committee CEN/TC 227 “Road materials” (Secretariat: DIN, Germany). The responsible

6、 German body involved in its preparation was the Normenausschuss Akustik, Lrmminderung und Schwingungstechnik im DIN und VDI (Acoustics, Noise Control and Vibration Engineering Standards Committee in DIN and VDI), Working Committees NA 001-01-05 AA Geruschemissionsmessung an Fahr-zeugen einschlielic

7、h Messung im Fahrgastraum und am Arbeitsplatz and NA 001-01-05-03 UA Straen-fahrzeuge Kenngren. Prior to its adoption as a European Standard, this part of ISO 13473 was published as DIN ISO 13473-5:2009. The latter standard is being withdrawn upon the publication of DIN EN ISO 13473-5:2010-04. ISO 1

8、3473-5:2009 has been adopted by CEN in its entirety and without any modifications. DIN EN ISO 13473 consists of the following parts, under the general title Characterization of pavement texture by use of surface profiles: ISO 13473-1: DIN EN ISO 13473-1, Determination of Mean Profile Depth ISO 13473

9、-2: DIN ISO 13473-2, Terminology and basic requirements related to pavement texture profile analysis ISO 13473-3: DIN ISO 13473-3, Specification and classification of profilometers ISO/TS 13473-4: DIN ISO/TS 13473-4, Spectral analysis of surface profiles Technical Specification ISO 13473-5: DIN EN I

10、SO 13473-5, Determination of megatexture The DIN Standards corresponding to the International Standards referred to in this document are as follows: IEC 61260 DIN EN 61260 ISO/IEC Guide 98-3 DIN V ENV 13005 ISO 10844 DIN ISO 10844 Amendments Compared with DIN ISO 13473-5:2009-10, no changes have bee

11、n made to the content of the standard. Previous editions DIN ISO 13473-5: 2009-10 3 National Annex NA (informative) Bibliography DIN EN 13036-1, Road and airfield surface characteristics Test methods Part 1: Measurement of pavement surface macrotexture depth using a volumetric patch technique E DIN

12、EN 13036-5, Road and airfield surface characteristics Test methods Part 5: Determination of longitudinal unevenness indices DIN EN 61260, Electroacoustics Octave-band and fractional-octave-band filters DIN V ENV 13005, Guide to the expression of uncertainty in measurement DIN ISO 10844, Acoustics Sp

13、ecifications of test tracks for the purpose of measuring noise emitted by road vehicles DIN EN ISO 13473-1, Characterization of pavement texture by use of surface profiles Part 1: Determination of Mean Profile Depth DIN ISO 13473-2:2004, Characterization of pavement texture by use of surface profile

14、s Part 2: Terminology and basic requirements related to pavement texture profile analysis DIN ISO 13473-3:2004, Characterization of pavement texture by use of surface profiles Part 3: Specifications and classification of profilometers DIN ISO/TS 13473-4:2009, Characterization of pavement texture by

15、use of surface profiles Part 4: Spectral analysis of surface profiles DIN EN ISO 13473-5:2010-04 DIN EN ISO 13473-5:2010-04 4 This page is intentionally blank EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN ISO 13473-5 December 2009 ICS 17.140.30; 93.080.20 English Version Characterization of p

16、avement texture by use of surface profiles -Part 5: Determination of megatexture (ISO 13473-5:2009) Caractrisation de la texture dun revtement de chausse partir de relevs de profils de la surface - Partie 5: Dtermination de la mgatexture (ISO 13473-5:2009) Charakterisierung der Textur von Fahrbahnbe

17、lgen unter Verwendung von Oberflchenprofilen - Teil 5: Bestimmung der Megatextur (ISO 13473-5:2009) This European Standard was approved by CEN on 1 December 2009. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standar

18、d 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,

19、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, Cyprus, Cze

20、ch 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 COMIT EUR

21、OPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2009 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN ISO 13473-5:2009: EContents DIN EN ISO 13473-5:2010-04 EN ISO 13473-5:20

22、09 (E) 2 Page Foreword .3 Introduction.4 1 Scope5 2 Normative references5 3 Terms and definitions .5 4 Significance and use of the megatexture indicators .10 5 Measurement and data processing principles .12 6 Test surface considerations.13 7 Measuring equipment .13 8 Measurement method .14 9 Data pr

23、ocessing.16 10 Measurement uncertainty.19 11 Safety considerations during measurements 19 12 Test report20 Annex A (informative) Example of test report and graphical presentations 22 Annex B (informative) Measurement uncertainty 28 Annex C (informative) Profile asymmetry issues 31 Bibliography33 For

24、eword The text of ISO 13473-5:2009 has been prepared by Technical Committee ISO/TC 43 “Acoustics” of the International Organization for Standardization (ISO) and has been taken over as EN ISO 13473-5:2009 by Technical Committee CEN/TC 227 “Road materials” the secretariat of which is held by DIN. Thi

25、s 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 June 2010, and conflicting national standards shall be withdrawn at the latest by June 2010. Attention is drawn to the possibility that some of the ele

26、ments 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 E

27、uropean 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 Uni

28、ted Kingdom. Endorsement notice The text of ISO 13473-5:2009 has been approved by CEN as a EN ISO 13473-5:2009 without any modification. DIN EN ISO 13473-5:2010-04 EN ISO 13473-5:2009 (E) 3 Introduction Pavement surface texture largely influences factors such as noise emission caused by tyre/road in

29、teraction (Reference 7), tyre/pavement friction (Reference 8), and comfort, as well as rolling resistance and wear of tyres. Reliable methods of texture measurement are therefore essential. Texture is subdivided into micro-, macro- and megatexture according to ISO 13473-2. A method for measurement a

30、nd calculation of a macrotexture indicator based on a profile measurement is specified in ISO 13473-1. A procedure for measuring macrotexture by the volumetric patch method is described in ISO 10844:19942, Annex A. Currently, no reliable and practical method of measuring pavement microtexture in sit

31、u is available. This part of ISO 13473 aims to provide means of measuring and calculating megatexture indicators useful for pavement surface characterization. Megatexture is an important texture range lying between macrotexture and unevenness. This type of texture has wavelengths of the same order o

32、f magnitude as a tyre/road interface and is often a result of potholes or washboarding. Some common types of singularities, such as a single depressed or protruding spot on the pavement, will also show up in a texture profile spectrum as megatexture. Although some pavements, such as paving stones, p

33、ossess an intrinsic megatexture, it is usually an unwanted characteristic resulting from defects in the surface. The scope of ISO 13473 (all parts) does not include profile analysis of road unevenness, which is dealt with in ISO 86081. DIN EN ISO 13473-5:2010-04 EN ISO 13473-5:2009 (E) 4 1 Scope Thi

34、s part of ISO 13473 specifies procedures for determining the average depth or level of pavement surface megatexture by measuring the profile curve of a surface and calculating megatexture descriptors from this profile. The technique is designed to give meaningful and accurate measurements and descri

35、ptions of pavement megatexture characteristics for various purposes. Since there is an overlap between megatexture and the surrounding ranges, the megatexture descriptors unavoidably have a certain correlation with corresponding measures in those ranges. This part of ISO 13473 specifies measurements

36、 and procedures which are in relevant parts compatible with those in ISO 13473-1, ISO 86081and EN 13036-56. 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,

37、the latest edition of the referenced document (including any amendments) applies. ISO 13473-2:2002, Characterization of pavement texture by use of surface profiles Part 2: Terminology and basic requirements related to pavement texture profile analysis ISO 13473-3:2002, Characterization of pavement t

38、exture by use of surface profiles Part 3: Specification and classification of profilometers ISO/TS 13473-4:2008, Characterization of pavement texture by use of surface profiles Part 4: Spectral analysis of surface profiles ISO/IEC NP Guide 98-3:2008, Uncertainty of measurement Part 3: Guide to the e

39、xpression of uncertainty in measurement (GUM:1995) IEC 61260, Electroacoustics Octave-band and fractional-octave-band filters 3 Terms and definitions For the purposes of this part of ISO 13473, the terms and definitions in ISO 13473-2, especially the following, apply. DIN EN ISO 13473-5:2010-04 EN I

40、SO 13473-5:2009 (E) 5 3.1 General terms 3.1.1 pavement texture texture deviation of a pavement surface from a true planar surface, with a texture wavelength less than 0,5 m NOTE It is divided into micro-, macro- and megatexture according to 3.2. ISO 13473-2:2002 3.1.2 surface profile texture profile

41、 two-dimensional sample of the pavement surface generated if a sensor, such as the tip of a needle or a laser spot, continuously touches or shines on the pavement surface while it is moved along a line on the surface NOTE 1 The profile of the surface is described by two coordinates: one in the surfa

42、ce plane, called “distance” (the abscissa), and the other in a direction normal to the surface plane, called “vertical displacement” (the ordinate). An example is illustrated in Figure 1. The distance may be in the longitudinal or lateral (transverse) directions in relation to the travel direction o

43、n a pavement, or any direction between these. NOTE 2 Adapted from ISO 13473-2:2002. NOTE 3 Texture profile is similar to surface profile but limited to the texture range. NOTE 4 “Texture wavelength” is a descriptor of the wavelength components of the profile and is related to the concept of the Four

44、ier transform of a time series. However, mathematically the correspondence is not exact. Note that vertical displacement (height) has an arbitrary reference. Key 1 vertical displacement 2 profile 3 texture wavelength 4 distance Figure 1 Illustration of some basic terms describing pavement surface te

45、xture 3.1.3 profilometer device used for measuring the profile of pavement surface NOTE 1 Current designs of profilometers used in pavement engineering include, but are not limited to, sensors based on laser, light sectioning, needle tracer and ultrasonics technologies. ISO 13473-2:2002 NOTE 2 Speci

46、fications for profilometers are dealt with in ISO 13473-3. DIN EN ISO 13473-5:2010-04 EN ISO 13473-5:2009 (E) 6 3.2 Ranges of texture 3.2.1 microtexture pavement microtexture deviation of a pavement surface from a true planar surface with the characteristic dimensions along the surface of less than

47、0,5 mm, corresponding to texture wavelengths up to 0,5 mm expressed as one-third-octave centre wavelengths NOTE 1 Peak-to-peak amplitudes normally vary in the range 0,001 mm to 0,5 mm. This type of texture is the texture which makes the surface feel more or less harsh but which is usually too small

48、to be observed by the eye. It is produced by the surface properties (sharpness and harshness) of the individual chippings or other particles of the surface which come in direct contact with the tyres. NOTE 2 Figure 2 illustrates the different texture ranges, with approximate limits regarding their e

49、ffects on vehicle-pavement interactions. ISO 13473-2:2002 Key texture wavelength fspspatial frequency, cycles/m NOTE A lighter shade indicates a favourable effect of texture over this range, and a darker shade indicates an unfavourable effect. Figure 2 Ranges in terms of texture wavelength and spatial frequency of texture and unevenness and their most significant, anticipated effects DIN EN ISO 13473-5:2010-04 EN ISO 13473-5:2009 (E) 7 3.2.2 macrotexture pavement macrotexture deviation