ISO 13473-4:2024
Characterization of pavement texture by use of surface profiles — Part 4: One third octave band spectral analysis of surface profiles
Characterization of pavement texture by use of surface profiles — Part 4: One third octave band spectral analysis of surface profiles
- Статус документа:
- Действующий
- Формат:
- Электронный (PDF)
- Количество страниц:
- 35
- Дата публикации:
- 18 апреля 2024 г.
- Издание:
- ISO IS 13473 edition 1 version 1
- ICS:
- 17.140.30
This document describes the methods that are available to perform a spectral analysis of a pavement surface profile. It specifies a method for performing spatial frequency analysis (or texture wavelength analysis) of two-dimensional surface profiles that describe the pavement texture amplitude as a function of the distance along a straight or curved trajectory over the pavement. It also details an alternative (non-preferred) method to obtain these spectra: a) constant-percentage bandwidth obtained by digital filtering (normative method); b) constant narrow bandwidth frequency analysis by means of discrete Fourier transform (DFT), followed by a transformation of the narrow-band spectrum to an octave- or one-third-octave-band spectrum (informative). The result of the frequency analysis will be a spatial frequency (or texture wavelength) spectrum in constant-percentage bandwidth bands of octave or one-third-octave bandwidth. The objective of this document is to standardize the spectral characterization of pavement surface profiles. This objective is pursued by providing a detailed description of the analysis methods and related requirements for those who are involved in pavement characterization but are not familiar with general principles of frequency analysis of random signals. These methods and requirements are generally applicable to all types of random signals; however, they are elaborated in this document for their use in pavement surface profile analysis. NOTE The spectral analysis as specified in this document cannot express all characteristics of the surface profile under study. In particular, the effects of asymmetry of the profile, e.g. the difference of certain functional qualities for “positive” and “negative” profiles cannot be expressed by the power spectral density, as it disregards any asymmetry of the signal (see Annex B).
Abstract
Overview - ISO 13473-4:2024 (One‑third‑octave band spectral analysis of surface profiles)
ISO 13473-4:2024 specifies standardized methods to perform spectral analysis of pavement surface profiles, producing spatial frequency (or texture wavelength) spectra in octave and one‑third‑octave constant‑percentage bandwidths. It applies to two‑dimensional surface profiles (texture amplitude versus distance along a straight or curved trajectory) measured with profilometers. The standard defines a normative digital‑filtering method for constant‑percentage bandwidth analysis and describes an informative DFT‑based alternative (discrete Fourier transform followed by conversion to octave bands). Results are expressed as power spectral density (PSD) or texture profile levels for specified centre wavelengths.
Key technical topics and requirements
- Analysis methods
- Normative: digital filtering to obtain octave / one‑third‑octave band spectra (constant‑percentage bandwidth).
- Informative: narrow‑band DFT followed by transformation to octave bands (non‑preferred).
- Input data pre‑processing
- Requirements for profilometers and data quality (see ISO 13473-3).
- Sampling interval, resampling to constant spatial resolution, anti‑aliasing filtering.
- Drop‑out detection, interpolation, spike identification/removal and profile conditioning (normative annexes).
- Spectral definitions
- Spatial frequency (cycles per metre) and texture wavelength (reciprocal of spatial frequency) representation.
- Power spectral density (PSD) units and interpretation; texture profile levels on logarithmic scale.
- Uncertainty and reporting
- Procedures for estimating uncertainty of spectral results (normative Annex A).
- Standardized reporting formats and requirements for reproducibility.
- Limitations
- PSD does not capture profile asymmetry (positive vs negative features); see informative Annex B.
Practical applications and users
Who uses ISO 13473-4:2024:
- Road and pavement engineers performing texture characterization and QA
- Acoustic and tyre‑road noise modelers using texture spectra as input
- Friction and skid resistance researchers (texture affects friction, rolling resistance, tyre wear)
- Profilometer manufacturers and instrumentation laboratories validating processing chains
- Agencies specifying surface texture requirements for construction and maintenance
Practical uses:
- Quantifying texture content by wavelength bands for noise prediction and mitigation
- Comparing pavement surfaces, tracking condition changes, and acceptance testing
- Feeding texture spectra into vehicle/tyre simulation and acoustic models
- Standardizing data processing for multi‑device or multi‑laboratory studies
Related standards
- ISO 13473-2 - Terminology and basic requirements for texture profile analysis
- ISO 13473-3 - Specification and classification of profilometers (measurement devices)
- IEC 61260-1 - Octave and fractional‑octave filter specifications (relevant filter parameters)
- ISO/IEC Guide 98-3 (GUM) - Guide to expression of measurement uncertainty
Keywords: ISO 13473-4:2024, pavement texture, surface profiles, one‑third‑octave band, spectral analysis, spatial frequency, texture wavelength, PSD, digital filtering, DFT, profilometer.
Технические детали
- Технический комитет
- ISO/TC 43/SC 1 - Noise
- SKU
- ISO 13473-4:2024
Похожие стандарты
Стандарты, упомянутые в описании
BS ISO 13473-3:2002
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BS ISO 13473-2:2002
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IEC 61260-1:2014
ДействующийElectroacoustics - Octave-band and fractional-octave-band filters - Part 1: Specifications
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