DOI QR코드

DOI QR Code

Estimation of Tire-Pavement Noise for Asphalt Pavement by Mean Profile Depth

Mean Profile Depth를 이용한 아스팔트 포장의 타이어-노면소음 산정 연구

  • Received : 2012.12.03
  • Accepted : 2013.05.03
  • Published : 2013.07.30

Abstract

Distress data, IRI, etc. are important factors in the evaluation of pavement condition. Recently, the need to consider tire-pavement noise in PMS (pavement management system) is raised. Generally, tire-pavement noise highly depends on the characteristics of pavement texture. Therefore, estimation of texture characteristics may give useful information to predict tire-pavement noise. Measurement of MPD (Mean Profile Depth) by using PLP (Portable Laser Profiler) provide very fast. The texture characteristics by means of MPD can be in a short time. hence, It can be a good alternative to give noise information, if MPD and tire-pavement noise have robust relationship. In this study, MPD and tire-pavement noise were simultaneously collected on the number of asphalt section to evaluate the tire-pavement noise due to the pavement texture characteristics. A set of statistical analysis was performed to propose relationship between tire-pavement noise and MPD for asphalt concrete pavement.

포장파손과 IRI 등의 요소들은 포장상태를 평가하는 중요한 요소이다. 최근 들어 주행쾌적성에 영향을 주는 타이어-노면소음을 포장관리 시스템에 포함시키는 필요성이 대두되고 있다. PLP(Portable Laser Profiler)를 이용하여 주행 중 노면조직특성인 평균프로파일깊이(MPD)를 측정할 수 있는 기법이 개발되었다. 일반적으로 타이어-노면소음은 노면조직특성에 따라 다르게 발생하며, 타이어-노면소음을 예측하는 유용한 정보로 사용할 수 있다. 본 연구에서는 아스팔트 구간의 노면조직특성에 따른 타이어-노면소음을 평가하기 위해 다수의 아스팔트 구간에서 MPD와 타이어-노면소음을 동시에 측정하여 데이터를 획득하였으며, 통계학적 분석을 통해 타이어-노면소음 추정식을 제안하였다.

Keywords

References

  1. American Society for Testing and Materials. (2001). Standards designations E-965, In Annual Book of ASTM Standards Volume 04.03.
  2. Budras, J. (2001). A synopsis on the current equipment used for measuring pavement smoothness, Federal Highway Administration.
  3. Hanson, D. I., Jame, R. and NeSmith, C. (2004). Tire/pavement noise study, NCAT Reprot 04-02, National Center for Asphalt Technology.
  4. Kohler, E., Motumah, L., Rymer, B. and Harvey, J. (2009). "Tirepavement noise results from california PCCP and HMA pavements." National Conference on Preservation, Repair, and Rehabilitation of Concrete Pavements, St. Louis, Missouri, pp. 287-299.
  5. State of California Department of Transportation (2007). Main- tenance technical advisory guide volume II - rigid pavement preservation second edition, Caltran Division of Maintenance.
  6. Flintsch, G. W., de León, E., McGhee, K. K. and Al-Qadi, I. L. (2003). "Pavement surface macrotexture measurement and application." Presented at 82th Annual Meeting of the Transportation Research Board.
  7. Han, S. H. (2007). A study on the surface texture characteristics of the fine-size exposed aggregate PCC pavements, MSc Thesis, National University of Gangneung- Wonju, p. 83 (in Korean).
  8. Hoerner, T. E. and Smith, K. D. (2002). High performance concrete pavement: Pavement Texturing and Tire-Pavement Noise, FHWAIF- 02-020, Federal Highway Administration.
  9. Hong, S. J., Hyun T. J., Kim H. B., Kwon O. S. and Lee S. W. (2012). "A study on the measurement of texture depth of pavement using potable laser profiler." International Pavement Engineering Conference 2012, Busan, Korea, pp. 185-204.
  10. Leeuwen, H., Kok, A. and Reubsaet, J. (2007). "The uncertainty of acoustical measurements on road surfaces using the CPXMethod." INTER-NOISE 2007, Istanbul, Turkey.
  11. ISO 11819-1. (1997). Measurement of the influence of road surfaces on traffic noise. Part 1 The statistical pass-by methed, International Organization for Standardization.
  12. Kim, Y. K. (2008). A study on the optimum mix design and exposing method of the fine-size exposed aggregate portland cement concrete pavements, MSc Thesis, National University of Gangneung-Wonju, p. 109 (in Korean).
  13. Pouliot, N., Carter, A. and Langlois, P. (2006). "Close-proximity measurement of tire-pavement noise on the ministry of transportation of quebec's road network." Annual Conference & Exhibition of the Transportation Association of Canada.
  14. Fisco, N. R. (2009). Comparison of macrotexture measurement methods, MSc Thesis, The Ohio State University, p. 246.
  15. Rasmussen, R. O. and Bernhard, R. J. (2007). The little book of quieter pavements, FHWA-IF-08-004, Federal Highway Administration.
  16. Snyder, Mark B. (2006). Pavement surface characteristics: A Synthesis and Guide, American Concrete Pavement Association Draft Report. ACPA, 2006a. p. 124.

Cited by

  1. Wind Pressure Reducing Soundproof Wall Which Has Many Holes on the Surface and Selectable Stop-Frequency Ranges vol.36, pp.2, 2016, https://doi.org/10.12652/Ksce.2016.36.2.0191
  2. The Effect of Texture Wavelength on the Tire-Pavement Noise in Asphalt Concrete Pavement vol.17, pp.1, 2015, https://doi.org/10.7855/IJHE.2015.17.1.001
  3. Tire-Pavement Noise Prediction using Asphalt Pavement Texture vol.22, pp.9, 2018, https://doi.org/10.1007/s12205-018-9501-3