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A Study on the Measurement of Texture Depth of Pavement Using Portable Laser Profiler

Portable Laser Profiler를 이용한 도로 포장의 노면조직 깊이 측정 방법 연구

  • 홍성재 (강릉원주대학교 공과대학) ;
  • 현택집 (강릉원주대학교 공과대학) ;
  • 김형배 (한국도로공사 도로교통기술연구원) ;
  • 권오선 (한국도로공사 도로교통기술연구원) ;
  • 이승우 (강릉원주대학교 공과대학 토목공학과)
  • Received : 2012.09.27
  • Accepted : 2012.11.28
  • Published : 2012.12.17

Abstract

PURPOSES : Skid resistance and noise of roads highly depend on the characteristics of pavement texture. Therefore, estimation of texture characteristics may give useful information for the skid resistance and noise of road. Generally, Sand Patch Test is performed in order to estimate MTD(Mean Texture Depth). However, it is time-consuming and needs traffic control. This study aimed to investigate the effectiveness of measurement texture depth using the Portable Laser Profiler that give the MPD(Mean Profile Depth). METHODS : MTD and MPD were collected on the number of expressway sections including Central Inland Test Road sections in Korea. Statistical analysis are performed to establish the relationship between MTD data based on Sand Patch Test and MPD data obtained by the Portable Laser Profiler. RESULTS : Linear relationship MPD and MTD is observed for both of asphalt pavement and concrete pavement such as R-square of 0.51 to 0.58. CONCLUSIONS : Even though, the test method and definition of MPD and MTD are different. EMTD(Estimated Mean Texture Depth) can be obtained by using the correlationship between MPD with MTD.

Keywords

References

  1. Kim Yeong-Gyu, Lee Seung-Woo, Yoo Tae-Seok., 2008. A Study on Optimum Mix and Exposure Skill of the Fine-Size Exposed Aggregate Concrete Pavement, Conference Papers of Korean Society of Road Engineers.
  2. Hong Seung-Ho, Kim Jun-Beom, Kim Hong-Gi, Kwon Bong-Gyeong., 2003. A Study on Establishment of Pavement Function Standard and Skid Control Standard, Expressway & Transportation Research Institute, Korea Expressway Corporation.
  3. Panagouli, O. K. and A. B. Kokkalis., 1998. Skid Resistance and Fractal Structure of Pavement Surface. Chaos Solutions and Fractals, Vol. 9, No. 3, 1998, pp. 493-505. https://doi.org/10.1016/S0960-0779(97)00085-4
  4. Haas, R., R. W. Hudson, and J. Zaniewski., 1994. Modern Pavement Management. Krieger Publishing Company, Florida.
  5. Budras, Joseph., 2001. A Synopsis of the Current Equipment Used fro Measuring Pavement Smoothness.
  6. ASTM E 961. 2001. Standard Test Method for Measuring Pavement Macrotexture Depth Using a Volumetric Technique.
  7. Snyder, Mark B., 2006. Pavement Surface Characteristics: A Synthesis and Guide. American Concrete Pavement Association Draft Report. ACPA, 2006a..
  8. Nicholas R. Fisco. 2009. Comparison of Macrotexture Measurement Methods. Master's Thesis.
  9. N.Mike Jackson. 2008. Harmonization of Texture and Skid- Resistance Measurements. Florida Department of Transportation Resarch Report 08-BDH-23.
  10. Amin El Gendy, Ahmed Shalaby., 2007. Mean Profile Depth of Pavement Surface Macrotexture Using Photometric Stereo Techniques. ASCE, 0733-947X.
  11. A. A Mohamed, R. Muniandy , M.O.hamzah. 2004. TEXTURE DEPTH DETERMINATION FOR STONE MASTIC ASPHALT. 3rd Eurasphalt & Eurobitume Congress Vienna-Paper 194.
  12. Douglas I. Hanson Robert S. James Christopher NeSmith. 2004. TIRE/PAVEMENT NOISESTUDY. NCAT Reprot 04-02.
  13. Nadia Pouliot, Alan Carter, Pierre Langlois., 2006. ClOSEPROXIMITY MEASUREMENT OF TIRE-PAVEMENT NOISE ON THE MINISTRY OF TRANSPORTATION OF QUEBEC'S ROAD NETWORK.