Browse > Article

Evaluation of Pavement Smoothness on Optimized Rehabilitated Section  

Park, Dae-Wook (군산대학교 토목공학과)
Jin, Jung-Hoon ((주)도화종합기술공사)
Publication Information
International Journal of Highway Engineering / v.12, no.2, 2010 , pp. 123-127 More about this Journal
Abstract
In this study, the profiles of optimized rehabilitated section was measured by a lightweight inertial profiler, and pavement smoothness was evaluated. To analyze the repeatability of the used lightweight profiler, two repeatable measurements were conducted. The agreement between two repeatable measurements were evaluated by Cross-correlation function. Pavement smoothness of the optimized rehabilitated pavement section and existing area was compared in terms of International Roughness Index and Profilograh Index. In general, the pavement smoothness of the rehabilitated sections was not good compared to the existing pavement sections. The analysis results could be used for the evaluation of pavement smoothness of the optimized rehabilitated pavement sections.
Keywords
optimized rehabilitated section; repeatability; cross-correlation; pavement smoothness;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
연도 인용수 순위
1 Karamihas, S. M. Assessment of Profiler Performance for Construction Quality Control with Simulated Profilograph Index, Annual Conference of Transportation Research Board, Washington, D. C., CD-Rom, 2004.
2 Karamihas, S. M.. Critical Profiler Accuracy Requirements. Research Report UMTRI-2005-24, The University of Michigan Transportation Research Institute, Ann Arbor, Michigan, USA, 2005.
3 Smith, K. L., L. Titus-Glover, and L. D. Evans. Pavement Smoothness Index Relationships, Research Report FHWA-RD-02-057, Turner-Fairbank Highway Research Center, Federal Highway Administration, McLean, VA, USA, 2002.
4 Karamihas, S. M. and T. D. Gillespie. Assessment of Profiler Performance for Construction Quality Control: Phase I. Research Report UMTRI-2003-1, The University of Michigan Transportation Research Institute, Ann Arbor, Michigan, USA, 2002.
5 김낙석, 홍은철. 예방적 최소단면 보수공법 적용 아스팔트 도로포장의 유지관리 비용분석, 한국방재학회 논문집, 제 9권 4호, 2009, pp. 45-51.   과학기술학회마을
6 Baus, R. and W. Hong. Investigation and Evaluation of Roadway Rideability Equipment and Specifications, Research Report FHWA-SC-99-05, Turner-Fairbank Highway Research Center, Federal Highway Administration, McLean, VA, USA, 1999.