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인천국제공항 아스팔트 포장 보수시기 결정 사례 연구

Case Study on Deciding a Time for Repairing Asphalt Pavement of Incheon International Airport

  • 투고 : 2013.10.24
  • 심사 : 2013.11.25
  • 발행 : 2013.12.17

초록

PURPOSES : The evaluation of the pavement condition of the asphalt concrete pavement of No. 2 runway of Inchon International Airport through PMS, a supporting system for making a decision of pavement, maintenance and repair, was made, and the proper time for repair according to the PCI reduction rate was suggested. METHODS : By comparing and analyzing the evaluation results of pavements built in 2009, 2010, 2011, PCI change in each facility (No. 2 runway, C parallel taxiway, connection taxiway) was calculated. By applying the calculated change to PCI deduction rate model, the pavement condition of the target sections was estimated, and then the necessary section and time for repair were chosen. RESULTS : After careful consideration of the time for pavement and maintenance, based on the result of PCI prediction, it was estimated that the southern takeoff and landing section of No. 2 runway was required to be repaired in 2012; connection taxiway in 2013; and C parallel taxiway in 2014; however, the section which is the main moving route of connection taxiway and C parallel taxiway was needed to be repaired in 2012. CONCLUSIONS : For maintenance and repair of airport pavements, the optimal alternative should be chosen by considering economics and operability, via examining the time for repair and the aspect of management all together on the basis of this study.

키워드

참고문헌

  1. Aerospace Industries Association of America(AIAA), 1983, Aircraft Loading on Airport Pavements, ACN-PCN, Aircraft Classification Number for Commercial Turbojet Aircraft, Aerospace Industries Association of America
  2. American Society for Testing and Material(ASTM), 2011, Standard Test Method for Airport Pavement Condition Index Surveys, American Society for Testing and Material.
  3. Federal Aviation Administration(FAA), 2007, Guidelines and Procedures for Maintenance of Airport Pavements, Advisory Circular 150/5380-6B, Federal Aviation Administration
  4. Incheon International Airport Corporation, 2019, "Final Report, Airside Pavement Condition Evaluation"(인천국제공항공사, 2009", 인천국제공항A/S지역포장평가용역 최종보고서")
  5. Incheon International Airport Corporation, 2010, "Final Report, Pavement Condition Evaluation of Flexible Pavement for No.1, No.2 Runway"(인천국제공항공사, 2010", 제1,2활주로연성포장지역포장평가용역 최종보고서")
  6. Incheon International Airport Corporation, 2011, "Final Report, Airside Pavement Condition Evaluation"(인천국제공항공사, 2011, "인천국제공항 AIRSIDE 포장평가용역 최종보고서")
  7. Johnson, C, 1983. "Pavement (Maintenance) Management Systems,"APWA Reporter, APWA, Kansas City, MO.
  8. MicroPaver; US Army Corps of Engineers, Version 7.2
  9. Monty Wade, Peshkin, D., Smith, K., and Yu, H., 2001, Estimating Remaining Life of Airfield Pavements. Advancing Airfield Pavements: pp. 133-147.
  10. U.S. Army, 1982, Pavement Maintenance Management. Technical Manual TM 5-623
  11. Shahin, M. Y., Darter, M. I. and Kohn, S. D., 1977, Development of a Pavement Maintenance Management System : Volume 1. Airfield Pavement Condition Rating, Final Report, Civil and Environmental Engineering Development Office (Air Force Systems Command), Illinois.
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피인용 문헌

  1. A Study on Optimization of Lane-Use and Traffic Signal Timing at a Signalized Intersection vol.17, pp.5, 2015, https://doi.org/10.7855/IJHE.2015.17.5.093