•  
  •  
 

Abstract

A median is required for a two-way road to separate traffic from opposing lanes and to prevent head-on collisions. However, studies indicate that medians are also perceived as hazards which need to be avoided during driving. This hazard perception is manifested in drivers’ changing behavior towards various types of medians along the driving lanes inform of their tendency to allow various safe distances to the medians. The Indonesian Highway Capacity Manual (IHCM) does not differentiate between types of medians and the influence on the drivers’ choice of safe margin to the medians. Therefore, this study looks into how the existence and types of medians influence the safety distances of different categories of vehicles from different types of medians as the manifestation of their perception of hazard potentials of medians. Traffic recordings on different categories of vehicles are used to obtain movement margins of vehicles along various medians during near-saturated traffic. Using the smallest values of 10 and 90 percentile of distances, the results show that drivers shy from 0.27 m to 0.82 m from medians. The result of this study will contribute to the change of applied assumptions used in determining the effective lane capacity to road safety-based assumptions.

Bahasa Abstract

Perilaku Pengemudi terhadap Jarak Aman Kendaraan-ke-Median berdasarkan Potensi Bahaya. Sebuah median merupakan persyaratan pada jalan dua arah untuk memisahkan arus dan mencegah tabrakan frontal. Akan tetapi, banyak studi menunjukkan bahwa median sering dipersepsikan sebagai potensi bahaya (hazard) yang perlu dihindari selama berkendara. Persepsi potensi bahaya ini mengakibatkan berubahnya perilaku pengemudi ketika berkendara sepanjang median yang berbeda yang termanifestasikan dalam kecenderungan memberikan jarak aman yang berbeda-beda terhadap median yang berbeda. Manual Kapasitas Jalan Indonesia (MKJI) tidak membedakan pengaruh akibat jenis median serta pengaruh jenis median terhadap pilihan jarak aman pengemudi terhadap median. Oleh karena itu, studi ini meneliti bagaimana keberadaan dan jenis median memengaruhi jarak aman kendaraan dengan kategori berbeda terhadap beberapa jenis median sebagai manifestasi persepsi potensi bahaya dari median. Penelitian ini menggunakan perekaman lalu lintas dengan beberapa kategori kendaraan dalam kondisi hampir jenuh untuk mendapatkan marjin gerakan kendaraan sepanjang jalan dengan median. Dengan menggunakan nilai terkecil 10 persentil dan 90 persentil jarak, hasil menunjukkan bahwa kendaraan bergerak 0,27 m hingga 0,82 m dari median sehingga berpotensi menurunkan lebar efektif lajur. Hasil dari studi ini dapat dijadikan dasar untuk melakukan perubahan terhadap penerapan asumsi yang digunakan dengan asumsi yang didasari keselamatan jalan dalam menentukan kapasitas efektif lajur.

References

  1. RSNI Geometri jalan Perkotaan, Badan Standarisasi Nasional, RSNI T-14-2004, 2004. [In Indonesia]
  2. NCHRP REPORT 633: Impact of Shoulder Width and Median Width on Safety. Transportation Research Board, National Research Council, Washington, DC., 2009.
  3. FHWA Roadside Hardware Web site http://safety.fhwa.dot.gov.
  4. R. Elvik, T. Vaa. Handbook of Road Safety Measures, Elsevier, Oxford, UK, 2004, p.1078.
  5. M.L. Siregar, Jurnal Teknologi XIV/1 (2000) 1.
  6. E. Hauer, The Median and Safety, www.trafficsafetyresearch.com, 2000.
  7. C. Zegeer, J. Deacon, Effect of Lane Width, Shoulder Width, and Shoulder Type on Highway Safety, State of the Art Report 6. Transportation Research Board, National Research Council, Washington, DC., 1987.
  8. K.R. Agent, J.G. Pigman. Evaluation Median Barrier Safety Issues, Research Report No.KTC-08-14/SPR 329-06-1F Kentucky Transportation Center, 2008.
  9. L.F. Holbrook, W.H. Kuo. Median Barriers and Highway Safety, Report No. R-995 Michigan Department of State Highways and Transportation Research, 1976.
  10. R. Elvik, Accid Anal. Prev. 27/4 (1995) 523.
  11. D. Hong, Y. Lee, Development of Traffic Accident Prediction Models By Traffic And Road Characteristics In Urban Areas, Proceedings of the Eastern Asia Society for Transportation Studies. 5, 2005.
  12. The Association of Median Width And Highway Accident Rate. FHA, US Dept of Transportation Publication No. FHWA-RD-93-046, 1993.
  13. Manual Kapasitas Jalan Indonesia, .Direktorat Bina Marga, Departemen Pekerjaan Umum Republik Indonesia, 1997. [In Indonesia]
  14. R. Grzebieta, R. Zou, T. Jiang, A. Carey. Roadside Hazard and Barrier Crashworthiness Issues Confronting Vehicle and Barrier Manufactures and Government Regulators, Australian Road Forum (ARF) National Roads Summit, 3rd, Conference Proceedings, 2006.
  15. Design Manual for Road and Bridges, Department for Transport Highway Agency, UK Vol. 5, Section 1 Part 3 TA 79/99 Amendment No. 1, 1999.
  16. A Policy on Geometric Design of Highways and Streets, American Association of State Highway and Transportation Officials, 2011.
  17. D. Harwood. Effective Utilization of Street Width, NCHRP Report 330 Transportation Research Board, National Research Council, Washington DC, 1990.
  18. Highway Safety Manual, First Edition, ISBN Number: 1-56051-477-0, AASHTO, 2010.
  19. A.M.F. Medina, A.P. Tarko, Relationships between Road Design, Driver Behavior, and Crashes in Four-lane Highways, Fourth LACCEI International
  20. Latin American and Caribbean Conference for Engineering and Technology (LACCET’2006) Proc., 2006.
  21. F. Sagberg, Effects of Painted Median on Lateral Position and Speed, A Comparison between Two Treatments on E6 in Norway, TØI Report, 2007.
  22. R. Tay. Can. J. Trans. 1/1 (2007).

Share

COinS
 
 

To view the content in your browser, please download Adobe Reader or, alternately,
you may Download the file to your hard drive.

NOTE: The latest versions of Adobe Reader do not support viewing PDF files within Firefox on Mac OS and if you are using a modern (Intel) Mac, there is no official plugin for viewing PDF files within the browser window.