The Effect of Toll Gate Type on the Queue of Vehicles in Connecting Roads: A case study of Bawen – Yogyakarta Toll Road

https://doi.org/10.22146/jcef.43975

Herna Puji Astutik(1*), Dewanti Dewanti(2)

(1) Department of Civil and Environmental Engineering, Universitas Gadjah Mada
(2) Universitas Gadjah Mada
(*) Corresponding Author

Abstract


Due to the increased population, accessibility from one place to another, and effort to support economic growth, the Indonesian Central Government plans to build 71 kilometers of Yogyakarta-Bawen Toll Road. It is, however, important to state that the technical requirements of a connecting road are an integral part of the toll road construction. Therefore, this research was conducted to determine the sufficient length for the connecting road between the toll gate and existing one to reduce the investment of Toll Road Business Entity and ensure a more extended return period of concession. The data used include the vehicle speed and daily traffic on the road while the maximum length value of vehicle queue occurring in the peak hour period and interval for each type of toll gate was calculated in the modeling simulation. The results showed the satellite gate with 4 lines has 159 meters, tandem with 2 lines has 434 meters, and extending with 3 lines has 513 meters. Since all the gates have less than 2 kilometers of queue length, the stretch of the connecting road in each toll of the plan needs to be analyzed to ensure effective development

Keywords


Toll Gate, Queue Length, Connecting Road, PTV Vissim 8

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References

Abdurrofi, M, 2017. Evaluasi Kinerja Antrin dan Pengelolaan Operasi Gerbang Tol Kanci. Universitas Gadjah Mada.

Abdurrofi, M., 2017. Evaluasi Kinerja Antrin dan Pengelolaan Operasi Gerbang Tol Kanci, s.l.: Universitas Gadjah Mada.

Andriyanto, A & Munawar, A, 2014. Simulasi Antrian Pintu Tol dengan Menggunakan Pemrograman Komputer (Studi Kasus Pintu Tol Cililitan), Yogyakarta: Universitas Gadjah Mada.

Aryandi, R. D & Munawar, A., 2014. Penggunaan Software Vissim untuk Analisis Simpang Bersinyal (Studi Kasus Simpang Mirota Kampus Terban Yogyakarta). Jember, Proceeding The International University Transportation Studies Forum.

Asian Development Bank, 2012. Funds. [Online]
Available at: http://www.adb.org/site/funds/funds
[Accessed 28 June 2013].

Bapenas, 2018. Outline Business Case Jalan Tol Bawen, Jakarta: Badan Perencana Pembangunan Nasional .

Chow, V. T., Maidment, D. R. & Mays, 1988. Applied Hydrology. New York: Mc. Graw-Hill Book Company.

Direktorat Jendral Bina Marga, 2009. Standar Geometri Jalan Bebas Hambatan Untuk Jalan Tol, Jakarta: Departemen Pekerjaan Umum Direktorat Jenderal Bina Marga.

Dowling R, Skabardonis A & Alexiadis V, 2004. (FHWA)Traffic Analysis Toolbox Volume III: Guidelines for Applying Traffic Microsimulation Modelling Software. Washington: Federal Highway Administration.

Gomes, G, May, A & Horowitz, R, 2004. Calibration of VISSIM for a Congested Freeway. Transportation. March, p. 46.

Irawan, M. Z & Putri, N. H, 2015. Kalibrasi Vissim Untuk Mikrosimulasi Arus Lalu Lintas Tercampur Pada Simpang Bersinyal (Studi Kasus: Simpang Tugu, Yogyakarta). Jurnal Penelitian Transportasi Multimoda, Volume 13(3), p. 97–106.

Matsumoto, H., Veldhuis, J., de Wit, J. & Burgh, G., 2008. Network Performance, Hub Connectivity Potential, and Competitive Position of Primary Airports in Asia/Pacific Region. Athens, Air Transport Research Society Conference.

McKinnon, I. A., Knodler, M & Christofa, E., 2014. Operational Analyses of Varied Toll Plaza Configurations. The New England Chronicle , 54(3), pp. 11-16.

Negoro, Y. A., 2018. Analisa Pengaruh Manajemen Kecepatan Terhadap Antrian Kendaraan Pada Exit Gerbang Tol Periode Lebaran, Yogyakarta: Universitas Gajah Mada.

Pamungkas, T. Y. D., 2015. The Issues of Track Maintenance Management In Indonesia (based on Study of the British Railways), Yogyakarta: Master Thesis Report. Department of Civil and Environmental Engineering. Universitas Gadjah Mada.

Ronaldo, A., 2012. Comparison Of The Micro-Simulation AISUM & Highway Traffic Performance Analysis. Journal Of Civil Engineering Forum, September, Volume 21, p. 131–1310.

Roy, V., Majumder, S. & Sanyal, D., 2010. Analysis of the Turbulent Fluid Flow in an Axi-symmetric Sudden Expansion. International Journal of Engineering Science and Technology, 2(6), pp. 1569-1574.

Satriotomo, D, 2011. Efektivitas Layanan Jalan Tol Kota Semarang Dalam Memenuhi Kebutuhan Pengguna, Universits Diponegoro: s.n.

Schaufler, A. E, 1997. Toll Plaza Design, Washington, DC: National Academy Press.

Transportation Research Board, 2010. ACRP Report 37 - Guidebook for Planning and Implementing Automated People Mover Systems at Airports, Washington, D.C: FAA.

Yulianto, Aditya, R. & Munawar, A, 2017. Penentuan Kapasitas Jalan Bebas Hambatan Dengan Aplikasi Perangkat Lunak Vissim. Volume 17(2), pp. 123-132.

Zhu, Z., Shaohui, C., Yanquan, Y., Auixiu, H., & Xinyi, Z., 2016. VISSIM Simulation-Based Expressway Exit Control Modes Research. Procedia Engineering, Volume 137, p. 738–746



DOI: https://doi.org/10.22146/jcef.43975

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