PERFORMANCE ANALYSIS OF UNSIGNALIZED INTERSECTIONS AND ROAD SECTIONS USING VISSIM SOFTWARE
DOI:
https://doi.org/10.21009/jpensil.v12i2.34770Keywords:
Intersection, PKJI 2014, Vissim ModellingAbstract
The Kodim intersection is one of the intersections at Jalan Raya Sawangan. Identifying vehicle traffic, performance, and potential remedies at the Kodim intersection and Jalan Raya Sawangan was the goal of this study. The information gathered from the survey results, the research technique employs a strategy from the PKJI (Pedoman Kapasitas Jalan Indonesia) and a simulation utilizing the PTV Vissim program. Based on the results of data analysis and processing, the busiest traffic flow at the Kodim intersection occurred on Weekday at 17.30–18.30 WIB with a degree of saturation value of 1,391 and the LoS value is F. Analysis of the road section also obtained the largest volume of vehicles on Weekday at 17.15–18.15 WIB, the degree of saturation value is 1.49, so the Los value is F. By carrying out several repair solutions, the best service level value is obtained for the repair solution by making a flyover. The solution of making a flyover produces a degree of saturation value of 0.382, so that the Level of Service (Los) value of the intersection is obtained at level B. The resulting degree of saturation value is below 0.85, as required in the PKJI 2014.
References
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PKJI. (2014). Kapasitas Jalan Perkotaan. Direktorat Jenderal Bina Marga, 1–63.
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Ratnaningsih, D. (2016). Analisis Kinerja Simpang Ciliwung Kota Malang. Prokons: Jurnal Teknik Sipil, 10(2), 127–131.
Rorong, N., Elisabeth, L., & Waani, J. E. (2015). Di Ruas Jalan S.Parman Dan Jalan Di.Panjaitan Di Ruas Jalan S.Parman Dan Jalan Di.Panjaitan. Jurnal Sipil Statik, 3(11), 747–758.
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Susilo, B. H. (2015). Dasar-dasar rekayasa transportasi. In Buku Dosen-2014.
Tettamanti, T., & Varga, I. (2012). Development of road traffic control by using integrated VISSIM-MATLAB simulation environment. Periodica Polytechnica Civil Engineering, 56(1), 43–49. https://doi.org/10.3311/pp.ci.2012-1.05
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Wu, L., Zhang, R., Zhou, R., & Wu, D. (2021). An edge computing based data detection scheme for traffic light at intersections. Computer Communications, 176, 91–98. https://doi.org/https://doi.org/10.1016/j.comcom.2021.05.014
Castañeda, K., Sánchez, O., Herrera, R. F., Pellicer, E., & Porras, H. (2021). BIM-based traffic analysis and simulation at road intersection design. Automation in Construction, 131, 103911. https://doi.org/https://doi.org/10.1016/j.autcon.2021.103911
Cindy Irene Kawulur, T.K. Sendow, E. Lintong, A. L. E. R. (2013). Pengemudi ( Studi Kasus Ruas Jalan Manado-Bitung ). Jurnal Sipil Statik, 1(4), 289–297.
Cindy, N. (2016). Analisa dan Solusi Kemacetan Lalu Lintas di Ruas Jalan Kota (Studi Kasus Jalan Imam Bonjol - Jalan Sisingamangaraja). Jrsdd, 4(ISSN:2303-0011), 153–162.
de Souza, A. M., Brennand, C. A. R. L., Yokoyama, R. S., Donato, E. A., Madeira, E. R. M., & Villas, L. A. (2017). Traffic management systems: A classification, review, challenges, and future perspectives. International Journal of Distributed Sensor Networks, 13(4). https://doi.org/10.1177/1550147716683612
Fan, R., Yu, H., Liu, P., & Wang, W. (2013). Using VISSIM simulation model and Surrogate Safety Assessment Model for estimating field measured traffic conflicts at freeway merge areas. IET Intelligent Transport Systems, 7(1), 68–77. https://doi.org/10.1049/iet-its.2011.0232
Fazlurahman, I. (2019). ANALISIS KEMACETAN LALU LINTAS PADA SIMPANG BERSINYAL (Studi Kasus : Simpang Ir. H. Juanda – Raya Bogor). Prosiding Seminar Intelektual Muda, 1(1), 284–289. https://doi.org/10.25105/psia.v1i1.5962
Fellendorf, M. (1994). VISSIM: A microscopic Simulation Tool to Evaluate Actuated Signal Control including Bus Priority. 64th Institute of Transportation Engineers Annual Meeting, January, 1–9.
Firdaus, O. (2013). Analisis Tingkat Pelayanan Jalan Pada Ruas Jalan Utama Kota Pangkalpinang. Forum Profesional Teknik Sipil.
Gea, M. S. A., & Harianto, J. (2011). Analisis Kinerja Ruas Jalan Akibat Parkir Pada Badan Jalan. Universitas Sumatera Utara, 1, 1–10.
Harianto, J. (2004). Perencanaan Persimpangan tidak Sebidang pada Jalan Raya. Universitas Sumatera Utara, 1–16.
Harry Patmadjaja,Julius Urbanus,Paul Tjahjaputra, R. S. (2003). Pengaruh Kegiatan Perparkiran Di Badan Jalan Terhadap Kinerja Ruas Jalan Studi Kasus Jalan Kertajaya. Civil Engineering Dimension, 5(2), 63–74.
Haryati, S., & Najid, N. (2021). Analisis Kapasitas Dan Kinerja Lalu Lintas Pada Ruas Jalan Jenderal Sudirman Jakarta. JMTS: Jurnal Mitra Teknik Sipil, 4(1), 95. https://doi.org/10.24912/jmts.v0i0.10460
Imarianto, G., Pandulu, G. D., & Arifianto, A. K. (2017). Analisis Tingkat Pelayanan Jalan Pada Ruas Jalan Gajayana Kecamatan Lowokwaru Kota Malang. Program Studi Teknik Sipil, Fakultas Teknik, Universitas Tribhuwana Tunggadewi Malang, 1(2), 64–74.
Iyataan, P. (2015). Peningkatan Arus Lalu Lintas ( Studi Kasus Simpang Tiga Lengan Gamping Yogyakarta dan Simpang Empat Lengan Pelemgurih Yogyakarta ).
Jurusan, D., Sipil, T., Teknik, F., & Udayana, U. (2011). ANALISIS KINERJA SIMPANG BERSINYAL (Studi Kasus Jalan Teuku Umar Barat – Jalan Gunung Salak) A.A.N.A. Jaya Wikrama. 15(1).
Kementerian Pekerjaan Umum. (2014). Kapasitas Simpang. Panduan Kapasitas Jalan Indonesia, 68.
Kinerja, A., Jalan, R., Biaya, D. A. N., Akibat, P., Ngurah, I. G., Agung, G., Wedagama, D. M. P., & Suparsa, I. G. P. (2013). Analisis kinerja ruas jalan dan biaya perjalanan akibat tundaan pada ruas jalan ( Studi kasus : Segmen Simpang Gunung Soputan-Simpang Teuku Umar Barat). Jurnal Ilmiah Elektronik Infrastruktur Teknik Sipil, 2(2), 1–7.
Koloway, B. S. (2009). Kinerja Ruas Jalan Perkotaan Jalan Prof Dr. Satrio, DKI Jakarta. Journal of Regional and City Planning, 20(3), 215–230.
Lalenoh, R. H., Sendow, T. K., & Jansen, F. (2015). Analisa Kapasitas Ruas Jalan Sam Ratulangi Dengan Metode Mkji 1997 Dan Pkji 2014. Jurnal Sipil Statik, 3(11), 737–746.
Lestari, F. A. (2014). Analisis Dampak Lalu Lintas Akibat Adanya Pusat Perbelanjaan Dikawasan Pasar Pagi Pangkalpinang Terhadap Kinerja Ruas Jalan. Jurnal Fropil, 2(1), 32–44.
Manjunatha, P., Vortisch, P., & Mathew, T. (2013). Methodology for the Calibration of VISSIM in Mixed Traffic. Transportation Research Board 92nd Annual Meeting, 11.
Mudiyono, R., & Anindyawati, N. (2017). Analisis Kinerja Jalan Majapahit Kota Semarang (Studi Kasus: Segmen Jalan Depan Kantor Pegadaian Sampai Jembatan Tol Gayamsari). Prosiding Seminar Nasional Inovasi Dalam Pengembangan SmartCity, 1(1), 345–354.
Munawar, A. (2011). Speed and capacity for urban roads, Indonesian experience. Procedia - Social and Behavioral Sciences, 16, 382–387. https://doi.org/10.1016/j.sbspro.2011.04.459
Munawar, A., Irawan, M. Z., & Fitrada, A. G. (2017). Development of urban road capacity and speed estimation methods in Indonesia. Lecture Notes in Engineering and Computer Science, 2230, 564–567.
Nellore, K., & Hancke, G. P. (2016). A survey on urban traffic management system using wireless sensor networks. Sensors (Switzerland), 16(2). https://doi.org/10.3390/s16020157
Olayode, I. O., Tartibu, L. K., & Okwu, M. O. (2021). Prediction and modeling of traffic flow of human-driven vehicles at a signalized road intersection using artificial neural network model: A South African road transportation system scenario. Transportation Engineering, 6, 100095. https://doi.org/https://doi.org/10.1016/j.treng.2021.100095
Peraturan Menteri Perhubungan. (2006). C:lg depan\ mrll tgl 13/2/066 /usb kepmen 1. Peraturan Menteri Perhubungan.
PKJI. (2014). Kapasitas Jalan Perkotaan. Direktorat Jenderal Bina Marga, 1–63.
Porat, D. F. (2009). Analisis Simpang Bersinyal Pada Simpang Tiga Maguwoharjo Yogyakarta.
Ramadhan, S. A., Joelianto, E., & Sutarto, H. Y. (2019). Simulation of Traffic Control Using Vissim-COM Interface. Internetworking Indonesia Journal, 11(1), 55–61.
Ratnaningsih, D. (2016). Analisis Kinerja Simpang Ciliwung Kota Malang. Prokons: Jurnal Teknik Sipil, 10(2), 127–131.
Rorong, N., Elisabeth, L., & Waani, J. E. (2015). Di Ruas Jalan S.Parman Dan Jalan Di.Panjaitan Di Ruas Jalan S.Parman Dan Jalan Di.Panjaitan. Jurnal Sipil Statik, 3(11), 747–758.
Saleh, S. M., Sugiarto, S., Hilal, A., & Ariansyah, D. (2017). A study on the traffic impact of the road corridors due to flyover construction at Surabaya intersection, Banda Aceh of Indonesia. AIP Conference Proceedings, 1903, 1–7. https://doi.org/10.1063/1.5011559
Siddharth, S. M. P., & Ramadurai, G. (2013). Calibration of VISSIM for Indian Heterogeneous Traffic Conditions. Procedia - Social and Behavioral Sciences, 104, 380–389. https://doi.org/10.1016/j.sbspro.2013.11.131
Sondakh Marunsenge James Timboeleng, G. A., & Elisabeth, L. (2015). Pengaruh Hambatan Samping Terhadap Kinerja Pada Ruas Jalan Panjaitan (Kelenteng Ban Hing Kiong) Dengan Menggunakan Metode Mkji 1997. Jurnal Sipil Statik, 3(8), 571–582.
Susilo, B. H. (2015). Dasar-dasar rekayasa transportasi. In Buku Dosen-2014.
Tettamanti, T., & Varga, I. (2012). Development of road traffic control by using integrated VISSIM-MATLAB simulation environment. Periodica Polytechnica Civil Engineering, 56(1), 43–49. https://doi.org/10.3311/pp.ci.2012-1.05
Vikri, M., Septiansyah, M., & Wulansari, dwi novi. (2018). Analisa Kinerja Ruas Jalan Medan Merdeka Barat, DKI JAKARTA. Jurnal Kajian Teknik Sipil , 3(2), 110–115.
Wu, L., Zhang, R., Zhou, R., & Wu, D. (2021). An edge computing based data detection scheme for traffic light at intersections. Computer Communications, 176, 91–98. https://doi.org/https://doi.org/10.1016/j.comcom.2021.05.014
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2023-05-29
How to Cite
Mufhidin, A., & Chaniago, N. A. D. (2023). PERFORMANCE ANALYSIS OF UNSIGNALIZED INTERSECTIONS AND ROAD SECTIONS USING VISSIM SOFTWARE. Jurnal Pensil : Pendidikan Teknik Sipil, 12(2), 160–177. https://doi.org/10.21009/jpensil.v12i2.34770
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