ANALISIS KINERJA SIMPANG EMPAT TRUNOJOYO – KH. SAJAD – DR. WAHIDIN KABUPATEN SUMENEP MENGGUNAKAN PERANGKAT LUNAK PTV VISTRO

Nur Aryasatya Nugraha, Lydia Novitriana Nur Hidayati, Budi Yulianto

Abstract

Intersection Four Trunojoyo - KH. Sajad - Dr. Wahidin are intersections included in the Trunojoyo road network. Intersection Four Trunojoyo - KH Sajad - Dr. Wahidin is a newly implemented intersection because it was not an intersection five years ago. The research aims to analyse the performance of the signalised intersection at the Trunojoyo - KH Sajad - Dr. Wahidin. The study analysis used PTV Vistro software. The modelling method refers to HCM 2010. Modelling is done with two scenarios: existing and locally optimised conditions. After modelling the existing conditions, validation is carried out through queue length using Microsoft Excel software. There is an increase in performance modelling when a single optimisation scenario and vehicle actuated is carried out compared to existing conditions. In the existing conditions, the Trunojoyo - KH. In the morning peak hour, Sajad - Dr. Wahidin Interchange produces a DS value = 0.39, D = 34.52 seconds /mp, and the afternoon peak hour DS value = 0.41 and D = 38.59. The best optimisation performance is in the vehicle actuated optimisation type scheme 1, with an extension time of 2 seconds. The intersection of Trunojoyo - KH. Sajad - Dr. Wahidin has a degree of saturation (DS) = 0.34 and delay = 19.4 sec/smp in the morning peak hour, while the afternoon peak hour produces a degree of saturation (DS) = 0.41 and delay = 21.18 sec/smp. The use of detectors in PTV Vistro modeling can improve intersection performance, followed by the appropriate setting of other signal parameters.

Full Text:

PDF

References

Bullen, A. G. R. (1989). Effects of actuated signal settings and detector placement on vehicle delay. Transportation Research Record, 1244, 32–38.

Calle-Laguna, A. J., Du, J., & Rakha, H. A. (2019). Computing optimum traffic signal cycle length considering vehicle delay and fuel consumption. Transportation Research Interdisciplinary Perspectives, 3(x), 100021. https://doi.org/10.1016/j.trip.2019.100021

Direktorat Jenderal Bina Marga, 1997, Manual Kapasitas Jalan Indonesia (MKJI), Departemen Pekerjaan Umum, Jakarta.

Geladi, E. G., Yulianto, B., & Purwanto, E. (2018). Perhitungan Kinerja Simpang Bersinyal Menggunakan Metode MKJI 1997 dan Perangkat Lunak PTV Vistro (Studi Kasus Simpang Empat Ngemplak dan Simpang Tiga Gilingan Kota Surakarta). E-Jurnal Matriks Teknik Sipil, 495–501.

Fathoni, A. I., 2015, Evaluasi Kinerja Pada Simpang Tiga Popongan Popongan Tegalondo Kabupaten Klaten, Universitas Sebelas Maret, Surakarta.

Fitriani, N., Purwanto, E., Tsani, M. R., Mardikawati, B., & Hidayat, D. W. (2022). Performance Evaluation of Significant Intersections (Apill Adaptive Radar and Loop Detector). Jurnal Teknologi Transportasi Dan Logistik, 3(2), 89–96.

Nie, C., Wei, H., Shi, J., & Zhang, M. (2021). Optimizing actuated traffic signal control using license plate recognition data: Methods for modeling and algorithm development. Transportation Research Interdisciplinary Perspectives, 9(February), 100319. https://doi.org/10.1016/j.trip.2021.100319

Nugroho, F. S., Yulianto, B., & Setiono, S. (2022). Analisis Kinerja Simpang Empat Staggered Kleco dan Simpang Tiga Faroka Kota Surakarta Menggunakan Perangkat Lunak PTV Vistro. Matriks Teknik Sipil, 10(3), 238. https://doi.org/10.20961/mateksi.v10i3.64443

Nurraman, M. F., Yulianto, B., & Setiono, S. (2022). Analisis Kinerja Simpang Bersinyal Pada Jalur Flyover Purwosari Kota Surakarta Dengan Menggunakan Perangkat Lunak Ptv Vistro. Matriks Teknik Sipil, 10(3), 247. https://doi.org/10.20961/mateksi.v10i3.64445

Pattiapon, M. L. (2015). Studi kasus : PT. Nisso Bahari Surabaya. Arika, 09(1). http://mba.tuck.dartmouth.edu

Pratama, A. A. (2012). Analisis Tundaan Pada Simpang Bersinyal Studi Kasus : Simpang Dago.

PTV AG. (2017). PTV User Manual. Jerman: PTV Group

Rosyady, P. A., Ikhsan, Z. A., & Feter, M. R. (2022). Prototype Lampu Lalu Lintas Adaptif Berdasarkan Panjang Antrian Kendaraan Berbasis Arduino Uno. CIRCUIT: Jurnal Ilmiah Pendidikan Teknik Elektro, 6(2), 173–186.

Simõesa, M. L., & Ribeiroa, I. M. (2011). Global optimization and complementarity for solving a semiactuated traffic control problem. Procedia - Social and Behavioral Sciences, 20, 390–397. https://doi.org/10.1016/j.sbspro.2011.08.045

Surentu, R. V., Yacob, S., Rompis, R., Ingrid, L., & Lefrandt, R. (2024). Pengaruh Proporsi Sepeda Motor Terhadap Panjang Antrian Kendaraan Pada Simpang Bersinyal Jalan Yos Sudarso Paal 2. 6(2), 66–77.

Sutandi, A. C. (2008). Comparative Analysis of Advanced and Fixed Time Traffic Control Systems in Increasing Traffic Performance. 51–58.

Thahir, A. B., Yulianto, B., & Setiono, S. (2022). Analisis Kinerja Simpang Bersinyal Pada Simpang Empat Tugu Wisnu dan Simpang Empat Girimulyo Kota Surakarta Dengan Menggunakan Perangkat Lunak PTV Vistro. Matriks Teknik Sipil, 10(4), 341. https://doi.org/10.20961/mateksi.v10i4.64483

Transportation Research Board, (2010). HCM 2010 : highway capacity manual. Washington, D.C.

van Wageningen-Kessels, F., van Lint, H., Vuik, K., & Hoogendoorn, S. (2015). Genealogy of traffic flow models. EURO Journal on Transportation and Logistics, 4(4), 445–473. https://doi.org/10.1007/s13676-014-0045-5

Webster. F. V. 1958. Traffic Signal Setting Road Research Technique Paper No. 39, Road Research Laboratory, London.

Wedagama, D. M. P. (2019). The influence of mixed traffic on congestion level and marginal road congestion. International Journal of GEOMATE, 18(69), 18–25. https://doi.org/10.21660/2019.64.15106

Yulianto, B., Setiono, S & Jaisyurrahman, M. L. (2023). Analisis Kinerja Simpang Bersinyal Pada Pusat Perdagangan Kota Surakarta Menggunakan Perangkat Lunak PTV Vistro). 11(1), 88–95.

Yulianto, B., Setiono, S., & Fajar, B. A. K. (2023). Analisis Kinerja Simpang Bersinyal Pada Pusat Perdagangan Kota Surakarta Menggunakan Perangkat Lunak Ptv Vistro (Studi Kasus Simpang Empat Gemblegan Dan Simpang Empat Sraten Kota Surakarta). Matriks Teknik Sipil, 11(1), 113. https://doi.org/10.20961/mateksi.v11i1.64881

Yulianto, B., (2018). Detector technology for demand responsive traffic signal control under mixed traffic conditions. AIP Conference Proceedings, 1977(June). https://doi.org/10.1063/1.5042991

Yulianto, B., (2007). Performance of Vehicle Actuated Control under Mixed Traffic Conditions, Jurnal Gema Teknik, Majalah Ilmiah Teknik, Fakultas Teknik Universitas Sebelas Maret, Indonesia, Nomor 2/Tahun X, pp. 7-15.

Yulianto, B., Atras, U. N., & Setiono, S. (2024). Analisis Kinerja Simpang Bersinyal Pada Simpang Empat Ketandan Dan Simpang Empat Sangkrah Kota Surakarta Dengan Perangkat Lunak Ptv Vistro. Matriks Teknik Sipil, 12(1), 1. https://doi.org/10.20961/mateksi.v12i1.77259

DOI: https://doi.org/10.20961/jrrs.v9i1.109779

Refbacks

  • There are currently no refbacks.