Analysis of Road Network Performance in Universitas Islam Negeri Raden Intan Area using Microsimulation PTV VISSIM

Authors

  • Michael Michael Institut Teknologi Sumatera, Indonesia
  • Frenda Syaputra Institut Teknologi Sumatera, Indonesia
  • Bernaditha Catur Marina Institut Teknologi Sumatera, Indonesia
  • Ayu Kamila Khanza Institut Teknologi Sumatera, Indonesia

DOI:

https://doi.org/10.70609/g-tech.v9i4.8092

Keywords:

Road Network, VISSIM, GEH, Performance, One-way

Abstract

The road network in the area of the Raden Intan State Islamic University in Lampung often experiences congestion due to heavy traffic, resulting in a decline in road performance. The objective of this study is to analyze existing performance, implement improvement scenarios, and evaluate the impact of improvement scenarios. A descriptive quantitative method was used, involving field surveys covering traffic volume, vehicle speed, and side obstacles. Traffic simulation modeling was conducted using PTV VISSIM software, calibrated by adjusting microscopic traffic parameters and validated through GEH and MAPE tests, ensuring the modeling results accurately represent actual traffic conditions on-site. The results showed the performance of the existing road network, with an average speed of 25.13 km/h, an average queue length of 16.3 m, and an average delay of 73.84 seconds. Three improvement scenarios were conducted using a one-way system and the use of the right lane. All three improvement scenarios showed improvements, with the most significant improvement using scenario 1, which had an average speed of 26.69 km/h, an average queue length of 2.18 m, and an average delay time of 10.13 seconds.

References

Ahmad, M. I. C., Lefrandt, L. I. R., & Rompis, S. Y. R. (2023). Analisis Kinerja Simpang Bersinyal Menggunakan Metode Pkji Dan Metode Ptv Vissim (Studi Kasus: Jl. Sam Ratulangi-Jl. Babe Palar, Kota Manado) (Vol. 21, Issue 83).

Arianto, F. (2023, September 18). Perempatan Jalan Pulau Sebesi - Uin Lampung Macet Semrawut Tiap Sore, Pengendara: Dishub Dan Polantas Kemana? Https://Lampungpro.Co/News/Perempatan-Jalan-Pulau-Sebesi-Uin-Lampung-Macet-Semrawut-Tiap-Sore-Pengendara-Dishub-Dan-Polantas-Kemana.

Faizurrahim, M. I. (2025). Analisis Kinerja Simpang Bersinyal Jalan Sultan Agung-Ki Maja Bandar Lampung Melalui Penerapan Sistem Actuated Traffic Controller Menggunakan Perangkat Lunak Mikrosimulasi Lalu Lintas. Institut Teknologi Sumatera.

Ferdinandus, A. V, & Lewaherilla, N. (2017). Perencanaan Geometrik Jalan Dan Tebal Perkerasan (Analisa Komponen Method) Pada Ruas Jalan Masiwang-Airnanang Kabupaten Seram Bagian Timur Sta 40 + 000-43 + 000. 3(1).

Fernanda, E. C., Cahyono, S. D., & Rohman, R. K. (2021). Kajian Kinerja Lalu Lintas Akibat Aktifitas Kampus Universitas Merdeka Madiun. Prosiding Fintek. Www.Intakindojatim.Org/Prosidingfintek

Irenita, N., Suryobuwono, A. A., Herdian, T., Purnomo, V. M., Max, R., & Gugat, D. (2022). Analisis Kinerja Ruas Jalan Raya Puncak (Taman Safari-Gunung Mas) Kecamatan Cisarua, Kabupaten Bogor Dengan Menggunakan Software Ptv Vissim. Jurnal Sistem Transportasi & Logistik, 2(1). Https://Journal.Itltrisakti.Ac.Id/Index.Php/Jstl

Juwita, F. (2021). Evaluasi Kinerja Simpang Tak Bersinyal Menggunakan Ptv Vissim 9.0 (Studi Kasus Jalan Ah Nasution – Jalan Way Pangabuan – Jalan Tanggamus). Jurnal Teknika Sains, 6(1). Https://Jurnal.Saburai.Id/Index.Php/Teknik/Article/View/1266/938 DOI: https://doi.org/10.24967/teksis.v6i1.1266

Karunia, M. N., Nadi, M. A. B., & Alfianto, D. (2021). Analisis Persimpangan Tak Bersinyal Menggunakan Software Ptv Vissim (Studi Kasus: Jalan Urip Sumoharjo-Jalan Kimaja). In Original Article Journal Of Infrastructure Planning And Design (Vol. 1, Issue 1).

Nindita, F. A. (2021, February 3). Nalisis Kinerja Simpang Bersinyal Menggunakan Software Vissim (Studi Kasus: Simpang Ngabean Yogyakarta). Https://Repository.Uajy.Ac.Id/Id/Eprint/23145.

Pangestu, R. K. F., Herianto, D., & Putra, S. (2025). Analisis Kinerja Simpang Takbersinyal Menggunakan Aplikasi Ptv Vissim (Studi Kasus Simpang Jalan Pulau Sebesi-Jalan H. I. Madang-Jalan Prof. D. R. Hamka). In Jurnal Teknik Sipil (Vol. 14, Issue 1).

Rizqiah, B. F., Yulianto, B., & Setiono, S. (2021). Analisis Model Simpang Ngapeman Menggunakan Program Simulasi Ptv Vissim. Matriks Teknik Sipil, 9(4), 239. Https://Doi.Org/10.20961/Mateksi.V9i4.54784 DOI: https://doi.org/10.20961/mateksi.v9i4.54784

Romadhona, P. J., Ikhsan, T. N., & Prasetyo, D. (2019). Aplikasi Permodelan Lalu Lintas :Ptv Vissim 9.0 (Modelling Basic Using Microscopic Traffic Flow Simulation). Uii Press.

Senna, R. A., Mukti, E. T., & Suyono, R. S. (2020). Penataan Manajemen Lalu Lintas Jalan Supadio Dan Jalan Mayor Alianyang Kubu Raya Akibat Pembangunan Kawasan Komersial Terpadu Bumi Raya City. Jurnal Mahasiswa Teknik Sipil, 7(2).

Susilo, B. H., & Imanuel, I. (2018). Analisis Lalu Lintas Penerapan Sistem Satu Arah Di Kawasan Dukuh Atas, Jakarta. Jurnal Teknik Sipil, 14(2). Https://Doi.Org/Https://Doi.Org/10.28932/Jts.V14i2.1795 DOI: https://doi.org/10.28932/jts.v14i2.1795

Udiana, I. M., Saudale, A. R., & Pah, J. J. S. (2014). Analisa Faktor Penyebab Kerusakan Jalan (Studi Kasus Ruas Jalan W.J. Lalamentik Dan Ruas Jalan Gor Flobamora). Jurnal Teknik Sipil, Iii(1). Https://Doi.Org/Https://Doi.Org/10.35508/Jts.3.1.13-18

Yuniasa, P., Rahayu, M. J., & Rini, E. F. (2023). Pengaruh Pemanfaatan Lahan Terhadap Pola Pergerakan Spasial Pada Jalan Letjen S. Parman, Surakarta. Region : Jurnal Pembangunan Wilayah Dan Perencanaan Partisipatif, 18(1), 210. Https://Doi.Org/10.20961/Region.V18i1.53116 DOI: https://doi.org/10.20961/region.v18i1.53116

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Published

2025-10-26

How to Cite

Analysis of Road Network Performance in Universitas Islam Negeri Raden Intan Area using Microsimulation PTV VISSIM. (2025). G-Tech: Jurnal Teknologi Terapan, 9(4), 2110-2119. https://doi.org/10.70609/g-tech.v9i4.8092

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