Analisis Kinerja Simpang Jalan Imam Bonjol – Jalan Daya Nasional Kota Pontianak Menggunakan Metode PKJI 2023 dan Software PTV Vissim
DOI:
https://doi.org/10.55606/jurritek.v4i3.8293Keywords:
Unsignalized Intersection, PKJI 2023, PTV VISSIM, Intersection Performance, Traffic DelayAbstract
Increasing traffic activity at unsignalized intersections often results in congestion and delays. The intersection of Jl. Imam Bonjol and Jl. Daya Nasional experiences these conditions, making performance evaluation necessary. This research tends to scrutinize the intersection performance under existing conditions and five-year projected conditions and to identify appropriate improvement measures. The analysis was carried out using the 2023 Indonesian Road Capacity Guidelines (PKJI 2023) and PTV VISSIM microsimulation software. Data on intersection geometry, vehicle speed, and traffic volume were collected through CCTV observations on weekdays and weekends. The results show that under existing conditions, the degree of saturation reached 1.170 with an average delay of 33.75 seconds (LOS D). In the five-year projection, the degree of saturation increased to 1.239 with an average delay of 53.69 seconds (LOS E). These findings indicate a decline in intersection performance, highlighting the need for alternative traffic management measures to improve operational performance and service levels.
Downloads
References
Alamsyah. (2005). Dasar-dasar teknik lalu lintas dan transportasi. Penerbit ITB.
Ali, M. M., Hariyati, T., Pratiwi, M. Y., & Afifah, S. (2022). Metodologi penelitian kuantitatif dan penerapan nya dalam penelitian. Jurnal Penelitian, 2(2).
Direktorat Jenderal Bina Marga. (1997). Manual Kapasitas Jalan Indonesia (MKJI 1997). Departemen Pekerjaan Umum.
Direktorat Jenderal Bina Marga. (2023). Pedoman Kapasitas Jalan Indonesia (PKJI 2023). Kementerian Pekerjaan Umum dan Perumahan Rakyat.
Jotin Khisty, C., & Lall, B. K. (2015). Transportation engineering: An introduction (3rd ed.). Pearson Education.
Kementerian Pekerjaan Umum dan Perumahan Rakyat. (2018). Peraturan Menteri PUPR Nomor 05/PRT/M/2018 tentang Penetapan Kelas Jalan Berdasarkan Fungsi dan Intensitas Lalu Lintas serta Daya Dukung Menerima Muatan Sumbu Terberat dan Dimensi Kendaraan Bermotor. Kementerian PUPR.
Kementerian Perhubungan Republik Indonesia. (2015). Peraturan Menteri Perhubungan Republik Indonesia Nomor 96 Tahun 2015 tentang Pedoman Pelaksanaan Kegiatan Manajemen dan Rekayasa Lalu Lintas. Kementerian Perhubungan RI.
Kurniawan, A., & Saputro, H. (2024). Analisis perbandingan kinerja simpang bersinyal menggunakan metode PKJI 2023 dan simulasi PTV Vissim. Jurnal Teknik Sipil dan Infrastruktur, 12(1), 45–58.
Marlok. (1987). Perencanaan dan pengoperasian lalu lintas jalan. Gadjah Mada University Press.
PTV Group. (2022). PTV Vissim 2022 user manual. PTV Planung Transport Verkehr GmbH.
PTV Group. (2023). PTV Vissim 2023 user manual: Microscopic traffic simulation. PTV Planung Transport Verkehr AG.
Putri, R. S., & Wijaya, K. (2024). Optimasi waktu siklus lampu lalu lintas pada simpang kritis di Kota Pontianak menggunakan PTV Vissim. Jurnal Transportasi Wilayah, 8(2), 112–126.
Risdiyanto, R. (2014). Rekayasa & manajemen lalu lintas. Pengantar Teknik Sipil.
Tamin, O. Z. (2000). Perencanaan dan pemodelan transportasi. Penerbit ITB.
Tamin, O. Z. (2020). Perencanaan dan pemodelan transportasi. ITB Press.
Wahyuni, S., dkk. (2024). Kalibrasi dan validasi model mikrosimulasi Vissim pada simpang tak bersinyal di kawasan perkotaan. Jurnal Rekayasa Sipil Indonesia, 10(1), 22–35.
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2026 JURAL RISET RUMPUN ILMU TEKNIK
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
_001.jpg)
