ANALYSIS OF THE PERFORMANCE EFFECTIVENESS OF THE KARYA WISATA INTERNATIONAL SYSTEM USING THE PTV VISSIM SIMULATION APPROACH AND THE 2023 PKJI STANDARDS
DOI:
https://doi.org/10.5281/zenodo.23005469Keywords:
Intersection Performance, PKJI 2023, PTV VISSIM, Side Friction, Traffic Signal Control (APILL).Abstract
Karya Wisata intersection in Medan Johor District experiences declining traffic performance due to high vehicle volumes and side friction from commercial activities. This study evaluates existing intersection performance using the 2023 Indonesian Road Capacity Manual (PKJI 2023) and PTV VISSIM and identifies the most effective improvement scenario. Traffic volume, road geometry, and side friction were obtained through field surveys. The existing condition had a degree of saturation of 0.81, an average simulated delay of 31.80 seconds/vehicle, a maximum queue length of 35.75 meters, and Level of Service (LOS) D. Five improvement scenarios were evaluated: a separating median, U-turn relocation, traffic signal control (APILL), combined APILL and median treatment, and a flyover. APILL was selected as the most practical tactical intervention, achieving LOS B with an average delay of 19.71 seconds/vehicle and a maximum queue length of 73.13 meters. The flyover achieved LOS A but was positioned as a secondary long-term alternative. The study recommends APILL supported by side-friction control to optimize intersection performance and maintain traffic-flow stability.
Downloads
References
Afni, D. N., Juwita, F., Prikurnia, A. K., & Putri, I. Y. (2023). Analisis simpang tak bersinyal di Jalan Ahmad Yani–Jalan Raden Intan Gadingrejo menggunakan PKJI 2023. Jurnal Teknika Sains.
Amrizal, Hasanul Arifin Purba, & S Efri Debby Ekinola Ritonga. (2026). Analisis Kinerja dan Rekayasa Lalu Lintas pada Jalan Pulau Irian Kawasan Industri Medan I. JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION, 10(1), 51–57. https://doi.org/10.31289/jcebt.v10i1.16409
BPS Kota Medan. (2026). Kota Medan dalam angka 2026. Medan: BPS Kota Medan.
Direktorat Jendral Bina Marga. (2023). Pedoman Kapasitas Jalan Indonesia (PKJI 2023). Jakarta: Kementrian Pekerjaan Umum dan Perumahan Rakyat.
Febriyani, I. S., Saepudin, U., & Defiana, Y. (2024). Analisis pengaruh aktifitas U-turn terhadap kinerja jalan menggunakan metode PKJI 2023 (Studi kasus: Jalan HZ. Mustofa Kota Tasikmalaya). JITEKS (Jurnal Ilmiah Teknik Sipil).
Indonesia, Republik. (2022). Undang-Undang Nomor 2 Tahun 2022 tentang Perubahan Kedua atas Undang-Undang Nomor 38 Tahun 2004 tentang Jalan. Jakarta: Sekretariat Negara.
Lubis, M., Hasibuan, M. M., & Batubara, A. A. (2021). Analisa kinerja simpang empat bersinyal Jl. SM. Raja–Pelangi–Turi, Kec. Medan Kota, Kota Medan, Sumatera Utara. Fakultas Teknik, Universitas Islam Sumatera Utara.
Madani, M. F., & Supriyanto, B. (2024). Evaluasi kinerja simpang bersinyal menggunakan program Sidra Intersection 8.0 (Studi kasus: Simpang Tlogomas Malang). Jurnal Bangunan: Teori, Praktik, Penelitian, dan Pengajaran Teknik.
Nababan, J. H., Rorrong, S., & David. (2024). Analisis U-turn (putaran balik) terhadap kelancaran arus lalu lintas (Studi kasus Jalan Trikora Manokwari). Jurnal Sipil Terapan.
Putri, T. R., Isradi, M., & Mufhidin, A. (2021). Analisis kinerja simpang bersinyal Setia Darma 2–Inspeksi Kalimalang, Bekasi. Prosiding Seminar Intelektual Muda.
Simanjuntak, J. O., Simanjuntak, N. I., & Harefa, O. I. (2022). Evaluasi kinerja simpang tiga tak bersinyal (Studi kasus: Simpang Jl. Deli Tua Pamah–Jl. Besar Deli Tua, Sumatera Utara). CONSTRUCT: Jurnal Teknik Sipil.
Zulkarnaen, D., Mayuni, S., Mukti, E. T., & Nurhayati. (2024). Geometric design of coordinated traffic signal intersections: Case study of four-way intersections at Kapuas II Bridge and Kapur Village. Jurnal Teknik Sipil (Universitas Tanjungpura).
