Evaluasi Kinerja Simpang Bersinyal Taman Sampangan Kota Semarang Menggunakan Metode PKJI 2023 dan PTV VISSIM
DOI:
https://doi.org/10.36312/panthera.v6i4.1557Keywords:
APILL Optimization, PKJI 2023, PTV VISSIM, Signalized Intersection, Level of ServiceAbstract
The increase in vehicle mobility in Semarang City has caused a decline in performance at several signalized intersections, one of which is the Taman Sampangan Intersection which has a low level of service. This study aims to evaluate the intersection performance in the existing condition in 2025 and the projected conditions in 2030, 2035, and 2040 using the PKJI 2023 method and PTV VISSIM software, while determining alternative treatments to improve the intersection's level of service. The analysis results show that the existing condition has a level of service D with an average delay of 38.37 seconds/pcu based on PKJI 2023 and 48.08 seconds/vehicle based on PTV VISSIM, with the North approach as the critical approach. Three treatment scenarios were analyzed including widening the North approach, optimizing the APILL cycle time from 96 seconds to 80 seconds, and a combination of both. The results show that the combination of geometric widening and APILL optimization provides the most consistent performance improvement and is able to maintain the level of service C until 2040 based on both methods. The research results can serve as a basis for planning geometric handling and APILL arrangements to improve the performance of the Taman Sampangan Intersection.
Downloads
References
Atmajaya, A. B., Hidayat, D. W., Suartawan, P. E., & Bawa, I. K. A. (2023). Evaluasi Efektifitas Pengaturan Sinyal pada Simpang 5 Balapan untuk Meningkatkan Kinerja Simpang dengan Pendekatan PKJI 2023 dan VISSIM. Jurnal Keselamatan Transportasi Jalan (Indonesian Journal of Road Safety), 2(10), 90-100. https://doi.org/10.46447/ktj.v10i2.568
Buck, H. S., Mallig, N., & Vortisch, P. (2017). Calibrating Vissim to Analyze Delay at Signalized Intersections. Transportation Research Record, 2615(1), 73-81. https://doi.org/10.3141/2615-09
Cahya P. P., A., Angelica, E. G., Setijowarno, D., & Hartanto, D. (2024). Optimalisasi Kinerja Simpang Bersinyal Menggunakan Metode Pedoman Kapasitas Jalan Indonesia (PKJI) 2023 dan Program PTV Vissim (Studi Kasus: Simpang Peterongan dan Simpang Ahmad Yani). G-SMART: Jurnal Teknik Sipil, 8(1), 17-27. https://doi.org/10.24167/gsmart.v8i1.11477
Chauhan, B. P., Joshi, G. J., & Parida, P. (2019). Car Following Model for Urban Signalised Intersection to Estimate Speed Based Vehicle Exhaust Emissions. Urban Climate, 29, 100480. https://doi.org/10.1016/j.uclim.2019.100480
Chodur, J., Ostrowski, K., & Tracz, M. (2016). Variability of Capacity and Traffic Performance at Urban and Rural Signalised Intersections. Transportation Research Procedia, 15, 87-99. https://doi.org/10.1016/j.trpro.2016.06.008
Dewantara, A. K. A. (2024). Perbandingan Metode MKJI 1997 dengan PKJI 2023 pada Analisis Kinerja Simpang Bersinyal (Studi Kasus: Simpang Bersinyal Pingit, Yogyakarta). Skripsi. Universitas Gadjah Mada.
Fazahudiya, K. (2024). Evaluasi Pedoman Kapasitas Jalan Indonesia (PKJI) 2023 dalam Menghitung Panjang Antrean Simpang Bersinyal. Tesis. Universitas Gadjah Mada.
Intini, P., Blasi, G., Fracella, F., Francone, A., Vergallo, R., & Perrone, D. (2025). Predicting Traffic Volumes on Road Infrastructures in the Context of Multi-Risk Assessment Frameworks. International Journal of Disaster Risk Reduction, 117, 105139. https://doi.org/10.1016/j.ijdrr.2024.105139
Munawaroh, E. L., & Isnarto, I. (2021). Implementasi Metode Eliminasi Gauss-Jordan dan Dekomposisi Crout dalam Memprediksi Volume Lalu Lintas. UNNES Journal of Mathematics, 10(2), 28-42. https://doi.org/10.15294/ujm.v10i2.50053
Nuriyatuzzahrok, N. (2024). Evaluasi Kinerja Simpang Perumnas dengan Metode PKJI 2023 dan Pemodelan VISSIM (Intersection Performanace Evaluation Using PKJI 2023 and VISSIM Modeling). Tugas Akhir. Universitas Islam Indonesia.
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. Jurnal Teknik Sipil, 14(1), 99-110.
Pranata, Y., Sumiyattinah, S., & Azwansyah, H. (2024). Evaluasi Kinerja Lalu Lintas Simpang Bersinyal Empat Lengan pada Persimpangan Jl. Alianyang - Jl. Yos Sudarso Kota Singkawang Menggunakan Software Vissim. JeLAST : Jurnal Teknik Kelautan, PWK, Sipil, dan Tambang, 11(2), 1-10. https://doi.org/10.26418/jelast.v11i2.80898
Rahmadhayanti, D. N., Suprapto, B., & Bakhtiar, A. (2024). Evaluasi Kinerja Simpang Alun-alun Kota Batu dengan Metode PKJI dan Software Vissim. Jurnal Rekayasa Sipil, 14(1), 1-10.
Sidik, A. D., & Ansawarman, A. (2022). Prediksi Jumlah Kendaraan Bermotor Menggunakan Machine Learning. Formosa Journal of Multidisciplinary Research, 1(3), 559-568. https://doi.org/10.55927/fjmr.v1i3.745
Soesanto, Q. M. B., Sofyan, A., & Frazila, R. B. (2016). Simulasi Pemodelan Jaringan Jalan untuk Memprediksi Pengurangan Emisi CO, NOx, PM10, dan SO2 dari Rencana Pembangunan Bus Rapid Transit di Kota Tangerang. Jurnal Teknik Lingkungan, 22(1), 63-72. https://doi.org/10.5614/j.tl.2016.22.1.7
Sumarda, G., Silvi, N. P., & Mauliah, P. N. (2025). Analisis Kinerja Simpang Bersinyal Menggunakan Metode PKJI 2023 dan Simulasi PTV Vissim (Studi Kasus: Simpang Gatot Subroto – Buluh Indah, Kota Denpasar. Jurnal Ilmiah Rekayasa Sipil, 22(2), 254-265. https://doi.org/10.30630/jirs.v22i2.2057
Surat Edaran Nomor 21/SE/Db/2023 tentang Pedoman Kapasitas Jalan Indonesia. 2023. Jakarta: Direktorat Jenderal Bina Marga, Kementerian Pekerjaan Umum dan Perumahan Rakyat Republik Indonesia.
Tama, Y. P. (2016). Fenomena Lalu Lintas Simpang Bersinyal di Kota Bekasi (Studi Kasus: Simpang Tol Bekasi Timur). Jurnal Pembangunan Wilayah dan Kota, 12(2), 195-209. https://doi.org/10.14710/pwk.v12i2.12895
Wandani, F. P., Siti, M., Yamamoto, M., & Yoshida, Y. (2018). Spatial Econometric Analysis of Automobile and Motorcycle Traffic on Indonesian National Roads and its Socio-Economic Determinants: Is it Local or Beyond City Boundaries? IATSS Research, 42(2), 76-85. https://doi.org/10.1016/j.iatssr.2017.07.001
Weyland, C. M., Baumann, M. V., Buck, H. S., & Vortisch, P. (2021). Parameters Influencing Lane Flow Distribution on Multilane Freeways in PTV Vissim. Procedia Computer Science, 184, 453-460. https://doi.org/10.1016/j.procs.2021.03.057
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2026 Sultan Ageng & Untoro Nugroho

This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
-
Attribution — You must give appropriate credit, provide a link to the license, and indicate if changes were made. You may do so in any reasonable manner, but not in any way that suggests the licensor endorses you or your use.
-
ShareAlike — If you remix, transform, or build upon the material, you must distribute your contributions under the same license as the original.











































