Section Research Articles

Analysis and Performance Improvement of a Four-Leg Unsignalized Intersection (Case of study: Duta Berlian Intersection, Dramaga, Bogor)

Vol. 10 No. 2: October 2025:

Ahmad Fatoni (1), Tri Sudibyo (2), Apriadi (3), Muhammad Fauzan (4)

(1) IPB University, Indonesia
(2) Teknik Sipil dan Lingkungan IPB
(3) IPB University, Indonesia
(4) IPB University, Indonesia
Fulltext View | Download

Abstract:

The Duta Berlian intersection near IPB University, Dramaga, Bogor experiences severe traffic congestion due to traffic volumes exceeding its capacity, high roadside friction, and the absence of traffic light. This study aims to evaluate the performance of the existing intersection and assess several improvement scenarios to improve intersection’s capacity and level of service (LOS). Traffic volume surveys were carried out using the Classified Turning Movement Counting (CTMC) method during morning and evening peak hours, followed by analysis of capacity, degree of saturation (DS), delay, and queue probability calculations. The 2023 Indonesian Highway Capacity Manual (PKJI 2023) and Ministry of Transportation Regulation No. 96/2015 were used as the analysis method and LOS classification. The analysis showed that the existing condition has DS of 1.08, average delay of 23.3 sec/PCU, queue probability of 93.23%, and LOS C. Four scenarios were tested: approach widening, conversion to a signalized intersection, application of a four-phase signal with right-turn separation, and addition of a left turn on red (LTOR) lane. The optimal scenario combined a minimum widening of 2 m with a four-phase signal and LTOR, reducing DS to 0.70, delay to 12–15 sec/PCU (LOS B), and potentially decreasing accident rates by 20–50%. In conclusion, conversion to a signalized intersection with geometric redesign and traffic flow management significantly improves intersection performance and is recommended to be equipped with yellow box junctions, markings, and signage as a medium-term solution. For a long-term solution, a grade-separated intersection is recommended.

References

[1] BPS Kabupaten Bogor, “Kabupaten Bogor dalam Angka,” 2024.

[2] N. Listiana and T. Sudibyo, “Analisis Kinerja Simpang Tak Bersinyal Jalan Raya Dramaga-Bubulak Bogor, Jawa Barat,” Jurnal Teknik Sipil dan Lingkungan, vol. 2, no. 2, 2019.

[3] E. Harahap, A. Suryadi, D. Darmawan, and R. Ceha, “Efektifitas Load Balancing Dalam Mengatasi Kemacetan Lalu Lintas,” vol. 16, no. 2, 2017, [Online]. Available: http://ejournal.unisba.ac.id

[4] M. B. G. Elkhasnet, “Kinerja Persimpangan dengan dan Tanpa Lampu Lalu Lintas pada Jalan Sangkuriang-Jalan Kolonel Masturi, Kota Cimahi,” 2019.

[5] B. Badaru and S. Muhammad, “EFEKTIVITAS TANGGUNG JAWAB KEPOLISIAN LALU LINTAS TERHADAP PENINDAKAN PELANGGARAN LALU LINTAS OLEH PENGANTAR JENAZAH,” Indonesian Journal of Legality of Law, vol. 6, no. 1, pp. 53–58, Dec. 2023, doi: 10.35965/ijlf.v6i1.3856.

[6] T. Sudibyo, “Pengaruh Pembatasan Jenis Kendaraan Terhadap Kinerja Ruas Jalan,” Jurnal Teknik Sipil dan Lingkungan, vol. 8, no. 3, pp. 177–182, Dec. 2023, doi: 10.29244/jsil.8.3.177-182.

[7] Menteri Perhubungan, Pedoman Pelaksanaan Kegiatan Manajemen dan Rekayasa Lalu Lintas. 2015.

[8] S. Direktorat Jenderal Bina Marga, P. Direktur di Direktorat Jenderal Bina Marga, P. Kepala Balai Besar, B. Pelaksanaan Jalan Nasional di Direktorat Jenderal Bina Marga, and P. Kepala Satuan Kerja di Direktorat Jenderal Bina Marga, “Pedoman Kapasitas Jalan Indonesia,” 2023.

[9] M. Daryl and M. Pratama, “RekaRacana: Jurnal Teknik Sipil © Jurusan Teknik Sipil Itenas Analisis Kinerja Simpang Tak Bersinyal Jalan A.H. Nasution dan Jalan Cikadut, Kota Bandung.”

[10] Bupati Bogor, Peraturan Daerah Kabupaten Bogor No 1 Tahun 2024 tentang Rencana Tata Ruang Wilayah Kabupaten Bogor Tahun 2024-2044. 2024.

[11] R. Sushmitha, S. Srikanth, and K. V. R. Ravi Shankar, “Impact of Side Friction on Saturation Flow at Signalized Intersections in Mixed Traffic Conditions,” U.Porto Journal of Engineering, vol. 8, no. 6, pp. 90–101, Nov. 2022, doi: 10.24840/2183-6493_008.006_0007.

[12] M. Kim, M. Schrader, H. S. Yoon, and J. A. Bittle, “Optimal Traffic Signal Control Using Priority Metric Based on Real-Time Measured Traffic Information,” Sustainability (Switzerland), vol. 15, no. 9, May 2023, doi: 10.3390/su15097637.

[13] D. B. Prakoso, S. Sutoyo, and T. Sudibyo, “Evaluasi Kinerja Simpang Bersinyal Jalan Pahlawan – Raden Saleh Sarif Bustaman di Bogor Jawa Barat,” Jurnal Teknik Sipil dan Lingkungan, vol. 4, no. 2, pp. 135–148, 2019, doi: 10.29244/jsil.4.2.135-148.

[14] Kementerian Perhubungan, PERATURAN MENTERI PERHUBUNGAN REPUBLIK INDONESIA NO 34 TENTANG MARKA JALAN. 2014.

[15] Kementerian Perhubungan, PERATURAN MENTERI PERHUBUNGAN REPUBLIK INDONESIA NO 13 TAHUN 2014 TENTANG RAMBU LALU LINTAS. 2014.

How to Cite

1.
Analysis and Performance Improvement of a Four-Leg Unsignalized Intersection (Case of study: Duta Berlian Intersection, Dramaga, Bogor). J-Sil [Internet]. 2025 Oct. 28 [cited 2025 Dec. 23];10(2):297-306. Available from: https://journal.ipb.ac.id/jsil/article/view/68225