Performance Analysis of Unsignalized Intersections Based on PKJI 2023 (Case Study: Imam Bonjol – Taman – Waru Road, Sidoarjo)
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The growth of population and motorized vehicles in Sidoarjo Regency has led to an increase in traffic volume, which impacts the performance of intersections, particularly unsignalized intersections. This study aims to analyze the performance of the unsignalized intersection at Jalan Imam Bonjol – Taman – Waru based on the Indonesian Highway Capacity Manual (PKJI) 2023 and to propose improvement strategies. The research method involves field surveys using manual traffic counting conducted over three days during peak hours, including data on traffic volume, intersection geometry, and vehicle characteristics. The analysis covers traffic volume, intersection capacity, and degree of saturation (DS). The results show that the existing condition has a DS value of 0.86 with an average delay of 14.71 seconds/pcu, indicating that the intersection is operating under saturated conditions and does not meet the acceptable standard (DS < 0.85). Therefore, an improvement strategy is proposed by converting the intersection into a signalized intersection with a three-phase system. The results indicate a significant improvement, with the DS decreasing to 0.61, resulting in a more stable, efficient, and controlled traffic condition. Thus, the implementation of traffic signals is recommended to improve performance, traffic flow, and safety at the study location.
Contribution to Sustainable Development Goals (SDGs):
SDG 3: Good Health and Well-being:
SDG 9: Industry, Innovation, and Infrastructure:
SDG 11: Sustainable Cities and Communities
SDG 12: Responsible Consumption and Production
[1] R. Pratama, I. Elvina, and Supiyan, “Analisis Kepuasan
Pengguna Feri Penyeberangan Mintin Kabupaten
Pulang Pisau,” Jurnal Talenta Sipil, vol. 7, no. 1, p. 181,
Feb. 2024, doi: 10.33087/talentasipil.v7i1.426.
[2] N. Larasati et al., “Analisis Kinerja Simpang Tak
Bersinyal Berdasarkan PKJI 2023 (Studi Kasus: Jl. Raya
Waru, Jl. Kertomenanggal, dan Jl. Brigjend Katamso),”
JOMCER: Journal of Disaster Mitigation and Civil
Engineering Research, vol. 2, no. 2, pp. 38–45, Dec.
2024.
[3] D. N. Afni, F. Juwita, A. K. Prikurnia, and I. Y. Putri,
“Analisis Simpang Tak Bersinyal di Jalan Ahmad Yani
- Jalan Raden Intan Gadingrejo Menggunakan PKJI
2023,” Jurnal Teknika Sains, vol. 8, no. 2, pp. 135–142,
2023.
[4] D. A. P. A. G. Putri, K. M. K. Herin, and P. Ariawan,
“Analisis Kinerja Simpang Tiga Tak Bersinyal (Studi
Kasus Simpang Tiga Hang Tuah-Danau Beratan),”
Spektrum Sipil, vol. 10, no. 2, pp. 119–128, Oct. 2023,
doi: 10.29303/spektrum.v10i2.326.
[5] F. D. Prasetyo, R. B. Hamduwibawa, and T. Abadi,
“Evaluasi Kinerja Simpang Tiga Tak Bersinyal
di Jalan Raya Lumajang – Probolinggo Desa Kebonan
Kec. Klakah Kab. Lumajang,” Jurnal Rekayasa
Infrastruktur Hexagon, vol. 4, no. 2, pp. 49–59, 2020.
[6] Haryamto and N. Qosim, “Pengaruh Hambatan Samping
Terhadap Kinerja Simpang Tak Bersinyal di Simpang
Tugu Lilin Blimbing Kabupaten Sukoharjo,” Jurnal
Rekayasa Sipil Universitas Veteran Bangun Nusantara,
vol. 17, no. 1, 2025.
[7] S. Riski, M. Isya, and J. Fisaini, “Analisis Kinerja
Simpang Tak Bersinyal Dengan Mengunakan Metode
PKJI 2023,” Journal of The Civil Engineering Student,
vol. 6, no. 2, pp. 106–112, Jun. 2024,
doi: 10.24815/journalces.v6i2.29475.
[8] A. Massara, I. Salim, S. Muh, and Z. N. Aradhea,
“Analisis Panjang Antrian dan Tundaan Pada
Persimpangan,” Jurnal Teknik Sipil MACCA, vol. 9, no.
1, pp. 12–21, 2024.
[9] R. Hawinuti and M. Megawati, “Evaluasi Kinerja dan
Tingkat Pelayanan pada Simpang Empat Tidak
Bersinyal BRI KC Kota Kandangan Berdasarkan
Pedoman Kapasitas Jalan Indonesia Pedoman Kapasitas
Jalan Indonesia Tahun 2023,” Journal of Civil
Engineering, Building and Transportation (JCEBT),
vol. 9, no. 1, Mar. 2025.
[10] M. S. D. Cahyono, A. Muhtadi, and R. E. Wibisono,
“Analisis Kinerja Simpang Tak Bersinyal di Simpang
Mengkreng Untuk Perencanaan Jalan Tol Kertosono?
Kediri. ,” Ge-STRAM: Jurnal Perencanaan dan
Rekayasa Sipil, vol. 2, no. 2, pp. 51–56, 2019.
[11] Renaldi G and E. Mulyati, “Analisis Kinerja Simpang 4
Tak Bersinyal (Studi Kasus: Simpang Empat Jl.
Inspektur Marzuki, Kecamatan Ilir Barat I, Kota
Palembang,” Jurnal TEKNIKA: Jurnal Teknik, vol. 11,
no. 2, 2024.
[12] Pedoman Kapasitas Jalan Indonesia . 2023.
[13] W. W. Nurandini and Y. Herawati, “Analisis Kinerja
Simpang Tak Bersinyal Menggunakan Perangkat PKJI
tahun 2014 (Studi Kasus Simpang Jalan Ahmad Yani -
Jalan Pattimura, Kota Blitar),” Jurnal Teknik Sipil
Universitas Islam Kadiri, vol. 7, no. 1, 2025.
[14] Aulia Dewi Fatikasari and Catur Arif Prastyanto,
“Analisis Biaya Kerugian Kemacetan Jalan Akibat
Adanya Kerusakan pada Kendaraan Berat di Jalan
Arteri Primer (Studi Kasus : Ruas Jalan Surabaya
Mojokerto,” Jurnal Aplikasi Teknik Sipil, Volume 19,
Nomor 2, Mei 2021.
[15] Hendrata Wibisana, Nugroho Utomo and Decynthia
Wibowo, “Analisa Perlambatan Kecepatan Kendaraan
Di Penghujung Traffic Light Perempatan Jalan Dengan
Menggunakan Persamaan Differensial Derajad Satu.
(Studi Kasus Ruas Jalan Ir. H. Soekarno–Kertajaya
Indah Surabaya),” Jurnal Aplikasi Teknik Sipil,
Volume 15, Nomor 2, Agustus 2017.

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