Determination of Accident-Prone Points on the Mahar Martanegara Road Section, Cimahi City

Authors

  • Yusmiati Kusuma Jurusan Teknik Sipil, Politeknik Negeri Bandung, Kabupaten Bandung Barat, Indonesia
  • Risna Rismiana Sari Jurusan Teknik Sipil, Politeknik Negeri Bandung, Kabupaten Bandung Barat, Indonesia
  • Lilla anjani Birahmatika Politeknik Negeri Bandung, Indonesia
  • Linda Aisyah Jurusan Teknik Sipil, Politeknik Negeri Bandung, Kabupaten Bandung Barat, Indonesia
  • Ardianto Tri Pradityo Jurusan Teknik Sipil, Politeknik Negeri Bandung, Kabupaten Bandung Barat, Indonesia
  • Kevin Hutama Syahputra Jurusan Teknik Sipil, Politeknik Negeri Bandung, Kabupaten Bandung Barat, Indonesia

DOI:

https://doi.org/10.33603/jki.v14i1.11553

Keywords:

Traffic accidents, AEK, UCL, BKA, Road Safety

Abstract

Mahar Martanegara Road in Cimahi City serves as a strategic urban corridor connecting Cimahi and Bandung, characterized by high traffic volume influenced by surrounding industrial, residential, and commercial land use. The volume-to-capacity ratio approaching saturation conditions has increased traffic conflicts and accident risks in recent years. This study identify and analyze accident prone locations (blackspots) along Mahar Martanegara Road using the Equivalent Accident Number (AEK), Upper Control Limit (UCL), and Upper Control Boundary (BKA) methods. Accident data from 2022–2024 obtained from PT Jasa Raharja were analyzed and segmented per 300 meters. The AEK was calculated using weighted severity values for fatalities and injuries, and the results were statistically evaluated using BKA and UCL thresholds. The analysis indicates that two road segments categorized as blackspots is STA 0+600–0+900 and STA 2+400–2+700. The AEK values for these segments are 27 and 33, respectively, exceeding the BKA value (25.69) and their corresponding UCL values STA 0+600–0+900 (23.99) and STA 2+400–2+700 (24.94). These findings suggest systematic accident patterns beyond normal statistical variation. Contributing factors include high traffic density, the presence of heavy vehicles, roadside activities, inadequate safety facilities, and geometric and operational constraints. The results provide a data driven basis for local government intervention through traffic engineering improvements, enhancement of road safety facilities, regulation of heavy vehicle movement, and integrated road safety management strategies.

References

[1] L. B. Said, H. Maryam, and Nasruddin, “Pengaruh Pertumbuhan Kendaraan dan Kapasitas Jalan terhadap Kemacetan Ruas Jalan Perintis Kemerdekaan,” OSF Preprints, vol. 3, no. 1, pp. 79–86, 2019.

[2] N. I. Chalid, “Dampak Peningkatan Kendaraan Bermotor terhadap Tingkat Kecelakaan di Kota Palopo,” Pena Ilmu Teknik, vol. 3, no. 1, pp. 107–116, 2019.

[3] T. Rianda and K. Yulianti, “Penentuan Rute Terbaik Objek Wisata Bandung Raya dengan Logika Fuzzy dan Algoritma Floyd–Warshall,” vol. 3, no. 1, pp. 20–31, 2024.

[4] Dinas Kependudukan dan Catatan Sipil, Buku Profil Kependudukan Tahun 2023. Cimahi, 2024.

[5] Dinas Perhubungan Kota Cimahi, Laporan Kinerja Instansi Pemerintah Tahun 2023. Cimahi, 2024.

[6] R. K. Reza, N. Y. Yuningsih, and A. Taryana, “Evaluasi Kebijakan Pembatasan Lalu Lintas dengan Sistem Ganjil-Genap untuk Mengatasi Peningkatan Volume Kendaraan pada Sudirman Central Business District (SCBD) di Jakarta pada Tahun 2022–2023” , vol. 4, no. 6, pp. 2472–2479, 2024.

[7] F. H. Sungkar, “Analisis Tingkat Kecelakaan Lalu Lintas dan Alternatif Solusinya,” Universitas Muhammadiyah Surakarta, vol. 1, no. 69, pp. 5–24, 2019.

[8] R. C. Utomo, U. Madjid, and Y. Rusfiana, “Implementasi Kebijakan Pembatasan Kendaraan Bermotor Dengan Sistem Ganjil Genap di Kota Administrasi Jakarta Selatan,” Jurnal Kajian Pemerintah, vol. 10, no. 2, pp. 13–24, 2024.

[9] A. H. Rahadian, M. Saputra, and D. Ramadhanty, “Analisis Implementasi Kebijakan Sistem Ganjil Genap dalam Mengatasi Kemacetan di Provinsi DKI Jakarta,” Jurnal Reformasi Administrasi, vol. 9, no. 1, pp. 50–52, 2022.

[10] A. Kurniawan, D. A. Septiana, K. H. Basuki, and A. K. Indriastuti, “Analisis Kecelakaan Lalu Lintas pada Ruas Jalan Arteri Primer (Studi Kasus Jalan Maospati–Solo, Segmen 28.029, STA 11+020 – 28+020),” Jurnal Karya Teknik Sipil, vol. 4, no. 2, pp. 534–545, 2015.

[11] B. G. Sanjalu, “Analisis Tingkat Kecelakaan Lalu Lintas (Studi Kasus: Jl. Slamet Riyadi (km 4+480 – km 5+600) dan Jl. Ahmad Yani (km 5+600 – km 11+100)),” Fakultas Teknik Sipil, Universitas Muhammadiyah Surakarta, 2018.

Downloads

Published

2026-05-11

Citation Check