ANALISIS HUBUNGAN GEOMETRIK JALAN TERHADAP KESELAMATAN JALAN BYPASS MOJOKERTO KM SBY 51-63

  • Al’Adilah Jurusan Teknik Sipil, Universitas Jember, Jember, Jawa Timur
  • Akhmad Hasanuddin Jurusan Teknik Sipil, Universitas Jember, Jember, Jawa Timur
  • Willy Kriswardhana Jurusan Teknik Sipil, Universitas Jember, Jember, Jawa Timur
DOI: https://doi.org/10.22225/pd.10.2.2770.253-265
Keywords: road geometric, safety, regression analysis

Abstract

Bypass Mojokerto is main route of transportation between cities and provinces used to divert areas with high density activities. Based on data from Satlantas Mojokerto, traffic accidents throughout 2019 contained 436 accident cases with 57 people died. The causative factor for traffic accidents is geometric conditions of road that unsuitable with standard design Bina Marga in 1997. Therefore needed to analyze the geometric relationship between roads and road safety on section of Bypass Mojokerto KM Sby 51 – KM Sby 63. The research data used road geometric including radius of the curve, degree of curvature, and superelevation as well as the safety element data including value of the Equivalent Accident Number (EAN), accident number, and accident rate. Field survey was conducted to determine location of bend in KM. Then data processing uses googlemaps and google earth. Meanwhile, safety element data was obtained from Mojokerto Police. Geometric road data obtained were processed using Autocad and calculations were using excel. In this researh, the analysis used to analyze effect of relationship is the statistical test method of linear, multiple, and polynomial regression analysis using excel. The results of three analyzes were compared in order to obtain the percentage value that had the greatest influence on traffic safety. Based on research results, road geometric can have the best affect on road safety are superelevation, degree of curvature and slope with R2 each values of 39.34%; 49.94%; 35.65%. The results of superelevation analysis of road safety using polynomial regression analysis with a value of R2 = 0.393 and Y = -46518X2 + 4716.3X - 100.92. Meanwhile, the results of degree of curvature on road safety using polynomial regression analysis has a value of R2 = 0.499 and Y = 0.0002X2 - 0.0123X + 0.2412. In addition, the results of road safety slope analysis used polynomial regression analysis has a value of R2 = 0.356 and Y = 6.1457X2 - 9.3246X + 6.4163.

References

B, M. N., Anisa, & Sirajang, N. (2017). Analisis Polinomial Ortogonal Berderajat Tiga Pada Rancangan Acak Lengkap. digilib unhas.

Cahayani, P., Kriswardhana, W., & Hasanuddin, A. (2020). Modelling the relationship between vehicle speed and road radius, degree of curved, and grade in Wringin Highway Bondowoso. AIP Conference Proceedings, 2278(October). https://doi.org/10.1063/5.0014532

Chasanah, K., Purwanto, M. Y. J., & Sudibyo, T. (2018). Evaluasi Alinyemen Vertikal dan Horizontal Studi Kasus di Depan Gedung Perpustakaan Kampus Dramaga IPB. Jurnal Teknik Sipil Dan Lingkungan, 3(2), 59–68. https://doi.org/10.29244/jsil.3.2.59-68

Dedi Imanuel Pau, S. A. (2013). Jurnal Teknik Sipil dan Arsiktektur. Analisis Desain Geometrik Jalan Pada Lengkung Horizontal (Tikungan) Dengan Metode Bina Marga Dan Aashto, 4(2), 1–35.

Departemen Pekerjaan Umum. 1997. Tata Cara Perencanaan Geometrik Jalan Antar Kota No 038/TBM/1997. Indonesia: Departemen PU, Dirjen Bina Marga.

Fahza, A., & Widyastuti, H. (2019). Analisis Daerah Rawan Kecelakaan Lalu Lintas pada Ruas Jalan Tol Surabaya-Gempol. Jurnal Teknik ITS, 8(1), 54–59. https://doi.org/10.12962/j23373539.v8i1.42123

Fambella, B. C., Sulaksitaningrum, R., Arifin, M. Z., & Bowoputro, H. (2014). Evaluasi dan Perencanaan Geometrik Jaringan Jalan di dalam Universitas Brawijaya Malang. Jurnal Mahasiswa Jurusan Tekni Sipil.

Tomi Yandi, A., & Lubis, F. (2020). Analisis Karakteristik Kecelakaan Lalu Lintas Pada Jalan Yos Sudarso Kota Pekanbaru. Jurnal Teknik, 14(1), 17–21. Retrieved from https://journal.unilak.ac.id/index.php/teknik/article/view/3141

Kriswardhana, W., Hasanuddin, A., & Palestine, I. M. (2020). Modelling road traffic accident rate and road geometric parameters relationship. AIP Conference Proceedings, 2278(October). https://doi.org/10.1063/5.0014530

Peraturan Pemerintah Republik Indonesia Nomor 37 Tahun 2017. Keselamatan Lalu Lintas dan Angkutan Jalan. 14 September 2017. Lembaran Negara Republik Indonesia Tahun 2017 Nomor 205. Jakarta.

Pusat Penelitian dan Pengembangan Jalan Departemen Pekerjaan Umum. (1997). Tata Cara Perencanaan Geometrik Jalan Antar Kota. Jakarta: Direktorat Jendera Bina Marga.

Putra, S. (2017). Evaluasi Geometri Jalan Angkut Terhadap Produktivitas Dump Truck Komatsu Type HD 785 Pada Kegiatan Penambangan Batu Gamping Di Bukit Karang Putih PT. Semen Padang Sumatra Barat. Padang: Sekolah Tinggi Teknologi Industri (STTIND) Padang.

Ridlo, S. M., Izazulfina, Ismiyati, & Indriastuti, A. K. (2013). Analisis Hubungan Antara Kelandaian Jalan dan Panjang Landai Kritis Terhadap Keselamatan Lalu Lintas (Studi kasus: Ruas Jalan Setiabudi Semarang dari KM 8+100 sampai KM 9+350). Jurnal Karya Teknik Sipil.

Santoso, H. B. (2011). Analisis Hubungan Geometrik Jalan Raya Dengan Tingkat Kecelakaan (Studi Kasus Ruas Jalan Ir. Sutami Surakarta). Skripsi UNS, -.

Saodang, H. (2010). Konstruksi Jalan Raya. Bandung: Nova.

Sc, D. K. B. (2014). Assessment of the Effects of Road Geometry on Irish Accident Rates and Driving Behaviour By. (October).

Undang-Undang Republik Indonesia Nomor 22 Tahun 2009. Lalu Lintas dan Angkutan. 22 Juni 2009. Lembaran Negara Republik Indonesia Tahun 2009 Nomor 96. Jakarta.

Published
2021-12-20
Issue
Vol. 10 No. 2 (2021)
Section
Articles

Authors who publish with this journal agree to the following terms:

  • Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
  • Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
  • Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).
Abstract viewed = 614 times
PDF downloaded = 0 times