Evaluasi Kinerja Ruas Jalan Soekarno-Hatta, Kota Dumai
Abstract
The creation of a transportation system that ensures the movement of people, vehicles, and or goods smoothly, safely, quickly, cheaply, comfortably, and by the environment is already a development goal in the transportation sector. The target functional level of the road network will be determined by the level of traffic flow through the road network. Based on data from the Central Bureau of Statistics in 2017, Dumai City has national roads with a total length of 72 km, and provincial roads with a total length of 140 km. Every day nearly thousands of vehicles pass through that road. The trip that is carried out can cause quite a lot of displacement at the same time and has the potential to cause high travel generation. This activity certainly can result in jams. As a national road, Jalan Soekarno-Hatta must meet the requirements of comfort and safety so that traffic on this road can run well. Therefore, it is necessary to evaluate the road performance. The purpose of research is to find out the value of the degree of saturation and the value of the level of service on that road. The evaluation on the research by using PKJI 2014. Of the evaluations carried out, it is known that the Soekarno-Hatta road segment will experience congestion on Saturdays and Sundays. The highest peak hour is on Sunday at 14:00-15:00 WIB with a volume of vehicle 2300 vehicles/hour. Soekarno-Hatta's service level on Monday and Tuesday is in class D, while on Saturday and Sunday, the level of road service is in class F. Thus it can be concluded that the performance of the Soekarno-Hatta road section is classified as poor, so that action is needed for the future.
References
Alelo, I.J., Manoppo, M.R.E., dan Sendow, T.K., 2020. Uji Laik Fungsi Jalan Secara Teknis Pada Ruas Jalan Citraland – Interchange Manado Bypass. Jurnal Sipil Statik, 8 (2), 237-248.
Departemen Pekerjaan Umum, Manual Kapasitas Jalan Indonesia, 1997
Dipahada, R., Parman, S., dan Putro, S., 2013. Analisis Level Of Service (LOS) Dalam Mengantisipasi Kemacetan Lalu Lintas Menggunakan SIG di Jalan Utama Kecamatan Kota Kendal. Journal Unnes, 3(1), 1-5.
Halim, H., Mustari, I., dan Zakariah, A., 2019. Analisis Kinerja Operasional Ruas Jalan Satu Arah dengan Menggunakan Mikrosimulasi Vissim (Studi Kasus : Jalan Masjid Raya di Kota Makassar) Operational Performance Analysis of One Way Road by using Vissim Microsimulation (Case Study : Jalan Masjid Raya in Makassar Ci. Jurnal Manajemen Aset Infrastruktur & Fasilitas, 3(2), 99-108.
Handoko, A., 2019. Evaluasi Kinerja Persimpangan Penambahan Pelebaran Persimpangan Pada Ruas di Jalan Abdul Haris Nasution. Fakultas Teknik, Universitas Muhammadiyah Sumatera Utara, Medan.
Indra., 2018. Evaluasi Kinerja Ruas Jalan Transyogi Cibubur (Studi Kasus: Jalan Cibubur Junction-Transpark). Jurnal Rekayasa Sipil, 7(1), 36-42.
Mbuinga, F.O., dan Susilo, B.H., 2020. Evaluasi Kinerja Operasi Simpang Dr. Djundjunan Surya Sumantri dengan Software Vissim. Jurnal Teknik Sipil, 16(1), 75-117.
Puserbumi, A., dan Purwanti, H., 2020. Pengelolaan Jalan Nasional dengan Skenario Variasi Alokasi Anggaran (Studi Kasus: Jalan Nasional Provinsi Banten). Jurnal Teknologi, I(35), 1-11.
Republik Indonesia, Undang-Undang Republik Indonesia No.22 Tahun 2009 Tentang lalu Lintas dan Angkutan Jalan. Sekretariat Negara Republik Indonesia, 2009.
Septriandini, M., 2019. Evaluasi Kinerja Lalu Lintas Ruas Jalan Z.A. Pagar Alam Setelah Adanya Jalan Lintas Bawah (Underpass) Kota Bandar Lampung. Jurusan Teknik Sipil, Fakultas Teknik, Universitas Lampung, Bandar Lampung.
Copyright (c) 2021 Jurnal Ilmiah Rekayasa Sipil
This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.
