STRATEGI TEKNIS PENANGANAN LALU LINTAS (STUDI KASUS KAWASAN PELABUHAN  MENGKAPAN)

Frans Deddy Arisandy; Rizki Ramadhan Husaini

doi:10.36341/racic.v9i1.4152

Frans Deddy Arisandy Universitas Riau
Rizki Ramadhan Husaini Universitas Riau

: https://doi.org/10.36341/racic.v9i1.4152

Abstract

This research focuses on the port area of Mengkapan in Siak Regency,
specifically on the Sumatra Transcontinental Highway. During holidays, the
Vehicle/Capacity (V/C) Ratio on this road reaches 0.631. This is attributed to the
constraint of vehicle parking on the road, hindering the entry and exit of vehicles
from the port and causing congestion during peak hours between 13:00 and 14:30
WIB. The road speed decreases to 30 km/h, resulting in queues and congestion
reaching the Sumatra Transcontinental Highway, the main route to the
Mengkapan port area. The objective of this study is to evaluate the effectiveness
and efficiency of traffic services on the Sumatra Transcontinental Highway and
the port access road. Using VISSIM software and based on calculations from the
Indonesian Road Capacity Manual (MKJI), an analysis is conducted on
intersection performance, road speed, vehicle delay, and traffic volume in the
Mengkapan port area. The findings of this analysis serve as a basis for
recommending traffic engineering management strategies to enhance services on
2
the Sumatra Transcontinental Highway and port access roads. The implications of
these findings are used as a reference for the government in formulating policies
to improve the capacity and performance of the transportation system in the area.

Keywords: Keywords: Mengkapan Port, V/C Ratio, Speed, Traffic Engineering Management

References

Afifi, A., Aurum, K. P., Gondoarum, S. S., Jembatan, A. J., Teknik, P., Jalan, T., Pelaksanaan,

B., Nasional, J., Padang, I. I. I., Jembatan, B., Jenderal, D., Marga, B., Pekerjaan, K., & Rakyat,

P. (2017). Analisis Kinerja Dan Kerusakan Jalan Di Ruas Jalan Non Tol Selama Perbaikan

Jembatan Cisomang. 3(02), 17–24.

Barus, T. A. (2004). Peraturan Pemerintah Nomor 32 Tahun 2011. Jurnal Manusia Dan

Lingkungan, XI(2), 64–72.

Bloom, N., & Reenen, J. Van. (2013). Klasifikasi perjalanan berdasarkan maksud perjalanan.

NBER Working Papers, l(1983), 89. http://www.nber.org/papers/w16019

EVALUASI MANAJEMEN REKAYASA LALU LINTAS memakai cotram. (n.d.).

FITRA, K. A., Karyanto, A. T. D. Y., & ... (2022). Manajemen Dan Rekayasa Lalu Lintas Pada

Kawasan Pasar Genteng Di Kabupaten Banyuwangi. Manajemen Dan ….

Krajzewicz, D. (2010). Traffic simulation with SUMO – Simulation of urban mobility.

International Series in Operations Research and Management Science, 145, 269–293.

https://doi.org/10.1007/978-1-4419-6142-6_7

Mardiati, R. (2014). Studi Tentang Pemodelan Arus Lalu Lintas. Jurusan Teknik Elektro,

VIII(2), 177–198.

MKJI. (1997). MKJI 1997.pdf. In Direktorat Jenderal Bina Marga, 1997, Manual Kapasitas

Jalan Indonesia (MKJI),.

Pemerintah Daerah Provinsi Riau. (2018). Rencana Tata Ruang Wilayah Provinsi Riau Tahun

-2038. 460, 1–3.

PM_96_Tahun_2015.pdf. (n.d.).

Putra, A. A. (2013). Model Bangkitan Pergerakan Penduduk Pada Kawasan Pemukiman. Tekno,

(58), 19–26.

Putra, O. Y., & Sardjito, S. (2019). Pengendalian Pemanfaatan Ruang Terhadap Kinerja Jalan di

Koridor Jalan Raya Ki Ageng Gribig Kota Malang. Jurnal Transportasi: Sistem, Material, Dan

Infrastruktur, 2(2), 55. https://doi.org/10.12962/j26226847.v2i2.5038

Tamin. (2000). Perencanaan dan Pemodelan Transportasi.

Thoriq Maulana, M., Hilmi Habibullah, M., Sunandar, Sholihah, N., Ainul Rifqi L. P., M., &

Fahrudin, F. (2015). Laporan Akhir Laporan Akhir. Laporan Akhir, 1(201310200311137), 78–

Tianzi, C., Shaochen, J., & Hongxu, Y. (2013). Comparative Study of VISSIM and SIDRA on

Signalized Intersection. Procedia - Social and Behavioral Sciences, 96(Cictp), 2004–2010.

https://doi.org/10.1016/j.sbspro.2013.08.226