Karakteristik Arus Lalu Lintas Pada Jalan 2/2 Tidak Terbagi

Authors

  • Yulianti Dewi Manda Sari Universitas Lampung
  • Sasana Putra Universitas Lampung
  • Rahayu Sulistyorini Universitas Lampung
  • Dwi Herianto Universitas Lampung

DOI:

https://doi.org/10.23960/jrsdd.v11i1.3064

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Abstract

The conditions of volume, speed, and density are influenced by the interaction of the driver and the vehicle with the road and the environment. One of the way to understand traffic behavior is by describing it in mathematical and graphical form.Through analysis of the relationship between volume, speed, and density can be known information about the current traffic flow conditions. The Greenshield model is used to represent the mathematical relationship between volume, speed, and density. The purpose of the study to analyze the characteristic relationship on 2/2 roads with an undivided type. Based on the results of calculating the mean speed, the service level of this road is type E. The mean speed in the morning is 28.78 km/hour towards Teluk and 25.44 km/hour towards Tanjung Karang. It concluded that the mean speeds of vehicles at this research location are not according to the Regulation of the Minister of the Republic of Indonesia Number 96 of 2015, where for secondary arterial roads with a service level of at least C, namely 60 km/hour.Based on the analysis of the relationship between traffic characteristics using the Greenshield model obtained (r2) = 0,276.

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References

Abdi, G.N., Priyanto, S., Malkamah, S., 2019. Hubungan Volume Kecepatan Dan Kepadatan Lalu Lintas Pada Ruas Jalan Padjajaran (Ring Road Utara), Sleman. Teknisia, XXIV (1), 55–64.

Adisasmita, S.A., Renta, I., Fitriani, A., 2012. Pengaruh Penyempitan Jalan Terhadap Karakteristi Lalu Lintas (Studi Kasus: JL. P. Kemerdekaan Depan M-Tos Jembatan Tello). Universitas Hasanuddin.

Ali, N. and Ramli, M.I., 2006. Studi Model Hubungan Volume–Kecepatan–Kepadatan pada Jalan Perkotaan Tipe 2 Lajur Dan 4 Lajur Tak Terbagi (2UD DAN 4UD). Jurnal Transportasi, 6 (2), 117–128.

Das, P., Parida, M., Katiyar, V.K., 2015. Analysis of interrelationship between pedestrian flow parameters using artificial neural network. Journal of Modern Transportation, 23 (4), 298–309.

Haqqi, R., Marpaung, H.S., Sebayang, M., 2017. Analisis Waktu Tempuh Kendaraan Bermotor Dengan Metode Estimasi Instantaneous Model (Studi Kasus: Jalan Pekanbaru – Bangkinang Km. 19 sampai dengan Km. 25). Jom FTEKNIK, 4 (2), 1–8.

Julianto, E.N., 2010. Hubungan Antara Kecepatan, Volume Dan Kepadatan Lalu Lintas Ruas Jalan Siliwangi Semarang. Teknik Sipil & Perencanaan, 12 (2), 151–160.

Kementerian Pekerjaan Umum, 2014. Pedoman Kapasitas Jalan Indonesia Perkotaan 2014.

Kementerian Perhubungan, 2015. Peraturan Menteri Perhubungan Nomor 96 Tahun 2015.

Maelissa, N., Maitimu, A., Latar, S., 2018. Analysis of Volume Relationship, Traffic Speed and Density in the Tulukabessy Street with the Greenberg and Underwood Methods. International Journal of Advanced Engineering Research and Science, 5 (12), 88–96.

Naser, I.H., 2021. A review of speed - flow relationships in traffic studies. Global Journal of Engineering and Technology Advances, 6 (1), 26–35.

Pemerintah Indonesia, 2009. Undang - Undang No. 22 Tahun 2009.

Pemerintah Indonesia, 2022. Undang-Undang Nomor 2 tahun 2022 tentang Jalan.

Philip, B.E. and Jaseela, K.H., 2016. Traffic Flow Modeling and Study of Traffic Congestion. International Journal of Scientific Engineering and Research (IJSER), 4 (1), 67–68.

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Published

2023-03-01

How to Cite

Sari, Y. D. M., Putra, S., Sulistyorini, R., & Herianto, D. (2023). Karakteristik Arus Lalu Lintas Pada Jalan 2/2 Tidak Terbagi. Jurnal Rekayasa Sipil Dan Desain, 11(1), Hal. 109 – 120. https://doi.org/10.23960/jrsdd.v11i1.3064

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Section

Makalah Ilmiah Edisi Maret 2023