ANALISIS SIMPANG TIGA BERSINYAL TUGU ADIPURA KOTA PAYAKUMBUH MENGGUNAKAN METODE MKJI 1997

Ifansul Ilham, Masril Masril, Ishak Ishak

Sari


Abstract

The rapid growth in the number of vehicles each year is not accompanied by an increase in road infrastructure. The population of Payakumbuh which is increasing from year to year causes the need for transportation equipment to increase. 36,960 vehicles and cars pass through the streets of Payakumbuh every day. Of the 36,960 vehicles, 70% were two-wheelers and 30% were four-wheelers. Comparing road conditions and transportation facilities will cause traffic congestion, especially during peak hours, and will have an impact on increasing pollution, travel time, costs, social and actual working time. The actual capacity of all intersections is 4106 pcu/hour, the degree of saturation of all intersections can be DS = 0.25 < 0.6 so the road category is smooth. The delay time for all these intersections is Dtot = 4.66 sec/pcu and the highest queue probability at all intersections is 13.61%

 

Keywords: Signalized intersections, road lanes, intersection performance, queuing opportunities,   degree of saturation, intersection capacity

 


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Referensi


Badan Pusat Statistik. (2022). Jumlah Penduduk Kota Payakumbuh.

Clarkson, O; Hicks, G. R. (1999). Teknik Jalan Raya. Erlangga.

Dinas Perhubungan Kota Payakumbuh. (2018). Geometrik Jalan Kota Payakumbuh.

Direktorat Bina Marga. (1991). Direktorat Pembinaan Jalan Kota Tata cara Pemasangan Rambu dan Marka Jalan Kota.

Direktorat Jenderal Bina Marga. (1997). Mkji 1997. In departemen pekerjaan umum, “Manual Kapasitas Jalan Indonesia” (pp. 1–573).

Google Maps. (2022). Peta simpang Tugu Adipura Kota Payakumbuh. Google Maps. https://www.google.com/maps/place/Tugu+Adipura/@-0.2247439,100.6311287,18.25z/data=!4m5!3m4!1s0x2e2ab4ba361030f1:0x7c7777b1342071d6!8m2!3d-0.2245496!4d100.6319037

Jurnal, R. T. (2021). Rang.teknik.jurnal. June 2019.

Malkamah, S. (1994). Survey Lampu Lalu Lintas, Pengantar Manajemen Lalu lintas. Biro Penerbit KMTS FT UGM.

Masril. (2018). Vol. I No.2 Juni 2018 Rang Teknik Journal Analisis Simpang Bersinyal Di Simpang Tanjung Alam Kabupaten Agam. I(2), 207–214. http://joernal.umsb.ac.id/index.php/RANGTEKNIKJOURNAL

Maulidya, I., Kurniati, N. L. W. R., & Andari, T. (2021). Penataan Parkir Di Badan Jalan Kota Payakumbuh. Jurnal Penelitian Transportasi Darat, 23(1), 37–54. https://doi.org/10.25104/jptd.v23i1.1686

Miro, F. (2005). Perancangan Transportasi untuk mahasiswa, Perencanaan dan Praktisi. Erlangga.

Nindita, F. A. (2020). Analisis Kinerja Simpang Bersinyal Menggunakan Software Vissim (Studi Kasus: Simpang Ngabean Yogyakarta). Universitas Atma Jaya Yogyakarta, 1–140.

Novianka P, J. R., Hidayati, K. D., Supriyadi, S., & Junaidi, J. (2020). KAJIAN TUNDAAN LALU LINTAS PADA SIMPANG BERSINYAL (Studi Kasus: Simpang Jl. Brigjen Sudiarto - Jl. Majapahit - Jl. Fatmawati Kota Semarang). Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil, 25(1), 32. https://doi.org/10.32497/wahanats.v25i1.1916

Rahadiyan, A. P. (2018). Analisis Antrian Dan Tundaan Kendaraan Pada Simpang Tiga Bersinyal Jl. Raya Pekayon. Tugas Akhir Jurusan Teknik Bangunan Fakultas Teknik, 7–8.

Rezi Chairun Nisa, Ishak, A. S. Y. (2021). KAJIAN KINERJA PERSIMPANGAN TIDAK BERSINYAL DI SIMPANG BY PASS GADUT, KABUPATEN AGAM. 1(C), 68–74.

Soedidjo, T. L. (2002). Rekayasa Lalu Lintas. Direktorat Jendral Pendidikan.


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