PERENCANAAN ULANG TRAFFIC LIGHT PADA SIMPANG PRESIDEN KOTA PADANG

  • Bayu Budi Irawan Universitas Dharma Andalas

Abstract

In 2019 the presidential intersection was renovated by installing traffic lights, increasing the number of lanes, and geometric changes to the Jhoni Anwar road arm. The redesign is done by widening the road on the Jhoni Anwar (T) arm from 6.5 m to 9 m and the application turns left following the Traffic Light (PLT) on the arm of Jhoni Anwar (B). The recalculation results obtained a DS value of 0.83 with a service level "D" that is the current is approaching unstable, the speed is still controlled, Q / C can still be tolerated. The value of the average intersection delay is 37.75 sec / pcu. The queue length of the Khatib Sulaiman (U) 84 m, (S) 95 m, (T) 58 m, and the Jhoni Anwar (B) intersection arm 47 m. Budget Cost needed for Traffic Light planning is Rp. 328,959,800,-.

Keywords: President Interchange, Signaling Interchange, Road Widening

References

[1] Abubakar I, dkk. 1995. Menuju lalu lintas dan angkutan jalan yang tertib.
[2] Ahmad Munawar. 2004. Manajemen lalu lintas perkotaan. Yogyakarta : penerbit Beta Offset.
[3] Alamsyah, A. A. 2005. Rekayasa lalu lintas. Malang UMM Press.
[4] Budiman, Arief, dkk. 2016. Analisis kapasitas dan tingkat kinerja simpang bersinyal pada Simpang Palima. Jurnal Fondasi Vol. 5 No. 1.
[5] Clarkson H. Oglesby & R. Gary Hicks, 1988. Teknik jalan raya. Jakarta : Erlangga, Jilid I
[6] G, Erwin Aras, Ludfi Djakfar, Achmad Wicaksono. 2014. Manajemen lalu lintas pada Simpang Borobudur Kota Malang. Jurnal Teknik Sipil Fakultas Teknik Universitas Brawijaya Vol. 8 No. 3.
[7] Hoobs, F. D. 1995. Perencanaan dan teknik lalu liintas. Yogyakarta : Universitas Press.
[8] Malkhamah, Siti. 1995. Manajemen lalu lintas. Penerbit KMTS FT UGM.
[9] Manual Kapasitas Jalan Indonesia (MKJI). 1997. Jakarta : Departemen Pekerjaan Umum Republik Indonesia Direktorat Jendral Bina Marga.
[10] Merza Saputra, Ronal. 2014. Analisis perencanaan penerapan area Traffic Control System di Kota Pangkal Pinang. Jurnal Teknik Sipil dan LingkunganVol.2.No.3. ISSN: 2355-374X
[11] Mustikarani, Wini, Suherdiyanto. 2016. Analisis faktor-faktor penyebab kemacetan lalu lintas di sepanjang Jalan H. Rais A Rahman (SUI JAWI) Kota Pontianak. Jurnal Edukasi, Vol. 14, No. 1.
[12] Purba, Widiawati, Jihan Melasari, Helmi Prabowo. 2019. Studi arus jenuh pada persimpangan dengan bundaran. Jurnal Teknik Sipil Colaboration Vol 1 Issue 1 67-82. eISSN: 2615-5915.
[13] Rosarianto, A. 2001. Analisis simpang bersinyal pada Simpang empat Pendowo Purworejo (Jalan Raya Purworejo KM 09).
[14] Setyowati, Dina Lusiana, Ade Rahmat Firdaus, Nur Rohmah. 2018. Faktor penyebab kecelakaan lalu lintas pada siswa sekolah menengah atas di Kota Samarinda. The Indonesian journal of occupational safety and health Vol.7.No.3.
[15] Sukirman, S. 1994. Dasar-dasar perencanaan geometric jalan raya, nova, Bandung
Published
2020-06-29
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Articles
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