Analysis of Three Armed Signal Intersections With MKJI 1997 Method (Case Study Diponegoro Highway – Setia Mekar Street Bekasi District)

Main Article Content

Amar Mufhidin
Nurohman Nurohman
Muhammad Isradi
Hermawan Hermawan
Rifai Rifai

Abstract

Bekasi Regency is a regency in West Java Province with a population of ± 3,899,00 Million People (Based on Statistics Indonesia, 2020). Diponegoro Highway – Setia Mekar Street Bekasi Regency is access to the main road to the city border, besides that access to residential locations, schools, and many companies which makes vehicle traffic especially during rush hour more congested by the activities on the side of the road such as slow vehicle, the ups and downs of passengers, so vehicles that stop causing long vehicle queues.


From the results of the analysis, the results of signalized intersection can be obtained on the Diponegoro Highway Setia Mekar Street Bekasi Regency. It is known that the greatest Degree of Saturation is in the Northen approach which is 1,12 with a average intersection delay is 99,21 seconds/smp. Furthermore, Alternative solutions is carried out by changing side obstacles from 0,94 to 0,95 and recycling time intersection, resulting in a decrease in the average intersection delay and improvement of indoporlen intersection services

Downloads

Download data is not yet available.

Article Details

How to Cite
MufhidinA., NurohmanN., IsradiM., HermawanH., & RifaiR. (2022). Analysis of Three Armed Signal Intersections With MKJI 1997 Method. JTI nternational ournal of ransportation and nfrastructure ISSN 2597-4769 ISSN 2597-4734, 5(2), 64-70. etrieved from https://jurnal.narotama.ac.id/index.php/ijti/article/view/1828
Section
Articles

References

Akceklik, R. 1989: Traffic Signals: Capacity and Timing Analysis, Australian Road Research Board. Report No.
123;Vermount South, Victoria, Australia
Direktorat Jendral Bina Marga (DJBM). 1997: Manual Kapasitas Jalan Indonesia, Departemen Pekerjaan Umum, Jakarta.
Bekasi Regency Statistics Agency (BPS) (2020). Bekasi Regency in Figures 2020. Bekasi Regency: BPS Bekasi Regency.
Hobbs, FD. 1995: Perencanaan dan Teknik Lalu Lintas, Gajah Mada University Press, Yogyakarta J.H, Lastreeida dkk. 2013: Evaluasi Kinerja Simpang Bersinyal, USU digital library, Medan.
Khisty, C. J dan B. Kent Lall. 2005: Dasar-Dasar Rekayasa Transportasi, Cetakan III, Erlangga, Jakarta Marisamnynathan. S et al. 2016: Performance Analysis of Signalized Intersection at Metropolitan Area, Anna University, India.
Miro, Fidel. 2012: Pengantar Sistem Transportasi, Erlangga, Jakarta
Morlok, Edward K. 1991L Pengantar Teknik dan Perencanaan Transportasi, Erlangga, Jakarta
Pamungkas, Galih dkk. 2016: Analisis Kinerja Simpang Bersinyal Pada Jalan Kaligarang – Jalan Kelud Raya –
Jalan Bendungan Raya, Politeknik Negeri Semarang, Semarang.
Peraturan Pemerintah Republik Indonesia. 2004: Undang-Undang No. 38 Tentang Jalan, Direktur Jendral Perhubungan Darat, Jakarta.
Peraturan Pemerintah Republik Indonesua. 2009: Undang-Undang No.22 Tentang Lalu Lintas dan Angkutan Jalan, Direktur Jendral Perhubungan Darat, Jakarta.
Puspitasari, Indah. 2016: Analisis Kinerja Simpang Bersinyal Jalan Haji Joyomartono Bekasi Timur dengan Metode Manual Kapasitas Jalan Indonesia (MKJI)1997, Mercubuana University, Jakarta.