Undang – undang Republik Indonesia No.22 Tahun 2009 pasal 93 Tentang Manajemen dan Rekayasa Lalu Lintas. Hobb F.D., 1995, Perencanaan dan Teknik Lalu Lintas, Penerbit UGM.
#Manual kapasitas jalan indonesia manual
Undang – undang Republik Indonesia No.22 Tahun 2009 Tentang Lalu Lintas Direktorat Jenderal Bina Marga, 1997, Manual Kapasitas Jalan Indonesia (MKJI),Jakarta. Purwokerto: Universitas Muhammadiyah Purwokerto. “Analisis Simpang Tiga Tak Bersinyal Kaliori-PatikRaja-Banyumas untuk 10 Tahun”.
Peraturan Menteri Perhubungan Nomor PM 96 Tahun 2015 Manajemen dan Rekayasa Lalu Lintas. Segmen jalan didefinisikan sebagai panjang jalan di antara dan tidak dipengaruhi oleh simpang bersinyal atau simpang tak bersinyal utama dan mempunyai karakteristik yang hampir sama. Purwokerto: Universitas Muhammadiyah Purwokerto. Menurut Manual Kapasitas Jalan Indonesia (MKJI) tahun 1997, ruas jalan merupakan semua bagian dari jalur gerak (termasuk perkerasan), median dan pemisah luar. “Analisis Simpang Tak Bersinyal Tiga Lengan (Studi Kasus Jl. Jurnal Jalan dan Jembatan 1 Volume 26 No. Departemen Pekerjaan Umum.ĭirektorat Bina Sistem Lalu Lintas dan Angkutan Kota (1997), “Manual Kapasitas Jalan Indonesia”, Jakarta. Analisis simpang tiga tak bersinyal berdasarkan manual kapasitas jalan indonesia (MKJI) 1997(studi kasus Simpang Tiga Bundaran Jalan Raya Solo-Boyolali dan Jalan Raya Solo-Klaten) Hilmi Tujuan penelitian ini adalah: (1) Untuk.
“Manual Kapasitas Jalan Indonesia (MKJI). Bekasi : BPS Kota Bekasi.ĭirektorat Jenderal Bina Marga, Simpang TakBersinyal.1997. Victoria Australianīadan Pusat Statistik. Namun demikian besar pengaruhnya berbeda dengan yang terdapat di Indonesia. The results of the analysis in the afternoon the maximum flow occurs on weekdays of 6304.8 pcu / hour, the minimum flow on holidays is 5869.1 pcu / hour with the degree of saturation on working day is 1.84, the degree of saturation on holidays is 1.55 with a delay on working day is 0.74 sec / pcu, and delay on holidays is 1.08 sec / pcuĪkcelik. dan digunakan dalam manual kapasitas jalan lain. The results of the analysis during the day that the maximum flow occurs on holidays is 3905.6 pcu / hour, the minimum flow on working day is 3551.9 pcu / hour with the degree of saturation on holiday is 1.11, the degree of saturation on weekdays in the afternoon is 0.83 with a delay on holiday is 26.97 sec / pcu, a delay on working day is 13.48 sec / pcu. The results of the analysis in the morning, the maximum flow that occurs on weekdays is 5533.7 pcu / hour, the minimum flow on holidays is 3982.2 pcu / hour with the degree of saturation on working day in the morning is equal to 1.18, and the degree of saturation in morning on holidays is 1.30 with a delay in morning in holidays is 36.1 sec / pcu, the delay in morning on working day is 5.7 sec / pcu. This research was conducted using a method based on MKJI 1997. This research aims to see the degree of saturation and delay at the research location. It is because the intersection area is a shopping area and a residential area so that traffic jams often occur during busy traffic jams. so it can be concluded that with the installation of road median effect on road capacity, degree of saturation and level of service road.The intersection of Jalan Perjuangan - Jalan Kaliabang Babelan, North Bekasi is experiencing high traffic flow. for road of type 2/2 UD is got value of road capacity (C) = 2610 smp / hour, value of degree of saturation (Ds) = 0,53 service level C, street type 4/2 UD obtained street capacity value (C) = 5508 smp / hour, value of degree of saturation (Ds) = 0,207 level of service B and road type of 4/2 D got value of road capacity (C) = 5816,45 smp / hour, value of degree of saturation (Ds) = 0,19 level of service A. Results obtained volume of traffic flow peak hour Qmaks = 1144.7 smp / hour. Ruang Lingkup Manual ini menetapkan ketentuan mengenai perencanaan dan evaluasi ruas Jalan Luar Kota, meliputi kapasitas jalan (C), dan kinerja lalu lintas jalan yang diukur oleh derajat kejenuhan (DJ), waktu tempuh (TT), kecepatan tempuh (V), dan derajat iringan (DI).
The method used to analyze data using manual of road capacity indonesia (MKJI 1997), this research to get value of volume of traffic flow, road capacity, degree of saturation and level of service of road. With the problem then in the formulation of the problem how the traffic characteristics of the road ?, how the level of service without median road? and what is the level of road service with the median road ?,This study aims to determine the characteristics of traffic, to know the level of service / performance of the road without median and to know the level of service / performance of the road with the median.
Road segment Mayjen Harun Sohar is one of the roads in Pagar Alam city that have not road facilities such as road markings, lane division and traffic separator (median road) that have potential traffic accidents.
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