KEBUTUHAN BAHAN BAKAR MINYAK DARI SIMPANG BANGKONG MENUJU JEMBATAN BANJIR KANAL TIMUR PADA WAKTU PUNCAK PAGI
(1) Jurusan Teknik Sipil, Fakultas Teknik, Universitas Negeri Semarang (UNNES)
Abstract
The number of private vehicles more at certain times, especially at peak hours often results in congestion on some streets in the city of Semarang, congestion causes vehicle operating costs (BOK) and increased travel time for which the value of travel time for each applicable different person or different person. Operational costs consist of the use of road vehicle operating costs (vehicle operating cost) and cost of time (Time value). Both factors were highly correlated with the cost of vehicle speed. Needs fuel to travel the route between the road MT. Haryono to bridge east flood canal on the initial conditions require fuel oil as much as 0.103 liters / smp with a total delay of 65.92 sec / smp for a distance as far as 802 meters and the waking condition requiring fuel oil as much as 0.180 liters / smp with a total delay of 49.76 sec / smp for a distance as far as 2137 meters. Needs fuel to travel the route between Ahmad Yani street to the bridge east flood canal on the initial conditions require fuel oil as much as 0.110 liters / smp with a total delay of 65.83 sec / smp with memempuh distance of 809 meters and the waking condition require materials fuel oil as much as 0.156 liters / smp for a distance of 2101 meters and as far as having no delay.
Jumlah kendaraan pribadi yang lebih banyak pada saat‑saat tertentu khususnya pada jam puncak sering mengakibatkan kemacetan di beberapa ruas jalan di kota Semarang, kemacetan ini menyebabkan biaya operasi kendaraan (BOK) dan waktu perjalanan bertambah dimana nilai untuk waktu perjalanan yang berlaku bagi masing‑masing orang atau pribadi berbeda‑beda. Biaya operasional penggunaan jalan terdiri atas biaya operasi kendaraan (vehicle operating cost) dan biaya waktu (Time value). Kedua faktor biaya tersebut sangat terkait dengan kecepatan kendaraan. Kebutuhan bahan bakar minyak untuk menempuh rute antara jalan MT. Haryono sampai jembatan banjir kanal timur pada kondisi awal memerlukan bahan bakar minyak sebanyak 0,103 liter/smp dengan tundaan total sebesar 65,92 detik/smp untuk menempuh jarak sejauh 802 meter dan pada kondisi terbangun memerlukan bahan bakar minyak sebanyak 0,180 liter/smp dengan tundaan total sebesar 49,76 detik/smp untuk menempuh jarak sejauh 2.137 meter. Kebutuhan bahan bakar minyak untuk menempuh rute antara jalan Ahmad Yani sampai jembatan banjir kanal timur pada kondisi awal memerlukan bahan bakar minyak sebanyak 0,110 liter/smp dengan tundaan total sebesar 65,83 detik/smp dengan memempuh jarak sejauh 809 meter dan pada kondisi terbangun memerlukan bahan bakar minyak sebanyak 0,156 liter/smp untuk menempuh jarak sejauh 2.101 meter dan tidak mengalami tundaan.
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Abubakar, (1999), Rekayasa Lalu Lintas, Cetakan Pertama, Direktorat Bina Sistem Lalu Lintas Angkutan Kota, Direktorat Jenderal Perhubungan Datar, Jakarta.
Button, K.J. (1986), Transport Economics, Gower Publishing Company Ltd, London.
DPU, (1990), Traffic Managenent, Regional Cities Urban Transport DKI Jakarta Training, Dirjen Bina Marga
Departemen Pekerjaan Umum, (1996), Manual Kapasitas Jalan Indonesia, Direktorat Jenderal Bina Marga, Departemen Pekerjaan Umum, Jakarta.
Hobbs, F.D (1979), Traffic Planning and Engineering Published by Pergamon Press
Hoff and Overgaard (1992), Road User Cost Model, Second Technical Advisory Services on Planning and Programming to the Directorate of Planning, Directorate General of Highways, Ministry of Public Works.
Louis J. Pignataro (1973), Traffic Engineering, Theory and Practice, Prentice Hall, Inc., Englewood, New Jersey.
Peraturan Pemerintah Nomor 43 Tahun 1993 tentang Prasarana dan Lalu Lintas.
R.J. Salter (1978), Highway Traffic Analysis and Design., Published by The Macmillan Press Ltd.
R.J. Salter (1983), Traffic Engineering., University of Bradford.
Undang Undang Nomor 14 Tahun 1992 tentang Lalu Lintas dan Angkutan Jalan.
Wiliam R. McShane, Roger P. Roess, (1990), Traffic Engineering, Prentice Hall, Inc., Englewood, New Jersey.
Willumsen, L.G, Coymans, J.E (1989), The Value of Fix ed Time Signal Coordination in Developing Countries, Traffic Engineering & Control, London.
Zegeer,C.V, Deen, R.C (1978), Traffic Conflict As A Diagnostic Tool in Highway Safety, Transportation Research Record 667, Transportation Research Board, Washington, D.C, USA.
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