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ITS » Master Theses » Manajemen Rekayasa Transportasi S2
Posted by dee@its.ac.id at 12/12/2013 11:27:10  •  1165 Views


MANAJEMEN LALU LINTAS DI SEKITAR JALAN RAYA ABEPURA DI JAYAPURA

TRAFFIC MANAGEMENT AROUND THE STREETS OF ABEPURA IN JAYAPURA

Author :
BIRING, YONES YUBILIA  ( 3107206008 )




ABSTRAK

Penelitian ini bertujuan menganalisis kinerja simpang tak bersinyal pada simpang tiga jalan Raya Abepura jalan Baru di kota Jayapura. Dengan banyaknya kendaraan yang melewati simpang tersebut sehingga sering membuat kemacetan bahkan sering terjadi konflik di simpang. Dari penelitian kinerja simpang tak bersinyal ini penulis ingin mengatur manajemen lalu lintas pada simpang dengan pengaturan lampu lalu lintas pada penelitian dilakukan survey kendaraan setiap arah pada simpang tersebut selama enam hari secara manual dan pada perhitungan kinerja simpang tak bersinyal di dapat perilaku lalu lintas simpang sebagai berikut Arus Lalu Lintas Total 419943 smpjam Derajat Kejenuhan 114. Tundaan Lalu Lintas Simpang 2965 detsmp Tundaan Geometrik Simpang 400 detsmp. Pada perhitungan dengan pengaturan lampu lalu lintas Traffic light arah Sentani Jayapura fase I Arus Lalu lintas Total 20800 smpjam Derajat Kejenuhan 093. Tundaan Lalu Lintas Simpang 11467 detsmp Tundaan Geometrik Simpang 400 detsmp Panjang Antrian 5637 meter. Sedang untuk arah Jayapura Sentani fase II Arus Lalu Lintas Total 212263 smpjam Derajat Kejenuhan 089. Tundaan Lalu Lintas Simpang 1375 detsmp Tundaan Geometrik Simpang 284 detsmp dan Panjang Antrian 15556 meter. Kendaraan dari jalan Baru yang akan masuk ke simpang dilarang belok kanan tetapi belok kiri ke jalan Raya Abepura mengikuti isyarat lampu fase I. Setelah belok kiri langsung pada jarak 100 meter dari simpang boleh balik arah ke arah Jayapura. Penerapan manajemen lalu lintas dengan lampu lalu lintas dimana derajat kejenuhan fase I 093 dan fase II 089 diketahui bahwa derajat kejenuhan kedua fase tersebut masih 075 seperti yang disyaratkan Manual Kapasitas Jalan Indonesia MKJI maka perlu pemambahan rambu larangan stop dan larangan parkir pada kaki simpang.


ABSTRACT

The research has aimed to assess the performance of unsignalized intersection on three way junction Abepura main road - Baru road in Jayapura city. With the number of vehicles that pass through the intersection so often create traffic jams often occur even in simpang conflict. Of the research performance of this author does not signal the junction would like to set the traffic management settings on the junction with traffic lights on the research conducted a survey of vehicles each direction at the intersection for six days manually and in the calculation of the performance is not in the can signals the junction behavior of the traffic intersection as follows total traffic flow 4199.43 smph degree of saturation 1.14 intersection traffic delay 29.65 detsmp intersection geometric delay 4.00 detsmp. On a calculation by arrangements traffic lights direction of Sentani - Jayapura phase I Total traffic flow 208.00 smph degree of saturation 0.93 intersection traffic delay 114.67 detsmp intersection geometric delay 4.00 detsmp length of queue of 56.37 meters. For directions from Jayapura - Sentani phase II total traffic flow 2122.63 smph degree of saturation 0.89. Intersection traffic delay 13.75 detsmp intersection geometric delay 2.84 detsmp and length of queue 155.56 meters. The vehicles from Baru road shall enter intersection prohibited turn right but turn left onto the highway follows the light cues Abepura phase I. After turn left directly at a distance of 100 meters from the intersection may turned over the direction towards Jayapura. The application of traffic management and traffic lights where the degree of saturation of phase I 0.93 and phase II 089 it is known that both the degree of saturation phase still 0.75 as required Manual Kapasitas Jalan Indonesia MKJI then the need to increase the ban to stop signs and parking restrictions on distance intersection.



KeywordsUnsignalized intersection; Signalized intersection; Degree of saturation; Traffic signs
 
Subject:  Teknik lalu lintas;Teknik pengawasan otomatis
Contributor
  1. Anak Agung Gde Kartika, S.T., M.Sc.
  2. Budi Rahardjo, S.T., M.T.
Date Create: 27/06/2013
Type: Text
Format: pdf
Language: Indonesian
Identifier: ITS-Master-31003130000262
Collection ID: 31003130000262
Call Number: RTS 388.041 Bir m


Source
Master Thesis of Civil Engineering, RTS 388.041 Bir m, 2013

Coverage
ITS Community

Rights
Copyright @2013 by ITS Library. This publication is protected by copyright and per obtained from the ITS Library prior to any prohibited reproduction, storage in a re transmission in any form or by any means, electronic, mechanical, photocopying, reco For information regarding permission(s), write to ITS Library




[ Download - Open Access ]

  1.  ITS-Master-28291-3107206008-Abstract_id.pdf - 181 KB
  2.  ITS-Master-28291-3107206008-Abstract_en.pdf - 180 KB
  3.  ITS-Master-28291-3107206008-Conclusion.pdf - 188 KB




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