MURYANTO, IMAM (2010) PENGARUH BELOK KIRI LANGSUNG (LTOR) dan LURUS LANGSUNG (StOR) TERHADAP KINERJA SIMPANG TIGA BERSINYAL Studi Kasus Simpang Tiga Bersinyal Gajayana dan Simpang Tiga Bersinyal Mitra2 Kota Malang. Other thesis, University of Muhammadiyah Malang.
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Vehicle movement on Gajayana signalezed intersection existing condition is LTOR in east approach (Jl. MT. Haryono) and south approach (Jl. Gajayana), otherwise StOR red movement are in west approach (Jl. MT Haryono). While in Mitra’s 2 signalezed intersection, there are LTOR in west approach (Jl. Sarangan) and south approach (Jl. Letjend Sutoyo). There are some vehicle’s movement is not reasonable. So its need to be studied to know influence of LTOR and StOR. This study is based on rule Manual Kapasitas Jalan Indonesia Tahun 1997. Performance on Gajayana signalized intersection in existing condition is DS maximum occur in east approach (Jl. MT. Haryono) = 1,36 and average delay time of intersection is 221,68 sec. While in Mitra’s 2 signalised instersection the DS maximum occur in north approach (Jl. Letjend Sutoyo) = 1,36 and average delay time of intersection is 590,46 sec. LTOR and StOR movement give a significan contribution to signal itersection performance. “Better” operational vehicle movement for Gajayana’s signalised intersection is still based on existing condition. While on Mitra’s 2 signalised intersection is all of vehicle must be rule the traffic light.
|Item Type:||Thesis (Other)|
|Subjects:||T Technology > TA Engineering (General). Civil engineering (General)|
|Divisions:||Faculty of Engineering > Department of Civil Engineering|
|Depositing User:||Rayi Tegar Pamungkas|
|Date Deposited:||10 May 2012 02:11|
|Last Modified:||10 May 2012 02:11|
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