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
| Main Author: | MURYANTO, IMAM |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2010
|
| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/4967/1/PENGARUH_BELOK_KIRI_LANGSUNG.pdf http://eprints.umm.ac.id/4967/ |
| ctrlnum |
4967 |
|---|---|
| fullrecord |
<?xml version="1.0"?>
<dc schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd"><relation>http://eprints.umm.ac.id/4967/</relation><title>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</title><creator>MURYANTO, IMAM</creator><subject>TA Engineering (General). Civil engineering (General)</subject><description>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.</description><date>2010</date><type>Thesis:Thesis</type><type>PeerReview:NonPeerReviewed</type><type>Book:Book</type><language>eng</language><identifier>http://eprints.umm.ac.id/4967/1/PENGARUH_BELOK_KIRI_LANGSUNG.pdf</identifier><identifier> 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. </identifier><recordID>4967</recordID></dc>
|
| language |
eng |
| format |
Thesis:Thesis Thesis PeerReview:NonPeerReviewed PeerReview Book:Book Book |
| author |
MURYANTO, IMAM |
| title |
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 |
| publishDate |
2010 |
| topic |
TA Engineering (General). Civil engineering (General) |
| url |
http://eprints.umm.ac.id/4967/1/PENGARUH_BELOK_KIRI_LANGSUNG.pdf http://eprints.umm.ac.id/4967/ |
| contents |
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. |
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IOS4109.4967 |
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Universitas Muhammadiyah Malang |
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136 |
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library:university library |
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Perpustakaan Universitas Muhammadiyah Malang |
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546 |
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UMM Institutional Repository |
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4109 |
| city |
MALANG |
| province |
JAWA TIMUR |
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IOS4109 |
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2017-03-21T02:39:56Z |
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2017-03-21T02:39:56Z |
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dc |
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1675924117671378944 |
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17.538404 |