Jajar Signalized Intersection Performance Analysis and Road User Compliance Level Against Road Marking Function
dc.contributor.author | Mulyono, Gotot Slamet | |
dc.contributor.author | Pradana, Sunu Adhi | |
dc.contributor.author | Adi, Wasis Warsito | |
dc.date.accessioned | 2013-10-30T06:42:21Z | |
dc.date.available | 2013-10-30T06:42:21Z | |
dc.date.issued | 2013-09 | |
dc.identifier.citation | Anonim, 1997, Manual Kapasitas Jalan Indonesia, Departemen Pekerjaan Umum Republik Indonesia. Anonim, Manajemen Lalulintas di Pertemuan Jalan, Modul ML-02, Pelatihan Manajemen Transportasi Perkotaan. Edward K Morlok, 1984, Pengantar Teknik dan Perencanaan Transportasi, Penerbit Erlangga Jakarta. Hobbs F.D., 1995, Perencanaan Teknik Lalulintas, Gadjah Mada University Press, Yogyakarta. R.J. Salter, 1985, Highway Traffic Analysis and Design, Macmillan Education Ltd, London. Nurul Hidayati, 2006, Teknik Lalulintas, Fakultas Teknik UMS. | en_US |
dc.identifier.issn | 1907-4026 | |
dc.identifier.uri | http://hdl.handle.net/11617/3740 | |
dc.description.abstract | The Jajar signalized intersection is an intersection which have three approach and high volume of traffic. Vehicles from Semarang and Yogyakarta will be pass through this intersection when entered to Solo and conversely Therefore, it is necessary to study whether the performance is still in accordance with standard. Analysis with MKJI 1997 obtained the highest degree of saturation value 0.6 is still under 0.8. The road user compliance are also quite good in the absence of a vehicle stopped in the left turn lane. | en_US |
dc.publisher | Universitas Muhammadiyah Surakarta | en_US |
dc.subject | signalized intersections | en_US |
dc.subject | degree of saturation | en_US |
dc.subject | queues length | en_US |
dc.title | Jajar Signalized Intersection Performance Analysis and Road User Compliance Level Against Road Marking Function | en_US |
dc.type | Article | en_US |