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dc.contributor.authorHidayati, Nurul
dc.contributor.authorHendarto, Sri
dc.contributor.authorZ. Tamin, Ofyar
dc.date.accessioned2012-03-05T03:21:58Z
dc.date.available2012-03-05T03:21:58Z
dc.date.issued2007-07
dc.identifier.issn1411-8904
dc.identifier.urihttp://hdl.handle.net/11617/119
dc.description.abstractOverlapping route and low level of service of public transport is an indicator of bad operation of public transport. This condition can cause traffic jam particularly in city. The objectives of this research were detecting the route performance of public transport, rerouting and comparing some alternative routes. Multy criteria analysis method was used by considering route overlapping, volume and capacity ratio and route structure as the variables. The routes of study were route number 10, 38, 40, 58 and 213 of PPD regular big bus in DKI Jakarta. The selection of the route to be evaluated was existing route. Alternative route gave to changing by selecting of some low value road links in the route, and then it was made some possible alternative. A route was estimated with a value of W per kilometer for road links which changed or and between existing and alternative (scenario) condition difference of route distance. The better route were selected by comparing the alternatives by choosing the higher value of W per kilometer or and the higher difference of route distance. The reseach results were; PPD 10 scenario1, with 0,0213 per km a value of W per kilometer in existing1 condition to be 0,0230 per km in scenario1, PPD 38 scenario1, with 0,0213 per km a value of W per kilometer in existing1 condition to be 0,0230 per km in scenario1, PPD 40 existing, with 0,0242 per km a value of W per kilometer in existing1 condition to be 0,0220 per km in scenario1 and 0,0237 per km in existing2 condition to be 0,0235 per km in scenario2, PPD 58 scenario1, with 5,727 km difference between existing and alternative (scenario) condition of route distance in scenario1 and 1,3700 km in scenario2, while for PPD 213 scenario2, with 1,5162 km difference between existing and alternative (scenario) condition of route distance in scenario2 and 1,1696 km in scenario1.en_US
dc.subjectreroutingen_US
dc.subjectrouteen_US
dc.subjectpublic transporten_US
dc.subjectoverlappingen_US
dc.titleREROUTING TRAYEK ANGKUTAN UMUM (Studi Kasus Angkutan Umum di DKI Jakarta)en_US
dc.title.alternativeREROUTING OF PUBLIC TRANSPORT (Case Study : Public Transport in DKI Jakarta)en_US
dc.typeArticleen_US


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