KAJIAN REROUTING TRAYEK ANGKUTAN UMUM DI DKI JAKARTA

• Main Author: Hidayati , Nurul
• Format: Theses
• Language: Indonesia
• Subjects: Teknik (Rekayasa, enjinering dan kegiatan berkaitan)
• Online Access: https://digilib.itb.ac.id/gdl/view/5370
• Institution: Institut Teknologi Bandung

<b></i>Abstract :</b><i><p align=\"justify\"> <br /> <b>Rerouting Study of Public Transport in DKI Jakarta, Nurul Hidayati, Civil Engineering Graduate Programme, 2003, Transportation Engineering Specialization, Bandung Institute of Technology</b>. <br /> <p align=\"justify\"> <br /> Overlapping 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. <br /> <p align=\"justify\"> The objectives of this research were evaluating 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. <br /> <p align=\"justify\"> The selection of the route to be evaluated was existing route. Alternative route was 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. <br /> <p align=\"justify\"> The reseach results were; PPD 10 scenario l, with 0,0213 per km a value of W per kilometer in existing l condition to be 0,0230 per km in scenario l, PPD 38 scenario l, with 0,0213 per km a value of W per kilometer in existingl condition to be 0,0230 per km in scenariol, PPD 40 existing, with 0,0242 per km a value of W per kilometer in existing l condition to be 0,0220 per km in scenario l and 0,0237 per km in existing 2 condition to be 0,0235 per km in scenario 2, PPD 58 scenariol, with 5,727 km difference between existing and alternative (scenario) condition of route distance in scenariol and 1,3700 km in scenario 2, while for PPD 213 scenario 2, with 1,516\'2 km difference between existing and alternative (scenario) condition of route distance in scenario 2 and 1,1696 km in scenario l.