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      •   UMY Repository
      • 03. DISSERTATIONS AND THESIS
      • Students
      • Undergraduate Thesis
      • Faculty of Engineering
      • Department of Civil Engineering
      • View Item
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      ANALISIS RUAS JALAN KH. AHMAD DAHLAN YOGYAKARTA DENGAN METODE MKJI 1997 DAN VISSIM1

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      Date
      2017-12
      Author
      ALMALANY, MUHAMMAD ABDUH BIN ALIMUDIN
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      Abstract
      Roads are defined as paths between two nodes or intersections of a plot not a plane. It may or may not be equipped with travelling signaling devices. Congestions occured in the segment of a road are usually caused by several factors, such as the significant growth of motor vehicle users with limited road capacity, the increasing tendency of private transportation service users compared to its public counterpart, and urbanization as happened in Yogyakarta city as a tourist destination and student city. This research will begin by traffic surveys and literature studies to obtain primary data in forms of vehicles volume, road geometry, side barriers and vehicles speed. The secondary data will be obtained from aerial photographs and population data. The data obtained then will be analyzed by using MKJI 1997 and computer application VISSIM 9.0 to create a correlation between both data. The results of analysis by using MKJI 1997 method are: Speed VLV = 21.216 km/h, Volume Q = 3,073.8 smp/h, Capacity C = 3,561.378 smp/h, Saturation Degree DS = 0.863, Service level of the road LoS = 0.863 (E), There are no queueing and delay parameters in MKJI 199. As for VISSIM 9.0 computer application, the results are: VLV = 21.25 km/h, Q = 5247 smp/h, QLenMax = 62.76 m, Delay = 41.94 s. The service level of the road is E. There is no parameter of degree of saturation (DS) in Vissim 9.0.
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      http://repository.umy.ac.id/handle/123456789/17269
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