View Item 
      •   UMY Repository
      • 03. DISSERTATIONS AND THESIS
      • Students
      • Undergraduate Thesis
      • Faculty of Engineering
      • Department of Civil Engineering
      • View Item
      •   UMY Repository
      • 03. DISSERTATIONS AND THESIS
      • Students
      • Undergraduate Thesis
      • Faculty of Engineering
      • Department of Civil Engineering
      • View Item
      JavaScript is disabled for your browser. Some features of this site may not work without it.

      ANALISIS LALU LINTAS MENGGUNAKAN PKJI 2014 DAN PEMODELAN LALU LINTAS MENGGUNAKAN SOFTWARE VISSIM 9 PADA SIMPANG APILL PLENGKUNG GADING KOTA YOGYAKARTA

      Thumbnail
      View/Open
      COVER (86.00Kb)
      HALAMAN JUDUL (586.0Kb)
      HALAMAN PENGESAHAN (170.5Kb)
      ABSTRACT (100.6Kb)
      BAB I (102.1Kb)
      BAB II (382.2Kb)
      BAB III (2.432Mb)
      BAB IV (392.9Kb)
      BAB V (1.784Mb)
      BAB VI (166.9Kb)
      DAFTAR PUSTAKA (102.9Kb)
      Date
      2017-08-30
      Author
      HARJA, ARYA SUMANI
      Metadata
      Show full item record
      Abstract
      Yogyakarta is a city in Indonesia which is famous with the term ‘city of learners’ as well as ‘city of tourism’. As the time goes by, Yogyakarta has been getting crowded due to the enormous growing of the population, various kinds of lively activities, as well as the increasing ownership of private transportation. All these factors have caused several traffic disruptions, such as traffic jam, traffic delay, traffic congestion, traffic boredom and road capacity decline, by which impacting on the optimization of the road’s function and efficiency in providing an appropriate access for the road users. This study aims to find out the factors affecting the performance of APILL Plengkung Gading intersection, to evaluate the performance of the intersection, and to provide alternatives and solutions for improving the performance of APILL Plengkung Gading intersection. The program used in this study was VISSIM9.0 (Student Version). Result shows that the factors affecting the performance of APILL intersection are geometric, environmental condition, traffic volume, traffic, intersection capacity, degree of boredom, congestion length, and traffic delay. Existing condition shows that the average traffic delay is 113.30 s/skr, with level of service F which is very bad. Proposed solution scenario is by planning new timing cycle of which the result is 112.28 s/skr, road expansion of which the result is 76.69 s/skr, phase modification of which the result is 60.91 s/skr, and combination between new timing cycle, road expansion on every shoulder, and phase modification of which the result is 38.19 s/skr. The best solution to use is the combination scenario, with the average delay of intersection is 38.19 s/skr and level of service is D.
      URI
      http://repository.umy.ac.id/handle/123456789/15008
      Collections
      • Department of Civil Engineering

      DSpace software copyright © 2002-2015  DuraSpace
      Contact Us | Send Feedback
      Theme by 
      @mire NV
       

       

      Browse

      All of UMY RepositoryCollectionsBy Issue DateAuthorsTitlesSubjectsThis CollectionBy Issue DateAuthorsTitlesSubjects

      My Account

      Login

      DSpace software copyright © 2002-2015  DuraSpace
      Contact Us | Send Feedback
      Theme by 
      @mire NV