TRAFFIC MANAGEMENT OF IR. H. DJUANDA – SILIWANGI INTERSECTION WITHOUT AND WITH CAR FREE DAY CONDITION

Traffic jam in Bandung as a capital province of West Java influenced by the inability of transport infrastructure, especially roads to provide a supply for existing demand. <br /> <br /> <br /> <br /> <br /> Traffic jam happens both in links and nodes. One of node...

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Main Author: LYDIA (NIM : 15007087); Pembimbing : Prof. Ir. Ofyar Z. Tamin, M.Sc., Ph.D., ELIZABETH
Format: Final Project
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/18392
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:18392
spelling id-itb.:183922017-09-27T10:25:49ZTRAFFIC MANAGEMENT OF IR. H. DJUANDA – SILIWANGI INTERSECTION WITHOUT AND WITH CAR FREE DAY CONDITION LYDIA (NIM : 15007087); Pembimbing : Prof. Ir. Ofyar Z. Tamin, M.Sc., Ph.D., ELIZABETH Indonesia Final Project INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/18392 Traffic jam in Bandung as a capital province of West Java influenced by the inability of transport infrastructure, especially roads to provide a supply for existing demand. <br /> <br /> <br /> <br /> <br /> Traffic jam happens both in links and nodes. One of nodes in Bandung that have traffic jam problem is Ir. H. Djuanda – Siliwangi Intersection. The traffic jam usually happens in peak hour from Monday to Saturday. In Sunday, traffic jam became worst because of Car Free Day. <br /> <br /> <br /> Traffic management is needed to solve this problem. To find the Ir. H. Djuanda – Siliwangi Intersection performance, analysis will use Indonesian Road Capacity Manual. From the analysis result we can know indicators of the existing intersections, such as degree of saturation, the queue length and delay time. After that, some scenario will be applied to get the intersection best performance. <br /> <br /> <br /> The best scenario to increase intersection performance (without the CFD) is phase change. Degree of saturation at the intersection of Jl. Ir. H. Djuanda - Jl. Siliwangi down from 1.61 to 0.63, queue length reduced from 733 m to 60 m and the average delay time down from 209.77 sec/smp to 15.68 sec/smp. <br /> <br /> <br /> While the best scenario for performance improvement at the intersection of CFD also by changing the phase. With this scenario, the degree of saturation drops to 0.78, the queue length is equal to 160 m and an average delay time 20 seconds / smp text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
description Traffic jam in Bandung as a capital province of West Java influenced by the inability of transport infrastructure, especially roads to provide a supply for existing demand. <br /> <br /> <br /> <br /> <br /> Traffic jam happens both in links and nodes. One of nodes in Bandung that have traffic jam problem is Ir. H. Djuanda – Siliwangi Intersection. The traffic jam usually happens in peak hour from Monday to Saturday. In Sunday, traffic jam became worst because of Car Free Day. <br /> <br /> <br /> Traffic management is needed to solve this problem. To find the Ir. H. Djuanda – Siliwangi Intersection performance, analysis will use Indonesian Road Capacity Manual. From the analysis result we can know indicators of the existing intersections, such as degree of saturation, the queue length and delay time. After that, some scenario will be applied to get the intersection best performance. <br /> <br /> <br /> The best scenario to increase intersection performance (without the CFD) is phase change. Degree of saturation at the intersection of Jl. Ir. H. Djuanda - Jl. Siliwangi down from 1.61 to 0.63, queue length reduced from 733 m to 60 m and the average delay time down from 209.77 sec/smp to 15.68 sec/smp. <br /> <br /> <br /> While the best scenario for performance improvement at the intersection of CFD also by changing the phase. With this scenario, the degree of saturation drops to 0.78, the queue length is equal to 160 m and an average delay time 20 seconds / smp
format Final Project
author LYDIA (NIM : 15007087); Pembimbing : Prof. Ir. Ofyar Z. Tamin, M.Sc., Ph.D., ELIZABETH
spellingShingle LYDIA (NIM : 15007087); Pembimbing : Prof. Ir. Ofyar Z. Tamin, M.Sc., Ph.D., ELIZABETH
TRAFFIC MANAGEMENT OF IR. H. DJUANDA – SILIWANGI INTERSECTION WITHOUT AND WITH CAR FREE DAY CONDITION
author_facet LYDIA (NIM : 15007087); Pembimbing : Prof. Ir. Ofyar Z. Tamin, M.Sc., Ph.D., ELIZABETH
author_sort LYDIA (NIM : 15007087); Pembimbing : Prof. Ir. Ofyar Z. Tamin, M.Sc., Ph.D., ELIZABETH
title TRAFFIC MANAGEMENT OF IR. H. DJUANDA – SILIWANGI INTERSECTION WITHOUT AND WITH CAR FREE DAY CONDITION
title_short TRAFFIC MANAGEMENT OF IR. H. DJUANDA – SILIWANGI INTERSECTION WITHOUT AND WITH CAR FREE DAY CONDITION
title_full TRAFFIC MANAGEMENT OF IR. H. DJUANDA – SILIWANGI INTERSECTION WITHOUT AND WITH CAR FREE DAY CONDITION
title_fullStr TRAFFIC MANAGEMENT OF IR. H. DJUANDA – SILIWANGI INTERSECTION WITHOUT AND WITH CAR FREE DAY CONDITION
title_full_unstemmed TRAFFIC MANAGEMENT OF IR. H. DJUANDA – SILIWANGI INTERSECTION WITHOUT AND WITH CAR FREE DAY CONDITION
title_sort traffic management of ir. h. djuanda ãƒâ€šã‚– siliwangi intersection without and with car free day condition
url https://digilib.itb.ac.id/gdl/view/18392
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