Exploration on traffic characteristics and gap assessment on midblock U-turn facilities

The idea of a Midblock U-turn Opening installation is to eliminate direct right turns. Midblock U-turning facilities are median openings on multi-lane highways. Uturning facilities aimed at easing traffic conflicts and pressures at highway intersections. This study is to identify the influence of mi...

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Main Author: Mohamad Hilmi, Hamizan
Format: Undergraduates Project Papers
Language:English
Published: 2018
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Online Access:http://umpir.ump.edu.my/id/eprint/27827/1/Exploration%20on%20traffic%20characteristics%20and%20gap%20assessment%20on%20midblock%20u-turn%20facilities.pdf
http://umpir.ump.edu.my/id/eprint/27827/
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Institution: Universiti Malaysia Pahang
Language: English
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spelling my.ump.umpir.278272023-05-24T02:57:17Z http://umpir.ump.edu.my/id/eprint/27827/ Exploration on traffic characteristics and gap assessment on midblock U-turn facilities Mohamad Hilmi, Hamizan TA Engineering (General). Civil engineering (General) TE Highway engineering. Roads and pavements The idea of a Midblock U-turn Opening installation is to eliminate direct right turns. Midblock U-turning facilities are median openings on multi-lane highways. Uturning facilities aimed at easing traffic conflicts and pressures at highway intersections. This study is to identify the influence of midblock U-turn facilities towards traffic parameters of speed, flow and density relationship and to determine the safe merging gap for the midblock U-turn facilities. This study is referring to unsignalized junction, that is the midblock U-turn facilities located at Jalan Tanah Putih, heading to Kuantan, Pahang. The traffic characteristics of this study is to define the speed, flow and density when the vehicle at free flow speed and when reaching the conflict point near the midblock U-turn facilities. Raff’s Method is the method used to analysed the critical gap for the passenger car that want to make a U-turn. By using Raff Method, the gap acceptance and gap rejected will be observe and from these data, it can produce a linear graph which can determined the critical gap. The result obtained showed the traffic characteristics relationship which is speed, flow and density that the data relationship was similar to Greenshield Model and critical gap of the U-turn was 5.0 second. The critical gap was comply with the standard of Malaysia Public Work Department and Transportation Research Board. The result show from the speed, flow and density relationship, the road was in a good condition and the drivers behavior that desire to merge into major road from the U-turn. 2018-06 Undergraduates Project Papers NonPeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/27827/1/Exploration%20on%20traffic%20characteristics%20and%20gap%20assessment%20on%20midblock%20u-turn%20facilities.pdf Mohamad Hilmi, Hamizan (2018) Exploration on traffic characteristics and gap assessment on midblock U-turn facilities. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. http://efind.ump.edu.my/cgi-bin/koha/opac-detail.pl?biblionumber=91016
institution Universiti Malaysia Pahang
building UMP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang
content_source UMP Institutional Repository
url_provider http://umpir.ump.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
TE Highway engineering. Roads and pavements
spellingShingle TA Engineering (General). Civil engineering (General)
TE Highway engineering. Roads and pavements
Mohamad Hilmi, Hamizan
Exploration on traffic characteristics and gap assessment on midblock U-turn facilities
description The idea of a Midblock U-turn Opening installation is to eliminate direct right turns. Midblock U-turning facilities are median openings on multi-lane highways. Uturning facilities aimed at easing traffic conflicts and pressures at highway intersections. This study is to identify the influence of midblock U-turn facilities towards traffic parameters of speed, flow and density relationship and to determine the safe merging gap for the midblock U-turn facilities. This study is referring to unsignalized junction, that is the midblock U-turn facilities located at Jalan Tanah Putih, heading to Kuantan, Pahang. The traffic characteristics of this study is to define the speed, flow and density when the vehicle at free flow speed and when reaching the conflict point near the midblock U-turn facilities. Raff’s Method is the method used to analysed the critical gap for the passenger car that want to make a U-turn. By using Raff Method, the gap acceptance and gap rejected will be observe and from these data, it can produce a linear graph which can determined the critical gap. The result obtained showed the traffic characteristics relationship which is speed, flow and density that the data relationship was similar to Greenshield Model and critical gap of the U-turn was 5.0 second. The critical gap was comply with the standard of Malaysia Public Work Department and Transportation Research Board. The result show from the speed, flow and density relationship, the road was in a good condition and the drivers behavior that desire to merge into major road from the U-turn.
format Undergraduates Project Papers
author Mohamad Hilmi, Hamizan
author_facet Mohamad Hilmi, Hamizan
author_sort Mohamad Hilmi, Hamizan
title Exploration on traffic characteristics and gap assessment on midblock U-turn facilities
title_short Exploration on traffic characteristics and gap assessment on midblock U-turn facilities
title_full Exploration on traffic characteristics and gap assessment on midblock U-turn facilities
title_fullStr Exploration on traffic characteristics and gap assessment on midblock U-turn facilities
title_full_unstemmed Exploration on traffic characteristics and gap assessment on midblock U-turn facilities
title_sort exploration on traffic characteristics and gap assessment on midblock u-turn facilities
publishDate 2018
url http://umpir.ump.edu.my/id/eprint/27827/1/Exploration%20on%20traffic%20characteristics%20and%20gap%20assessment%20on%20midblock%20u-turn%20facilities.pdf
http://umpir.ump.edu.my/id/eprint/27827/
http://efind.ump.edu.my/cgi-bin/koha/opac-detail.pl?biblionumber=91016
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