Transformation of Jalan Kuala Kangsar and Jalan Klebang Selatan from unsignalised to intersection

During peak hour at study at location namely the intersection of Jalan Kuala Kangsar and Jalan Klebang Selatan we observed difficulties to the vehicles using the road due to the heavy turning in The intersection also is not in accordance with the design road standards. This will most likely result w...

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Main Author:	Nurulakma, Md Desa
Format:	Undergraduates Project Papers
Language:	English
Published:	2014
Subjects:	TE Highway engineering. Roads and pavements
Online Access:	http://umpir.ump.edu.my/id/eprint/12411/ http://umpir.ump.edu.my/id/eprint/12411/ http://umpir.ump.edu.my/id/eprint/12411/1/FKASA%20-%20NURULAKMA%20BT%20MD%20DESA.PDF

id	ump-12411
recordtype	eprints
spelling	ump-124112016-03-23T02:43:33Z http://umpir.ump.edu.my/id/eprint/12411/ Transformation of Jalan Kuala Kangsar and Jalan Klebang Selatan from unsignalised to intersection Nurulakma, Md Desa TE Highway engineering. Roads and pavements During peak hour at study at location namely the intersection of Jalan Kuala Kangsar and Jalan Klebang Selatan we observed difficulties to the vehicles using the road due to the heavy turning in The intersection also is not in accordance with the design road standards. This will most likely result with occurrence of traffic accidents. Jalan Kuala Kangsar is the main route between the Ipoh city to Kuala Kangsar Town where Jalan Kiebang Selatan is linking to residential estet. Road standard for Jalan Kuala Kangsar is of JKR R5 and Jalan Klebang Selatan is of JKR U3. The T-intersection unsignalised intersection had been in operation over the past 10 years. The purpose of this study was to obtain road capacity and evaluating the level of services (LOS) the intersection. This study will focus on not only on the traffic study but also on the transformation of an unsignalised intersection to a signalised intersection. In this study, traffic survey data of vehicles, direction of movement and road geometry data were collected. The survey shows that the number of vehicles passing warrant through the road exceeding 1500 vehicles per hour and this for the installation of traffic lights. Noon peak hour indicated the volume of lane. Transformation of Jalan Kuala Kangsar and Jalan Klebang Selatan from unsignalised to signalised is required because the existing intersection could not accommodate the number of vehicles that pass through the intersection exceed the volume allowable at an unsignalised intersection. 2014-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/12411/1/FKASA%20-%20NURULAKMA%20BT%20MD%20DESA.PDF Nurulakma, Md Desa (2014) Transformation of Jalan Kuala Kangsar and Jalan Klebang Selatan from unsignalised to intersection. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:84966&theme=UMP2
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TE Highway engineering. Roads and pavements
spellingShingle	TE Highway engineering. Roads and pavements Nurulakma, Md Desa Transformation of Jalan Kuala Kangsar and Jalan Klebang Selatan from unsignalised to intersection
description	During peak hour at study at location namely the intersection of Jalan Kuala Kangsar and Jalan Klebang Selatan we observed difficulties to the vehicles using the road due to the heavy turning in The intersection also is not in accordance with the design road standards. This will most likely result with occurrence of traffic accidents. Jalan Kuala Kangsar is the main route between the Ipoh city to Kuala Kangsar Town where Jalan Kiebang Selatan is linking to residential estet. Road standard for Jalan Kuala Kangsar is of JKR R5 and Jalan Klebang Selatan is of JKR U3. The T-intersection unsignalised intersection had been in operation over the past 10 years. The purpose of this study was to obtain road capacity and evaluating the level of services (LOS) the intersection. This study will focus on not only on the traffic study but also on the transformation of an unsignalised intersection to a signalised intersection. In this study, traffic survey data of vehicles, direction of movement and road geometry data were collected. The survey shows that the number of vehicles passing warrant through the road exceeding 1500 vehicles per hour and this for the installation of traffic lights. Noon peak hour indicated the volume of lane. Transformation of Jalan Kuala Kangsar and Jalan Klebang Selatan from unsignalised to signalised is required because the existing intersection could not accommodate the number of vehicles that pass through the intersection exceed the volume allowable at an unsignalised intersection.
format	Undergraduates Project Papers
author	Nurulakma, Md Desa
author_facet	Nurulakma, Md Desa
author_sort	Nurulakma, Md Desa
title	Transformation of Jalan Kuala Kangsar and Jalan Klebang Selatan from unsignalised to intersection
title_short	Transformation of Jalan Kuala Kangsar and Jalan Klebang Selatan from unsignalised to intersection
title_full	Transformation of Jalan Kuala Kangsar and Jalan Klebang Selatan from unsignalised to intersection
title_fullStr	Transformation of Jalan Kuala Kangsar and Jalan Klebang Selatan from unsignalised to intersection
title_full_unstemmed	Transformation of Jalan Kuala Kangsar and Jalan Klebang Selatan from unsignalised to intersection
title_sort	transformation of jalan kuala kangsar and jalan klebang selatan from unsignalised to intersection
publishDate	2014
url	http://umpir.ump.edu.my/id/eprint/12411/ http://umpir.ump.edu.my/id/eprint/12411/ http://umpir.ump.edu.my/id/eprint/12411/1/FKASA%20-%20NURULAKMA%20BT%20MD%20DESA.PDF
first_indexed	2023-09-18T22:14:02Z
last_indexed	2023-09-18T22:14:02Z
_version_	1777415217520574464

Transformation of Jalan Kuala Kangsar and Jalan Klebang Selatan from unsignalised to intersection

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