An investigation on vehicle overloading in Muar - Melaka road

Vehicle overloading is considered as one of the most substantial concerns in road transport due to a possible road surface damage. The ability of a pavement structure in carrying out its function reduces in line with the increase of traffic load, especially if there are overloaded heavy vehicle pass...

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Main Author: Marwan, Hazlina
Format: Thesis
Language:English
Published: 2013
Subjects:
Online Access:http://eprints.utm.my/id/eprint/42067/5/HazlinaMarwanMFKA2013.pdf
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spelling my-utm-ep.420672017-07-16T07:10:57Z An investigation on vehicle overloading in Muar - Melaka road 2013-06 Marwan, Hazlina TE Highway engineering. Roads and pavements Vehicle overloading is considered as one of the most substantial concerns in road transport due to a possible road surface damage. The ability of a pavement structure in carrying out its function reduces in line with the increase of traffic load, especially if there are overloaded heavy vehicle passing through the road. This paper investigates the overloading of vehicles in the Muar-Melaka roads. The main objective of this paper is to examine the percentage of overloading based on types of vehicles and their equivalence factor (EF). Data were collected from fixed weighbridge station by considering gross vehicle weight, maximum permissible gross vehicle and axle load for the period of two years. The result showed that heavy vehicle with 2 axles is the most overloaded vehicle with 74.3%. Besides that, 29% of all heavy vehicles weighted are between 1% to 25% overloading. Equivalence Factor (EF) for this case study area is equal to 3.14. Thus, it is can be noted that EF of this road are still in standard design. 2013-06 Thesis http://eprints.utm.my/id/eprint/42067/ http://eprints.utm.my/id/eprint/42067/5/HazlinaMarwanMFKA2013.pdf application/pdf en public masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering
institution Universiti Teknologi Malaysia
collection UTM Institutional Repository
language English
topic TE Highway engineering
Roads and pavements
spellingShingle TE Highway engineering
Roads and pavements
Marwan, Hazlina
An investigation on vehicle overloading in Muar - Melaka road
description Vehicle overloading is considered as one of the most substantial concerns in road transport due to a possible road surface damage. The ability of a pavement structure in carrying out its function reduces in line with the increase of traffic load, especially if there are overloaded heavy vehicle passing through the road. This paper investigates the overloading of vehicles in the Muar-Melaka roads. The main objective of this paper is to examine the percentage of overloading based on types of vehicles and their equivalence factor (EF). Data were collected from fixed weighbridge station by considering gross vehicle weight, maximum permissible gross vehicle and axle load for the period of two years. The result showed that heavy vehicle with 2 axles is the most overloaded vehicle with 74.3%. Besides that, 29% of all heavy vehicles weighted are between 1% to 25% overloading. Equivalence Factor (EF) for this case study area is equal to 3.14. Thus, it is can be noted that EF of this road are still in standard design.
format Thesis
qualification_level Master's degree
author Marwan, Hazlina
author_facet Marwan, Hazlina
author_sort Marwan, Hazlina
title An investigation on vehicle overloading in Muar - Melaka road
title_short An investigation on vehicle overloading in Muar - Melaka road
title_full An investigation on vehicle overloading in Muar - Melaka road
title_fullStr An investigation on vehicle overloading in Muar - Melaka road
title_full_unstemmed An investigation on vehicle overloading in Muar - Melaka road
title_sort investigation on vehicle overloading in muar - melaka road
granting_institution Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department Faculty of Civil Engineering
publishDate 2013
url http://eprints.utm.my/id/eprint/42067/5/HazlinaMarwanMFKA2013.pdf
_version_ 1747816681878585344