Investigations of factors affecting pendulum test value on asphaltic concrete surfaces

Skidding is one of the major contributions to road accidents during wet weather condition. Therefore, a study is conducted to investigate the factors affecting Pendulum Test Value on Asphaltic Concrete surfaces. The main objective of this study is to determine the mix type and the crossfall percenta...

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Main Author: Baskara, Sudesh Nair
Format: Thesis
Language:English
Published: 2009
Subjects:
Online Access:http://eprints.utm.my/id/eprint/11135/1/SudeshNairBaskaraMFKA2009.pdf
http://eprints.utm.my/id/eprint/11135/
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Institution: Universiti Teknologi Malaysia
Language: English
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spelling my.utm.111352018-06-04T09:51:26Z http://eprints.utm.my/id/eprint/11135/ Investigations of factors affecting pendulum test value on asphaltic concrete surfaces Baskara, Sudesh Nair HE Transportation and Communications TE Highway engineering. Roads and pavements Skidding is one of the major contributions to road accidents during wet weather condition. Therefore, a study is conducted to investigate the factors affecting Pendulum Test Value on Asphaltic Concrete surfaces. The main objective of this study is to determine the mix type and the crossfall percentage that best resist skid during wet weather condition. Three different types of dense graded mixes were used in this study which are AC10, AC14 and AC20. Those three mixes are tested using Sand Patch Test (SPT) and are then subjected to various rainfall conditions and crossfall percentages using Rainfall Simulator. The rainfall conditions are categorized as low rainfall, medium rainfall and high rainfall while the crossfalls were increased 2% from 0% to 10% crossfalls. During the event of rainfall on each mix surfaces, a Portable Skid Resistance Tester is used on the mix to obtain the Pendulum Test Value (PTV) at different crossfalls. Results are analyzed using analysis of variance (ANOVA) to justify the objectives. Results from PTV shows that 4% to 10% crossfall and AC20 is the best crossfall and surface type in resisting skid. 2009-06 Thesis NonPeerReviewed application/pdf en http://eprints.utm.my/id/eprint/11135/1/SudeshNairBaskaraMFKA2009.pdf Baskara, Sudesh Nair (2009) Investigations of factors affecting pendulum test value on asphaltic concrete surfaces. Masters thesis, Universiti Teknologi Malaysia, Faculty of Civil Engineering.
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
language English
topic HE Transportation and Communications
TE Highway engineering. Roads and pavements
spellingShingle HE Transportation and Communications
TE Highway engineering. Roads and pavements
Baskara, Sudesh Nair
Investigations of factors affecting pendulum test value on asphaltic concrete surfaces
description Skidding is one of the major contributions to road accidents during wet weather condition. Therefore, a study is conducted to investigate the factors affecting Pendulum Test Value on Asphaltic Concrete surfaces. The main objective of this study is to determine the mix type and the crossfall percentage that best resist skid during wet weather condition. Three different types of dense graded mixes were used in this study which are AC10, AC14 and AC20. Those three mixes are tested using Sand Patch Test (SPT) and are then subjected to various rainfall conditions and crossfall percentages using Rainfall Simulator. The rainfall conditions are categorized as low rainfall, medium rainfall and high rainfall while the crossfalls were increased 2% from 0% to 10% crossfalls. During the event of rainfall on each mix surfaces, a Portable Skid Resistance Tester is used on the mix to obtain the Pendulum Test Value (PTV) at different crossfalls. Results are analyzed using analysis of variance (ANOVA) to justify the objectives. Results from PTV shows that 4% to 10% crossfall and AC20 is the best crossfall and surface type in resisting skid.
format Thesis
author Baskara, Sudesh Nair
author_facet Baskara, Sudesh Nair
author_sort Baskara, Sudesh Nair
title Investigations of factors affecting pendulum test value on asphaltic concrete surfaces
title_short Investigations of factors affecting pendulum test value on asphaltic concrete surfaces
title_full Investigations of factors affecting pendulum test value on asphaltic concrete surfaces
title_fullStr Investigations of factors affecting pendulum test value on asphaltic concrete surfaces
title_full_unstemmed Investigations of factors affecting pendulum test value on asphaltic concrete surfaces
title_sort investigations of factors affecting pendulum test value on asphaltic concrete surfaces
publishDate 2009
url http://eprints.utm.my/id/eprint/11135/1/SudeshNairBaskaraMFKA2009.pdf
http://eprints.utm.my/id/eprint/11135/
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