The environmental effect on the cooling rate of hot mix asphalt pavement

High demand for new asphalt pavements often requires that paving be done in an unfavorable condition such as low air temperatures, high speed winds, and night construction that will influence the cooling rate thus affecting the Time Available for Compaction (TAC). Higher cooling rate will reduce the...

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Main Author:	Hashim, Wardati
Format:	Thesis
Language:	English
Published:	2008
Subjects:	TE Highway engineering Roads and pavements
Online Access:	http://eprints.utm.my/id/eprint/36150/1/Wardati%20HashimMFKA2008.pdf
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id	my-utm-ep.36150
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spelling	my-utm-ep.361502018-07-25T08:06:32Z The environmental effect on the cooling rate of hot mix asphalt pavement 2008 Hashim, Wardati TE Highway engineering. Roads and pavements High demand for new asphalt pavements often requires that paving be done in an unfavorable condition such as low air temperatures, high speed winds, and night construction that will influence the cooling rate thus affecting the Time Available for Compaction (TAC). Higher cooling rate will reduce the TAC. In local practice, the asphalt paving compaction control mechanisms quoted from the locally used specifications are normally based on the limits of the delivery and laying completion temperatures. There are no items to predict these control elements and to be specifically related to the local conditions. This study was carried out with objective to investigate the environmental effect on cooling rate, aiming to determine the appropriate Time Available for Compaction (TAC) using laboratory tests which include the study parameter; solar flux, base and ambient temperature (daytime and night paving) and wind velocity focusing at HMA ACW 14 of mix type for wearing course and ACB 28 of mix type for binder course. Samples were prepared in slab mold, compacted using manually operated steel roller. Temperature measurements were taken from slabs at middle and surface position. Temperature of mixing was based on JKR specification. A controlled sample was prepared for each mix type, tested in the laboratory without any wind velocity and solar flux effect. Based on the result obtained, it can be concluded that the cooling rate of HMA is significantly affected by the environmental factor thus influencing the TAC. The TAC tend to decrease by 15-50% during windy and night condition while increase up to 100% during daytime condition. 2008 Thesis http://eprints.utm.my/id/eprint/36150/ http://eprints.utm.my/id/eprint/36150/1/Wardati%20HashimMFKA2008.pdf application/pdf en public http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:120?queryType=vitalDismax&query=The+environmental+effect+on+the+cooling+rate+of+hot+mix+asphalt+pavement&public=true 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 Hashim, Wardati The environmental effect on the cooling rate of hot mix asphalt pavement
description	High demand for new asphalt pavements often requires that paving be done in an unfavorable condition such as low air temperatures, high speed winds, and night construction that will influence the cooling rate thus affecting the Time Available for Compaction (TAC). Higher cooling rate will reduce the TAC. In local practice, the asphalt paving compaction control mechanisms quoted from the locally used specifications are normally based on the limits of the delivery and laying completion temperatures. There are no items to predict these control elements and to be specifically related to the local conditions. This study was carried out with objective to investigate the environmental effect on cooling rate, aiming to determine the appropriate Time Available for Compaction (TAC) using laboratory tests which include the study parameter; solar flux, base and ambient temperature (daytime and night paving) and wind velocity focusing at HMA ACW 14 of mix type for wearing course and ACB 28 of mix type for binder course. Samples were prepared in slab mold, compacted using manually operated steel roller. Temperature measurements were taken from slabs at middle and surface position. Temperature of mixing was based on JKR specification. A controlled sample was prepared for each mix type, tested in the laboratory without any wind velocity and solar flux effect. Based on the result obtained, it can be concluded that the cooling rate of HMA is significantly affected by the environmental factor thus influencing the TAC. The TAC tend to decrease by 15-50% during windy and night condition while increase up to 100% during daytime condition.
format	Thesis
qualification_level	Master's degree
author	Hashim, Wardati
author_facet	Hashim, Wardati
author_sort	Hashim, Wardati
title	The environmental effect on the cooling rate of hot mix asphalt pavement
title_short	The environmental effect on the cooling rate of hot mix asphalt pavement
title_full	The environmental effect on the cooling rate of hot mix asphalt pavement
title_fullStr	The environmental effect on the cooling rate of hot mix asphalt pavement
title_full_unstemmed	The environmental effect on the cooling rate of hot mix asphalt pavement
title_sort	environmental effect on the cooling rate of hot mix asphalt pavement
granting_institution	Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department	Faculty of Civil Engineering
publishDate	2008
url	http://eprints.utm.my/id/eprint/36150/1/Wardati%20HashimMFKA2008.pdf
_version_	1747816395409719296

The environmental effect on the cooling rate of hot mix asphalt pavement

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