Adhesion on different rate of binder and aggregate for chip seal

Chip seal is a frequently used as preventive maintenance treatment on flexible pavements. The construction of chip seal should be monitored and the technique must be used correctly especially when spreading the binder and the aggregate. The objective of this study is to investigate and to determine...

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Main Author:	Khalid, Nor Ikhwan
Format:	Thesis
Language:	English
Published:	2010
Subjects:	TA Engineering (General) Civil engineering (General)
Online Access:	http://eprints.utm.my/id/eprint/15923/6/NorIkhwanKhalidMFKA2010.pdf
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id	my-utm-ep.15923
record_format	uketd_dc
spelling	my-utm-ep.159232017-09-19T04:15:52Z Adhesion on different rate of binder and aggregate for chip seal 2010-12 Khalid, Nor Ikhwan TA Engineering (General). Civil engineering (General) TE Highway engineering. Roads and pavements Chip seal is a frequently used as preventive maintenance treatment on flexible pavements. The construction of chip seal should be monitored and the technique must be used correctly especially when spreading the binder and the aggregate. The objective of this study is to investigate and to determine the best adhesion of chip seal based on the rate of aggregate and binder. Three different size of aggregate with the different rate are used in this study which are (12, 14, 16 and18 kg/m2) for 14mm size; (8, 10, 11 and 12 kg/m2) for 10mm size and (5, 6 7 and 8 kg/m2) for 6mm size. The penetration grade 80/100 pen bitumen is used as the binder with different rate for every size of aggregate which are (1.50, 1.60 and 1.70 l/m2) for 14mm ; (1.30, 1.40 and 1.50 l/m2) for 10mm and (1.10, 1.20 and 1.30 l/m2) for 6mm aggregate size. Vialit test and pull out test are conducted on every sample to investigate and determine the best adhesion of chip seal. From vialit test result, the percentage of aggregate retained is increases as the binder rate increases. The difference percentage of aggregate retained is around 0% to 0.85%. Besides that, at the same rate of binder shows that percentage of aggregate retained decreases when aggregate rate increases around 1.10% to 2.87%. The combination between smallest aggregate rate and highest binder rate provide the great adhesion between aggregate and binder. The pull out test result shows that highest binder rate gave the highest average maximum load. The highest average maximum load is about 41.970 N for 14 mm, 25.515 N for 10 mm and 15.409 N for 6 mm aggregate size. The best adhesion between aggregate rate and binder rate are (12 kg/m2 and 1.70 l/m2) for 14mm, (8 kg/m2 and 1.50 l/m2) for 10mm and (5 kg/m2 and 1.10 l/m2) for 6mm aggregate size. 2010-12 Thesis http://eprints.utm.my/id/eprint/15923/ http://eprints.utm.my/id/eprint/15923/6/NorIkhwanKhalidMFKA2010.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	TA Engineering (General) Civil engineering (General) TA Engineering (General) Civil engineering (General)
spellingShingle	TA Engineering (General) Civil engineering (General) TA Engineering (General) Civil engineering (General) Khalid, Nor Ikhwan Adhesion on different rate of binder and aggregate for chip seal
description	Chip seal is a frequently used as preventive maintenance treatment on flexible pavements. The construction of chip seal should be monitored and the technique must be used correctly especially when spreading the binder and the aggregate. The objective of this study is to investigate and to determine the best adhesion of chip seal based on the rate of aggregate and binder. Three different size of aggregate with the different rate are used in this study which are (12, 14, 16 and18 kg/m2) for 14mm size; (8, 10, 11 and 12 kg/m2) for 10mm size and (5, 6 7 and 8 kg/m2) for 6mm size. The penetration grade 80/100 pen bitumen is used as the binder with different rate for every size of aggregate which are (1.50, 1.60 and 1.70 l/m2) for 14mm ; (1.30, 1.40 and 1.50 l/m2) for 10mm and (1.10, 1.20 and 1.30 l/m2) for 6mm aggregate size. Vialit test and pull out test are conducted on every sample to investigate and determine the best adhesion of chip seal. From vialit test result, the percentage of aggregate retained is increases as the binder rate increases. The difference percentage of aggregate retained is around 0% to 0.85%. Besides that, at the same rate of binder shows that percentage of aggregate retained decreases when aggregate rate increases around 1.10% to 2.87%. The combination between smallest aggregate rate and highest binder rate provide the great adhesion between aggregate and binder. The pull out test result shows that highest binder rate gave the highest average maximum load. The highest average maximum load is about 41.970 N for 14 mm, 25.515 N for 10 mm and 15.409 N for 6 mm aggregate size. The best adhesion between aggregate rate and binder rate are (12 kg/m2 and 1.70 l/m2) for 14mm, (8 kg/m2 and 1.50 l/m2) for 10mm and (5 kg/m2 and 1.10 l/m2) for 6mm aggregate size.
format	Thesis
qualification_level	Master's degree
author	Khalid, Nor Ikhwan
author_facet	Khalid, Nor Ikhwan
author_sort	Khalid, Nor Ikhwan
title	Adhesion on different rate of binder and aggregate for chip seal
title_short	Adhesion on different rate of binder and aggregate for chip seal
title_full	Adhesion on different rate of binder and aggregate for chip seal
title_fullStr	Adhesion on different rate of binder and aggregate for chip seal
title_full_unstemmed	Adhesion on different rate of binder and aggregate for chip seal
title_sort	adhesion on different rate of binder and aggregate for chip seal
granting_institution	Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department	Faculty of Civil Engineering
publishDate	2010
url	http://eprints.utm.my/id/eprint/15923/6/NorIkhwanKhalidMFKA2010.pdf
_version_	1747814998318514176

Adhesion on different rate of binder and aggregate for chip seal

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