Aggregate and binder application rate with different number of passes for surface dressing performance

Surface dressing is a very useful and cost effective process for restoring skid resistance to a road surface that is structurally sound. In the new roads adequate surface texture is designed in the running surface by specifying requirements for both aggregate properties and texture depth. The object...

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Main Author:	A. Saad, Ashrif Masoud
Format:	Thesis
Language:	English
Published:	2009
Subjects:	HE Transportation and Communications
Online Access:	http://eprints.utm.my/id/eprint/12344/1/AshrifMasoudSaadMFKA2009.pdf
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id	my-utm-ep.12344
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spelling	my-utm-ep.123442018-06-25T03:20:21Z Aggregate and binder application rate with different number of passes for surface dressing performance 2009 A. Saad, Ashrif Masoud HE Transportation and Communications TA Engineering (General). Civil engineering (General) Surface dressing is a very useful and cost effective process for restoring skid resistance to a road surface that is structurally sound. In the new roads adequate surface texture is designed in the running surface by specifying requirements for both aggregate properties and texture depth. The objective of this study is look on the effect of aggregate application rate, binder application rate and number of passes on surface dressing performance. This study involves 6, 10, and 14mm size of aggregates. All the aggregates were laid with penetration grade 80-100 bitumen. Skid resistance and texture depth were measured by British Pendulum Test (BPT) and Sand Patch Test (SPT). Results were analyzed using analysis of variance (ANOVA) using (Minitab15) to justify the objectives. The result showed that 14mm generated higher skid resistance and texture depth. 2009 Thesis http://eprints.utm.my/id/eprint/12344/ http://eprints.utm.my/id/eprint/12344/1/AshrifMasoudSaadMFKA2009.pdf application/pdf en public masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering 1. Cliff Nicholls, (1998) Asphalt surfacing: a guide to asphalt surfacing and treatments used for the surface course of road pavements, Taylor & Francis, pp 1-405. 2. Coleman A. O'Flaherty, A. Boyle (2002) Highways: The Location, Design, Construction and Maintenance of Road Pavements, 4th Edition, Butterworth-Heinemann, pp. 1-553. 3. Douglas D. Gransberg, David M. B. James (2005) Chip seal best practices, National Cooperative Highway Research Program, National Research Council (U.S.). Transportation Research Board, pp. 1-111. 4. Enuvie G. Akpokodje1 and Peter P. Hudec (1992) Factors Controlling Properties and Durability of Concretionary Laterite Gravel Aggregates, Journal of Materials in Civil Engineering, 4 (1), February, pp. 1-13, No. 412. 5. Bila, J. A. L (1980) Bitumen-its origin, use and performance characteristics, Road and Bridge Engineering, 3, p.117. 6. Bremner, A.J. (1985). Bitumen emulsions in road construction, Techemoleum, 8, Emoleum Australia Ltd. 7. Barth, E.J. (1962). Asphalt Science and Technology, Gordon and Breach, New York, p.284. 8. Jacinta, L. Gorman., Rusell, J. Crawford., and Ian, H. Harding (2004) Bitumen emulsions in road construction - A review, Road & Transport research, Nunawading, 13 (1) p. 1-25. 9. Loeber, L., Muller, G., Morel, J. and Sutton, O (1998) Bitumen in colloid science: a Chemical, structural and rheological approach, Fuel, 77(13), p.1443. 10. Poirier, J.E., Bourrel, M., Castillo, P., Chambu, C. and Kbala, M (1989) Asphalt emulsions: Experimental study of cationic surfactant adsorption at the asphalt water interface, programme of Colloid Polymer Science, 79,p.106. 66 11. Robert, N. Hunter and Thomas Telford (1994) Bituminous Mixture in Road construction Bituminous Mixtures in Road Construction, Thomas Telford, pp. 1-441. 12. Salou, M., Siffert, B. and Jada, A (1998) Interfacial characteristics of petroleum bitumen in contact with acid water, Fuel, 77(4), p.343. 13. Shell Bitumen (1990) The Shell B bitumen Handbook, Shell Bitumen UK, p.13. 14. Staples, P.R (1997) Cold emulsion macadam performance trials for footway surfacing in Leicestershire, Proceedings of the Institution of Civil Engineers - Transport, 123, p.174. 15. Kerajaan Malaysia Jabatan Kerja Raya Malaysia JKR/SPJ/2008 (Standard Specification for Road Works) Section 4: Flexible Pavement
institution	Universiti Teknologi Malaysia
collection	UTM Institutional Repository
language	English
topic	HE Transportation and Communications HE Transportation and Communications
spellingShingle	HE Transportation and Communications HE Transportation and Communications A. Saad, Ashrif Masoud Aggregate and binder application rate with different number of passes for surface dressing performance
description	Surface dressing is a very useful and cost effective process for restoring skid resistance to a road surface that is structurally sound. In the new roads adequate surface texture is designed in the running surface by specifying requirements for both aggregate properties and texture depth. The objective of this study is look on the effect of aggregate application rate, binder application rate and number of passes on surface dressing performance. This study involves 6, 10, and 14mm size of aggregates. All the aggregates were laid with penetration grade 80-100 bitumen. Skid resistance and texture depth were measured by British Pendulum Test (BPT) and Sand Patch Test (SPT). Results were analyzed using analysis of variance (ANOVA) using (Minitab15) to justify the objectives. The result showed that 14mm generated higher skid resistance and texture depth.
format	Thesis
qualification_level	Master's degree
author	A. Saad, Ashrif Masoud
author_facet	A. Saad, Ashrif Masoud
author_sort	A. Saad, Ashrif Masoud
title	Aggregate and binder application rate with different number of passes for surface dressing performance
title_short	Aggregate and binder application rate with different number of passes for surface dressing performance
title_full	Aggregate and binder application rate with different number of passes for surface dressing performance
title_fullStr	Aggregate and binder application rate with different number of passes for surface dressing performance
title_full_unstemmed	Aggregate and binder application rate with different number of passes for surface dressing performance
title_sort	aggregate and binder application rate with different number of passes for surface dressing performance
granting_institution	Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department	Faculty of Civil Engineering
publishDate	2009
url	http://eprints.utm.my/id/eprint/12344/1/AshrifMasoudSaadMFKA2009.pdf
_version_	1747814926567604224

Aggregate and binder application rate with different number of passes for surface dressing performance

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