Investigations of Rubber Dipping by-Product on Bitumen Properties

Article Preview

Abstract:

Nowadays, there are a lot of damaged of road pavement and it become a very serious issue in Malaysia. To minimise the damage of pavement surface and increase durability of flexible pavement, the conventional bitumen needs to be improved with regards to performance related properties. Thus, this study is to investigate the effect of rubber dipping by-product (RDP) on bitumen properties. In order to achieve this aim, the objectives of this study are; i) to determine of non-modified bitumen and the effect of added RDP in different concentration on bitumen properties; and ii) to compare non-modified bitumen and RDP modified bitumen in terms of physical properties. RDP is waste material from natural rubber industrial and it is in solid forms. Bitumen grade 80/100 PEN was used in this study. Laboratory tests were penetration, softening point, viscosity, rolling thin film oven (RTFO) and pressure aging vessel (PAV) tests. The findings show that addition of RDP causes the modified bitumen harder than before, indicate higher temperature susceptibility and increased viscosity properties. From the study stated that the suggested proportion of RDP to be mixed with bitumen is 10 percent by total weight.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

449-453

Citation:

Online since:

March 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Potti, J. J. Crumb Rubber Modified Bitumen. Other Way to Recycle. Technical Report, PROBSA, (2005).

Google Scholar

[2] McGennis, R. B., Shuler, S., and Bahia, H. U. Background of Superpave Asphalt Binder Test Methods. FHWA, Report No. FHWA-SA-94-069, July (1994).

Google Scholar

[3] Wardlaw K. R. . and Shuler S. Polymer Modified Asphalt Binders, ASTM STP1108, (1992).

Google Scholar

[4] Narchai T., Direk L., and Chayatan P. The modification of Asphalt with Natural Rubber Latex. Proceeding of the Eastern Asia Society for Transportation Studies, Vol. 5, pp.679-694, (2005).

Google Scholar

[5] Smith, L.M. Some Viscous and Elastic Properties of Rubberized Bitumens. Journal of Apply Chemistry, Vol. 10, Pp. 296-305, (1960).

Google Scholar

[6] ASTM D5/D5 M-13. Standard Test Method for Penetration of Bituminous Materials. ASTM International. West Conshohocken, United State. (2013).

Google Scholar

[7] ASTM D36/D36 M-12. Standard Test Method for Softening Point of Bitumen (Ring and Ball Apparatus. ASTM International. West Conshohocken, United State. (2012).

Google Scholar

[8] ASTM D2170/D2170 M-10. Standard Test Method for Kinematic Viscosity of Asphalts (Bitumens). ASTM International. West Conshohocken, United State. (2010).

Google Scholar

[9] Mallick, R.B. and El-Korchi, T. Pavement Engineering: Principles and Practice. Published by CRC Press Taylor & Francis Group. Pp. 171, ( 2009).

Google Scholar

[10] ASTM D6373/D6373 M-13. Standard Specification for Performance Graded Asphalt Binder. ASTM International. West Conshohocken, United State. (2013).

Google Scholar