Laboratory Evaluation of Asphalt Concrete Prepared with Over Burnt Brick Aggregate Treated by Zycosoil
Commenced in January 2007
Frequency: Monthly
Edition: International
Paper Count: 32799
Laboratory Evaluation of Asphalt Concrete Prepared with Over Burnt Brick Aggregate Treated by Zycosoil

Authors: D. Sarkar, M. Pal, A. K. Sarkar

Abstract:

Asphaltic concrete for pavement construction in India are produced by using crushed stone, gravels etc. as aggregate. In north-Eastern region of India, there is a scarcity of stone aggregate. Therefore the road engineers are always in search of an optional material as aggregate which can replace the regularly used material. The purpose of this work was to evaluate the utilization of substandard or marginal aggregates in flexible pavement construction. The investigation was undertaken to evaluate the effects of using lower quality aggregates such as over burnt brick aggregate on the preparation of asphalt concrete for flexible pavements. The scope of this work included a review of available literature and existing data, a laboratory evaluation organized to determine the effects of marginal aggregates and potential techniques to upgrade these substandard materials, and a laboratory evaluation of these upgraded marginal aggregate asphalt mixtures. Over burnt brick aggregates are water susceptible and can leads to moisture damage. Moisture damage is the progressive loss of functionality of the material owing to loss of the adhesion bond between the asphalt binder and the aggregate surface. Hence zycosoil as an anti striping additive were evaluated in this study. This study summarizes the results of the laboratory evaluation carried out to investigate the properties of asphalt concrete prepared with zycosoil modified over burnt brick aggregate. Marshall specimen were prepared with stone aggregate, zycosoil modified stone aggregate, over burnt brick aggregate and zycosoil modified over burnt brick aggregate. Results show that addition of zycosoil with stone aggregate increased stability by 6% and addition of zycosoil with over burnt brick aggregate increased stability by 30%.

Keywords: Asphalt Concrete, Over Burnt Brick Aggregate, Marshall Stability, Zycosoil.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1097389

Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 2838

References:


[1] A. R. Mazumder, A. Kabir, N. Yazdani, “Performance of Over burnt bricks as aggregates in pavement works,” Journal of material in Civil Engineering, ASCE, pp. 777-785, July 2006.
[2] M. Arabani, H. Rohani, Gh. H. Hamedi, “Estimating moisture sensitivity of WMA modified with zycosoil as an antistrip agent using surface free energy method,” Journal of material in Civil Engineering, ASCE, Vol. 24, No. 7, pp. 889-897, July 2012.
[3] H. M. Rasel, M. N. Sobhan, M. N. Rahaman, “Performance evaluation of brick chips as coarse aggregate on the properties of bituminous mixes,” S-JPSET, Vol. 2, Issue 2, pp. 37-46. 2011.
[4] Sobhan, M. A., Zakaria, M., “Experimental Behaviour of Bituminous Macadam Mixes with Brick Aggregate”, Journal of Civil Engineering, Institution of Civil Engineers, Bangladesh, Vol. CE 29, No. 1, pp.115- 123, 2001.
[5] Schmidt, R.J., Graf, P.E., “The effect of water on resilient modulus of asphalt treated mixes”, Proceeding of Association of asphalt paving technologists, Vol. 41, pp. 118-162, 1972.
[6] A. U. Ravi Shankar, K. Koushik, G. Sarang, “Performance studies on Bituminous Concrete Mixes using waste plastic” Highway Research Journal, pp. 01–10, January – June 2013.
[7] F. Moghadas Nejad, A.R. Azarhoosh, G.H.H. Hamedi, M.J. Azarhoosh, “Influence of using nano material to reduce the moisture susceptibility of hot mix asphalt”, Construction and building material, 31, pp. 384- 388, 2012.
[8] ASTM D 3625, “Boiling test of Bituminous mixtures,” ASTM International, United States, 1991.
[9] IS: 2386 (Part III), “Methods of test for aggregates for concrete - Part 3, Specific gravity, density, voids, absorption, bulking,” Bureau of Indian Standard, India, 1963.
[10] IS: 2386 (Part IV), “Methods of test for aggregates for concrete - Part 4, Mechanical Properties,” Bureau of Indian Standard, India, 1963.
[11] Ministry of Road Transport and Highways (MoRTH), “Specification for Roads and Bridge works,” 4th Revision, New Delhi, 2001.
[12] IS: 1202, “Methods for testing tar and bituminous materials; determination of specific gravity,” Bureau of Indian Standard, India, 1978.
[13] IS: 1203, “Methods for testing tar and bituminous materials; determination of penetration,” Bureau of Indian Standard, India, 1978.
[14] IS: 1205, “Methods for testing tar and bituminous materials; determination of softening point,” Bureau of Indian Standard, India, 1978.
[15] IS: 1208, “Methods for testing tar and bituminous material; determination of specific gravity,” Bureau of Indian Standard, India, 1978.
[16] IS: 4031-Part 2, “Methods of physical test of hydraulic cement, Fineness,” Bureau of Indian Standard, India, 1988.
[17] IS: 4031-Part 3, “Methods of physical test of hydraulic cement, Soundness,” Bureau of Indian Standard, India, 1988.
[18] IS: 4031-Part 4, “Methods of physical test of hydraulic cement, Consistency,” Bureau of Indian Standard, India, 1988.
[19] IS: 4031-Part 5, “Methods of physical test of hydraulic cement, Setting time,” Bureau of Indian Standard, India, 1988.
[20] IS: 4031-Part 6, “Methods of physical test of hydraulic cement, Compressive Strength,” Bureau of Indian Standard, India, 1988.