Study on the Performance of Waste Materials in Hot Mix Asphalt Concrete
Keywords:
Hot Mix Asphalt, Waste Materials, Marshall Stability, Marshall Flow, Filler.Abstract
This study attempts to examine the behavior of Hot Mix Asphalt (HMA) concrete when selected waste materials, namely carbonized wood saw dust, PET and hot mix asphalt waste, are introduced and recommend suitable replacement percentages. The recommended replacement and addition rates were established by considering the Marshall properties. The results of the study reveal that, the wood saw dust carbonized in oxygen-less condition can be used to replace the traditional filler in HMA concrete up-to 2.74% of the total aggregate weight. In this study PET fibers of 30 mm length were used and up-to 2% of the total aggregate weight Marshall Properties showed an increasing trend. As the third part of the study old HMA concrete removed from 2 year old highway was tested suitability. With addition of reduced amount of bitumen satisfactory Marshall Properties were achieved. The cost reductions of 9.5% and 16.6%, compared to HMA made from virgin materials, were achieved for the case of adding carbonized wood saw dust and reusing HMA waste respectively. Cost and the additional bitumen needed for the reusing HMA waste should be based on the characteristics of the HMA waste sample.
References
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[2] E.H. Fini, D. Oldham and T. Abu-Lebdeh. (2012). “Bio-modified rubber: A sustainable alternative for use in asphalt pavements.” Proceedings of the 2012International Conference on Sustainable Design and Construction. Fort Worth:[sn], 489–499.
[3] Y. Yildirim. (2007). “Polymer modified asphalt binders.” Construction and Building Materials, 21(1), 66–72.
[4] Y. Dong and Y. Tan. (2011). “Mix design and performance of crumb rubber modified asphalt sma.” Geotechnical Special Publication, 212, 78–86.
[5] B.W. Colbert and Z. You. (2012). “Properties of modified asphalt binders blended with electronic waste powders.” Journal of Materials in Civil Engineering, 24(10), 1261–1267.
[6] D. Anderson, J. Tarris, and J. Brock. (1982). “Dust collecter fines and their linfluence on mixture design(with discussion).” Association of Asphalt Paving Technologists Proceedings, Vol. 51.
[7] A. Zulkati, W.Y. Diew and D.S. Delai. (2011). “Effects of fillers on properties of asphalt-concrete mixture.” Journal of Transportation Engineering, 138(7),902–910.
[8] W. Mogawer and K. Stuart. (1996). “Effects of mineral fillers on properties of stone matrix asphalt mixtures.” Transportation Research Record: Journal of the Transportation Research Board, (1530), 86–94.
[9] S. Tapkin. (2008). “Mechanical evaluation of asphalt-aggregate mixtures prepared with fly ash as a filler replacement.” Canadian Journal of Civil Engineering,35(1), 27–40.
[10] W. Warden, S. Hudson and H. Howell. (1959). “Evaluation of mineral fillers in terms of practical pavement performance.” Proceedings of the Association of Asphalt Paving Technologists, Vol. 28, 316–352.
[11] N. Ali, J. Chan, S. Simms, R. Bushman, and A. Bergan. (1996). “Mechanistic evaluation of fly ash asphalt concrete mixtures.” Journal of Materials in Civil Engineering, 8(1), 19–25.
[12] M. Tuncan, A. Tuncan and A. Cetin. (2003). “The use of waste materials in asphalt concrete mixtures.” Waste management & research, 21(2), 83–92.
[13] N. Su and J. Chen. (2002). “Engineering properties of asphalt concrete made with recycled glass.” Resources, Conservation and Recycling, 35(4), 259–274.
[14] S. Paranavithana and A. Mohajerani. (2006). “Effects of recycled concrete aggregates on properties of asphalt concrete.” Resources, Conservation and Recycling, 48(1), 1–12.
[15] J. Mills-Beale and Z. You. (2010). “The mechanical properties of asphalt mixtures with recycled concrete aggregates.” Construction and Building Materials,24(3), 230–235.
[16] P. Ahmedzade and B. Sengoz. (2009). “Evaluation of steel slag coarse aggregate in hot mix asphalt concrete.” Journal of Hazardous Materials, 165(1), 300–305.
[17] Y. Huang, R.N. Bird and O. Heidrich. (2007). “A review of the use of recycled solid waste materials in asphalt pavements.” Resources, Conservation and Recycling, 52(1), 58–73.
[18] V.W. Tam and C. Tam (2006a). “Evaluations of existing waste recycling methods: a hong kong study.” Building and Environment, 41(12), 1649–1660.
[19] C. Hendriks and H. Pietersen. (2000). “Sustainable raw materials–construction and demolition waste (165-srm).” State-of-the-Art Report of RILEM Technical Committee.
[20] V.W. Tam and C. Tam. (2006b). “A review on the viable technology for construction waste recycling.” Resources, Conservation and Recycling, 47(3), 209–221.
[21] J.A. Sadeeq, J.M. Kaura, O. Joshua and A. Rabilu. (2014). “Recycling of reclaimed asphalt pavement (rap) with rice husk ash (rha)/ordinary portland cement (opc) blend as filler.” Jordan Journal of Civil Engineering, 8(4).
[22] S. H?n?sl?o? glu and E. A? gar. (2004). “Use of waste high density polyethylene as bitumen modifier in asphalt concrete mix.” Materials letters, 58(3), 267–271.
[23] E. Ahmadinia, M. Zargar, M.R. Karim, M. Abdelaziz, and P. Shafigh. (2011).“Using waste plastic bottles as additive for stone mastic asphalt.” Materials & Design, 32(10), 4844–4849.
[24] T.B. Moghaddam, M.R. Karim and T. Syammaun. (2012). “Dynamic properties of stone mastic asphalt mixtures containing waste plastic bottles.” Construction and Building Materials, 34, 236–242.
[25] E. Ahmadinia, M. Zargar, M.R. Karim, M. Abdelaziz, and E. Ahmadinia. (2012). “Performance evaluation of utilization of waste polyethylene terephthalate (pet) in stone mastic asphalt.” Construction and Building Materials,36, 984–989.
[26] T.B. Moghaddam, M. Soltani and M.R. Karim. (2014). “Evaluation of permanent deformation characteristics of unmodified and polyethylene terephthalate modified asphalt mixtures using dynamic creep test.” Materials & Design, 53,317–324.
[27] M. Kamil, R. Anggraini and F.M. Suryani. (2011). “The performance of asphalt-concrete wearing-course (ac-wc) mixture by using rice husk ash as filler with the addition of asbuton in asphalt pen 60/70 as binder.” Proceedings of The Annual International Conference, Syiah Kuala University-Life Sciences & Engineering Chapter, Vol. 1.
[28] S. Sarg?n, M. Saltan, N. Morova, S. Serin and S. Terzi. (2013). “Evaluation of rice husk ash as filler in hot mix asphalt concrete.” Construction and Building Materials, 48, 390–397.
[29] K. Ahmed, S.S. Nizami, N.Z. Raza, S. Kamaluddin and K. Mahmood. (2013).“An assessment of rice husk ash modified, marble sludge loaded natural rubber hybrid composites.” J Mater Environ Sci, 4(2), 205–16.
[30] D. Marteano. (2002). “The performance evaluation of hot rolled asphalt mixed with sawdust ash as a filler1.” Ph.D. thesis, Magister Teknik Sipil, Magister Teknik Sipil.
[31] CIDA (2009). Standard specifications for construction and maintenance of roads and bridges (SCA/5). Institute of Construction Training And Development.
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Published
2016-08-17
How to Cite
G.N.Yasanthi, R., M.Rengarasu, T., & W.Bandara, W. (2016). Study on the Performance of Waste Materials in Hot Mix Asphalt Concrete. American Scientific Research Journal for Engineering, Technology, and Sciences, 23(1), 252–267. Retrieved from https://asrjetsjournal.org/index.php/American_Scientific_Journal/article/view/1972
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