RUTTING PERFORMANCE OF TREATED LOW-DENSITY POLYETHYLENE AS ADDITIVE ON THE SUSTAINABLE MIXTURE
Rutting Performance on the Sustainable Mixture
DOI:
https://doi.org/10.55766/sujst-2023-01-e01871Keywords:
Low-density polyethylene, mixture sustainability, rutting, additive, waste materialAbstract
Rutting is a major distress issue in conventional flexible pavements causing the service life of road pavement reduced. A lot of efforts had been carried out to modify the hot mix asphalt mixture to overcome the problems. However, asphalt modification mainly increased the initial cost of road construction, which had forced many road agencies and researchers to use waste materials as modifiers. In this study, the potential use of low-density polyethylene powder made by waste plastic bag (treated) as an additive on the performance of rutting resistance was investigated by Marshall, resilient modulus, dynamic creep and double wheel tracker tests. The results showed that 0.75% of treated plastic (TP) by weight of total aggregate attained higher performance in rutting resistance than the conventional mixture. It can be concluded that the waste material additive not only increases the mixture performance but more towards mixture sustainability.
References
AASHTO TP 324. (2019). American Association of State Highway and Transportation Officials: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (United State: AASHTO).
Abdullah, M.E., Zamhari, K.A., Buhari, R., Nayan, M.N., and Mohd Rosli, H. (2014). Short term and long term aging effects of asphalt binder modified with montmorillonite. Key Engnieering Material, 594:996-1,002. https://doi.org/10.4028/www.scientific.net/KEM.594-595.996.
Abdullah, M.E., Zamhari, K.A., Shamshudin, M.K., Mohd Rosli, H., and Idham, M.K. (2013). Rheological properties of asphalt binder modified with chemical warm asphalt additive. Advanced Materials Research, 671:1,692-1,699. https://doi.org/10.4028/www.scientific.net/AMR.671-674.1692.
Ahmadinia, E., Zargar, M., Karim, M.R., Abdelaziz, M., and Shafigh, P. (2011). Using waste plastic bottles as additive for stone mastic asphalt. Materials & Design, 32(10):4,844-4,849. https://doi.org/10.1016/j.matdes.2011.06.016.
Ahmed, L.A. (2007). Improvement of Marshall properties of the asphalt concrete mixtures using the polyethylene as additive. Engineering and Technology Journal, 25(3):383-394.
Alataş, T. and Yilmaz, M. (2013). Effects of different polymers on mechanical properties of bituminous binders and hot mixtures. Construction and Building Materials, 42:161-167. https://doi.org/10.1016/j.conbuildmat.2013.01.027.
ASTM D6925-15. (2015a). American Society for Testing and Materials: Standard Test Method for Preparation and Determination of the Relative Density of Asphalt Mix Specimens by Means of the Superpave Gyratory Compactor (West Conshohocken: ASTM International).
ASTM D6926. (2011a). American Society for Testing and Materials: Standard Practice for Preparation of Bituminous Specimens Using Marshall Apparatus (West Conshohocken: ASTM International).
ASTM D6927. (2015b). American Society for Testing and Materials: Standard Test Method for Marshall Stability and Flow of Asphalt Mixtures (West Conshohocken: ASTM International).
ASTM D7369-11. (2011b). American Society for Testing and Materials: Standard Test Method for Determining the Resilient Modulus of Bituminous Mixtures by Indirect Tension Test (West Conshohocken: ASTM International).
Awoyera, P.O. and Adesina, A. (2020). Plastic wastes to construction products: Status, limitations and future perspective. Case Studies in Construction Materials, 12:e00330. https://doi.org/10.1016/j.cscm.2020.e00330.
Brasileiro, L.L., Moreno-Navarro, F., Martínez, R.T., del Sol-Sánchez, M., Matos, J.M.E. and del Carmen Rubio-Gámez, M. (2019). Study of the feasability of producing modified asphalt bitumens using flakes made from recycled polymers. Construction and Building Materials, 208:269-282. https://doi.org/10.1016/j.conbuildmat.2019.02.095.
Brovelli, C., Crispino, M., Pais, J., and Pereira, P. (2015). Using polymers to improve the rutting resistance of asphalt concrete. Construction Building Material, 77:117-123. https://doi.org/10.1016/j.conbuildmat.2014.12.060.
BS EN 12697-25. (2005). British Standards Institution: Bituminous mixtures Test methods for hot mix asphalt Part 25: Cyclic compression test (London, UK: BSI Standard).
Chu, L., Fwa, T.F. and Ong, G.P. (2015). Evaluating Hydroplaning Potential of Rutted Highway Pavements. Journal of the Eastern Asia Society for Transportation Studies, 11:1,613-1,622.
Du, Y., Chen, J., Han, Z., and Liu, W. (2018). A review on solutions for improving rutting resistance of asphalt pavement and test methods. Construction Building Material, 168:893-905. https://doi.org/10.1016/j.conbuildmat.2018.02.151.
Farouk, A.I.B., Hassan, N.A., Mahmud, M.Z.H., Mirza, J., Jaya, R.P., Hainin, M.R., Yaacob, H. and Yusoff, N.I.M. (2017). Effects of mixture design variables on rubber-bitumen interaction: properties of dry mixed rubberized asphalt mixture. Materials and Structures, 50(1):1-10. https://doi.org/10.1617/s11527-016-0932-3.
Guo, R. and Nian, T. (2020). Analysis of factors that influence anti-rutting performance of asphalt pavement. Construction and Building Materials, 254:119237. https://doi.org/10.1016/j.conbuildmat.2020.119237.
Hainin, M.R., Yusoff, N.I.M., Satar, M.K.I.M. and Brown, E.R. (2013). The effect of lift thickness on permeability and the time available for compaction of hot mix asphalt pavement under tropical climate condition. Construction Building Material, 48:315-324. https://doi.org/10.1016/j.conbuildmat.2013.06.092.
Han, L., Zheng, M., and Wang, C. (2016). Current status and development of terminal blend tyre rubber modified asphalt. Construction and Building Materials, 128:399-409. https://doi.org/10.1016/j.conbuildmat.2016.10.080.
Hasan, M.R.M., You, Z., Satar, M.K.I.M., Warid, M.N.M., Kamaruddin, N.H.M., Ge, D., and Zhang, R. (2018). Effects of titanate coupling agent on engineering properties of asphalt binders and mixtures incorporating lldpe-caco3 pellet. Applied Sciences, 8(7):1029. https://doi.org/10.3390/app8071029.
Idham, M.K., Mohd Rosli, H., Yaacob, H., Warid, M.N.M. and Abdullah, M.E. (2013). Effect of aging on resilient modulus of hot mix asphalt mixtures. Advanced Material Research, 723:291-297. https://doi.org/10.4028/www.scientific.net/AMR.723.291.
Jabatan Kerja Raya Malaysia (JKR). (2008). Standard Specification for Road Works, Section 4: Flexible Pavement (Malaysia: JKR/SPJ/2008-S4).
Jassal, K.S. (1998). Development of potholes from cracks in flexible pavements (Doctoral dissertation, Concordia University).
Jaya, R.P., Hainin, M.R., Hassan, N.A., Yaacob, H., Satar, M.K.I.M., Warid, M.N.M., Mohamed, A., Abdullah, M.E., and Ramli, N.I. (2018). Marshall stability properties of asphalt mixture incorporating black rice husk ash. Materials Today: Proceedings, 5(10):22056-22062. https://doi.org/10.1016/j.matpr.2018.07.068.
Kamarudin, S.N.N., Hainin, M.R., Warid, M.N.M., Satar, M.K. I.M. and Jaya, R.P. (2021). The Usage of Treated Plastic as Additive to Improve the Asphalt Mixture's Performance by Using Dry Mix Method. In Key Engineering Materials, 879:126-135). https://doi.org/10.4028/www.scientific.net/KEM.879.126.
Leng, Z., Padhan, R. K. and Sreeram, A. (2018). Production of a sustainable paving material through chemical recycling of waste PET into crumb rubber modified asphalt. Journal of cleaner production, 180:682-688. https://doi.org/10.1016/j.jclepro.2018.01.171.
Li, Q., Ni, F., Gao, L., Yuan, Q., and Xiao, Y. (2014). Evaluating the rutting resistance of asphalt mixtures using an advanced repeated load permanent deformation test under field conditions. Construction Building Material, 61:241-251. https://doi.org/10.1016/j.conbuildmat.2014.02.052.
Ling, T.C., Nor, H.M., Hainin, M.R. and Lim, S.K. (2010). Long-term strength of rubberised concrete paving blocks. Proceedings of the Institution of Civil Engineers-Construction Materials, 163(1):19-26. https://doi.org/10.1680/coma.2010.163.1.19.
Marwan, H., Hainin, M.R., Warid, M.N.M., Idham, M.K., and Naqibah, S.N. (2019). Evaluation of vehicle overloading along Muar-Melaka road. IOP Conference Series: Earth and Environmental Science, 220:012-017. https://doi.org/10.1088/1755-1315/220/1/012017.
Oluwasola, E.A., Hainin, M.R., and Aziz, M.M.A. (2016). Comparative evaluation of dense-graded and gap-graded asphalt mix incorporating electric arc furnace steel slag and copper mine tailings. Journal of Cleaner Production, 122:315-325. https://doi.org/10.1016/j.jclepro.2016.02.051.
Oluwasola, E.A., Hainin, M.R., Aziz, M.M.A., Yaacob, H., and Warid, M.N.M. (2014). Potentials of steel slag and copper mine tailings as construction materials. Materials Research Innovations, 18(sup6), S6-250. https://doi.org/10.1179/1432891714Z.000000000966.
Othman, Z., Hainin, M.R, Warid, M.N.M., Idham, M.K. and Kamarudin, S.N.N. (2018). Cup lump modified asphalt mixture along jalan Kuala Lumpur-Kuantan, daerah Temerloh, Pahang. MATEC Web of Conference, 250:02007. https://doi.org/10.1051/matecconf/201825002007.
Pasindu, H.R., Fwa, T.F., and Ong, G.P. (2016). Analytical evaluation of aircraft operational risks from runway rutting. International Journal of Pavement Engineering, 17(9):810-817. https://doi.org/10.1080/10298436.2015.1019501.
Punith, V.S. and Veeraragavan, A. (2007). Behavior of asphalt concrete mixtures with reclaimed polyethylene as additive. Journal of materials in civil engineering, 19(6):500-507. https://doi.org/10.1061/(ASCE)0899-1561(2007)19:6(500).
Selamat, N.A., Hainin, M.R., Warid, M.N.M., Idham, M.K., and Naqibah, S.N. (2019). Investigation on road damage due to vehicle overloading of high volume Ipoh state road. IOP Conference Series: Earth and Environmental Science, 220:012-018. https://doi.org/10.1088/1755-1315/220/1/012018.
Usman, K.R., Hainin, M.R., Idham, M.K., Warid, M.N.M., Yaacob, H., Hassan, N.A., Azman, M. and Puan, O.C. (2019). Performance evaluation of asphalt micro surfacing-a review. In IOP Conference Series: Materials Science and Engineering, 527(1):012052. https://doi.org/10.1088/1757-899X/527/1/012052.
Yan, K., Chen, J., You, L., and Tian, S. (2020). Characteristics of compound asphalt modified by waste tire rubber (WTR) and ethylene vinyl acetate (EVA): Conventional, rheological, and microstructural properties. Journal of Cleaner Production, 258:120732. https://doi.org/10.1016/j.jclepro.2020.120732.
Yu, B., Jiao, L., Ni, F., and Yang, J. (2014). Evaluation of plastic-rubber asphalt: Engineering property and environmental concern. Construction and Building materials, 71:416-424. https://doi.org/10.1016/j.conbuildmat.2014.08.075.
Zou, G., Xu, J., and Wu, C. (2017). Evaluation of factors that affect rutting resistance of asphalt mixes by orthogonal experiment design. Internationl Journal of Pavement Research and Technology, 10(3):282-288. https://doi.org/10.1016/j.ijprt.2017.03.008.








