Characterization of Porous Asphalt Mixture Using Faunus Ater Shell Ash as Filler and Polyethylene Terephthalate (PET) as Bitumen Additive

Abstract:

This study proposed using Polyethylene Terephthalate (PET) and Faunus ater shell ash (FAA) waste as asphalt binder additives and filler substitutions, respectively, to increase the strength and stability of porous asphalt. A thorough investigation of porous asphalt mixture properties was carried out using a permeability test, void in the mix (VIM), Marshall stability, and cantabro loss (CL). In this study, the stone dust filler was substituted by 0%, 50%, and 100% of FAA. In addition, 2%, 4%, and 6% of PET were used as asphalt binder additives. The permeability test result was in line with the VIM measurement, resulting in Mix 2 (50% stone dust, 50%FAA, and 2% PET) having the highest permeability and VIM value. In comparison, Mix 4 (100% stone dust and 4% PET) has the lowest permeability and VIM value. The Marshal stability results were in reverse with the permeability and VIM value, where Mix 4 resulted in the highest Marshall stability of 1519 kg. The majority of the CL test result was in line with the permeability and VIM value, where the only mixture that failed to satisfy the minimum 35% of CL value was Mix 2 with the CL value of 36%.

• Periodical: Construction Technologies and Architecture (Volume 4)
• Pages: 91-99
• DOI: https://doi.org/10.4028/p-s0brym
• Online since: March 2023
• Authors: Tamalkhani Syammaun*, Firmansyah Rachman, Zainuddin Zainuddin, Haikal Fauzan
• Keywords: Faunus Ater Shell, Polyethylene Terephthalate, Porous Asphalt

References

[1] H. Zhang, G. Xu, X. Chen, R. Wang, and K. Shen, "Effect of long-term laboratory aging on rheological properties and cracking resistance of polymer-modified asphalt binders at intermediate and low temperature range," Construction and Building Materials, vol. 226, pp.767-777, 2019.

DOI: 10.1016/j.conbuildmat.2019.07.206

[2] C. Liu, S. Lv, D. Jin, and F. Qu, "Laboratory Investigation for the Road Performance of Asphalt Mixtures Modified by Rock Asphalt–Styrene Butadiene Rubber," in Journal of Materials in Civil Engineering vol. 33, ed: American Society of Civil Engineers (ASCE), 2021, p.04020504.

DOI: 10.1061/(asce)mt.1943-5533.0003611

[3] Y. Jiao, Y. Zhang, L. Fu, M. Guo, and L. Zhang, "Influence of crumb rubber and tafpack super on performances of SBS modified porous asphalt mixtures," in Road Materials and Pavement Design vol. 20, ed: Taylor and Francis Ltd., 2019, pp. S196-S216.

DOI: 10.1080/14680629.2019.1590223

[4] A. Arshad, J. Ahmad, and K. Masri, "Rutting resistance of nanosilica modified porous asphalt," International Journal of Civil Engineering and Technology, vol. 10, no. 1, pp.2274-2284, 2019.

[5] F. Rachman and T. Syammaun, "Evaluation of asphalt porous mixture properties due to addition of Arenga pinnata and coconut fibers," in IOP Conference Series: Materials Science and Engineering, 2019, vol. 674, no. 1: IOP Publishing, p.012022.

DOI: 10.1088/1757-899x/674/1/012022

[6] N. E. Jasni et al., "Marshall stability of porous asphalt mixture incorporating kenaf fiber," Archives of Civil Engineering, vol. 68, no. 1, 2022.

[7] J. d. A. A. e. Silva, J. K. G. Rodrigues, M. W. de Carvalho, L. C. d. F. L. Lucena, and E. H. Cavalcante, "Mechanical performance of asphalt mixtures using polymer-micronized PET-modified binder," Road Materials and Pavement Design, vol. 19, no. 4, pp.1001-1009, 2018.

DOI: 10.1080/14680629.2017.1283353

[8] R. Ghabchi, C. P. Dharmarathna, and M. Mihandoust, "Feasibility of using micronized recycled Polyethylene Terephthalate (PET) as an asphalt binder additive: A laboratory study," Construction and Building Materials, vol. 292, 2021.

DOI: 10.1016/j.conbuildmat.2021.123377

[9] N. L. S. Ing, R. P. Jaya, and K. A. Masri, "Performance of Porous Asphalt Mixture Containing Seashell as Aggregate Replacement," Construction, vol. 1, no. 1, pp.18-28, 2021.

DOI: 10.15282/construction.v1i1.6275

[10] J. Choudhary, B. Kumar, and A. Gupta, "Utilization of solid waste materials as alternative fillers in asphalt mixes: A review," Construction and Building Materials, vol. 234, p.117271, 2020.

DOI: 10.1016/j.conbuildmat.2019.117271

[11] Open graded asphalt design guide, A. A. P. Association, 2004.

[12] N. Saboo, R. Ranjeesh, A. Gupta, and M. Suresh, "Development of hierarchical ranking strategy for the asphalt skeleton in semi-flexible pavement," Construction and Building Materials, vol. 201, pp.149-158, 2019.

DOI: 10.1016/j.conbuildmat.2018.12.131

[13] R. Pamungkas et al., "Design and properties of asphalt concrete with various plastic waste in dry processed," in IOP Conference Series: Materials Science and Engineering, 2019, vol. 578, no. 1: IOP Publishing, p.012079.

DOI: 10.1088/1757-899x/578/1/012079

[14] R. Putra Jaya, K. Masri, H. Awang, and M. Mohd Warid, "Stability and stiffness of asphaltic concrete incorporating waster cooking oil," International Journal of Recent Technology and Engineering, vol. 7, no. 6, pp.16-19, 2019.