Analysis of the Temperature Drop of Hot Mixed Asphalt during the Trip to the Overlay Site (Case Study: Keude Linteung–Meulaboh)

Abstract:

Hot mix asphalt consists of a mixture of coarse aggregate and fine aggregate with asphalt binder that has certain requirements and is heated to a certain temperature. In the process of delivering hot mix asphalt, there is a temperature drop of hot mix asphalt when it arrives at the overlay site. The purpose of this study was to determine the characteristics of the temperature drop on hot mix asphalt during the trip to the overlay site. The research method is experimental method will be used on a hot mix asphalt transport truck. The temperature measurement was carried out 5 minutes after the asphalt was poured into the truck and while on the way to the overlay site with a measurement time span of 0, 30, 60, 90 and 120 minutes. The results of the study showed that a very significant drop in the temperature of hot mix asphalt occurred in transport trucks 2 at points T4 and T6, namely the initial temperature of each 150°C to the final temperature of 139°C. The transport of truck 1 the temperature drop of hot mix asphalt that occurs is 10 °C the largest and on transport truck 2 the maximum temperature decrease for hot mix asphalt that occurs is 11 °C. Before shipping the hot mix asphalt, the weather should be considered in order to minimize temperature drop of hot mix asphalt that occurs.

• Periodical: Construction Technologies and Architecture (Volume 14)
• Pages: 9-14
• DOI: https://doi.org/10.4028/p-ZJy610
• Online since: August 2024
• Authors: Veranita Veranita*, Zulyaden Zulyaden, Joli Supardi, Hendra Hendra
• Keywords: AMP, Distance, Hot Mix Asphalt, Temperature, Time

References

[1] B. H. Susilo, U. Trisakti, J. T. Sipil, and U. Trisakti, "Analysis of the Effect of Distance and Time on Temperature Reduction of Hot Mixed Asphalt," p.187–194, 2021.

[2] A. Rini, S. Putra, and P. Pratomo, "Pengaruh Jarak Penghamparan Terhadap Perubahan Suhu Campuran," Univ. Lampung, vol. 6, no. 2, p.1–11, 2018.

[3] N. Yasanthi, T. Rengarasu, and N. Jegatheesan, "Effects of Temperature Variation on Hot Mix Asphalt Concrete with Saw Dust Ash Used as Aggregates," 5th Int. Symp. Adv. Civ. Environ. Eng., no. December, p.244–251, 2018.

[4] SNI 03-1968-1990, "Metode Pengujian Analisis Saringan Agregat Halus dan Kasar. SNI 03-1968-1990," Bandung Badan Stand. Indones., p.1–17, 1990.

DOI: 10.33366/jast.v2i1.945

[5] S. E. Raya, P. Priyo, and H. Dwi, "Variasi Temperatur Pencampuran Terhadap Parameter Marshall pada Campuran Lapis Aspal Beton," Jrsdd, vol. 3, no. 3, p.455–468, 2015.

[6] Z. Gong, L. Zhang, J. Wu, Z. Xiu, L. Wang, and Y. Miao, "Review of regulation techniques of asphalt pavement high temperature for climate change adaptation," J. Infrastruct. Preserv. Resil., vol. 3, no. 1, 2022.

DOI: 10.1186/s43065-022-00054-5

[7] M. Muhammad, "Analisis Kehilangan Temperatur Pada Aspal Hotmix Selama Perjalanan Ke Lokasi Penghamparan," Teras J., vol. 6, no. 2, p.142, 2017.

DOI: 10.29103/tj.v6i2.111

[8] L. You, Z. You, and K. Yan, "Effect of anisotropic characteristics on the mechanical behavior of asphalt concrete overlay," Front. Struct. Civ. Eng., vol. 13, no. 1, p.110–122, Feb. 2019.

DOI: 10.1007/s11709-018-0476-4

[9] Z. Li et al., "Investigation on the Temperature Distribution of Asphalt Overlay on the Existing Cement Concrete Pavement in Hot-Humid Climate in Southern China," Adv. Civ. Eng., vol. 2021, 2021.

DOI: 10.1155/2021/2984650

[10] X. Li et al., "Preparation and performance of colored Ultra-Thin overlay for preventive maintenance," Constr. Build. Mater., vol. 249, p.118619, Jul. 2020.

DOI: 10.1016/j.conbuildmat.2020.118619

[11] E. E. Putri, "Pengaruh Suhu Pemadatan Terhadap Stabilitas Dinamis Dan Umur Layanan Lapisan Perkerasan Ac-Wc," p.45–51, 2015.