The Effect of Asphalt Baths Wearing Coarse (AC–WC) on the Tide

Authors

  • Kemmala Dewi Department of Civil Engineering, University of 17 August 1945, Semarang, Central Java, Indonesia
  • Aris Krisdiyanto Department of Civil Engineering, University of 17 August 1945, Semarang, Central Java, Indonesia
  • Archi Rafferti Kriswandanu Department of Civil Engineering, University of 17 August 1945, Semarang, Central Java, Indonesia
  • Althea Serafim Kriswandaru Department of Civil Engineering, University of 17 August 1945, Semarang, Central Java, Indonesia

DOI:

https://doi.org/10.55324/ijoms.v2i2.276

Keywords:

tidal flooding, immersion, durability

Abstract

The phenomenon of high tide that occurs in the coastal areas of Indonesia, especially on the island of Java which often results in floods or often called tidal floods. Tidal flooding is a flood event caused by the overflow of sea tides into coastal land. Often the overflow reaches on some roads located in coastal areas so that roads located in those coastal areas are damaged. Therefore, it is necessary to conduct research to investigate the effects caused by stagnant water on road pavement. The study used two standard methods of immersion in high tide and water in the laboratory. This study aims to determine the durability performance of the soaking mixture continuously (continuously) and periodically (intermittently). Soaking specimens (test objects) in a tide with a time variation of 12 hours; 24 hours; 48 hours; and 72 hours. While periodic soaking is carried out by soaking the specimen (test object) for 12 hours, then removed and allowed to stand for the next 12 hours for 3 days. Soaking the asphalt concrete wearing course (AC-WC) mixture either continuously or periodically in the tide has a greater influence compared to the use of laboratory water. This is indicated by the value of the Stability of the asphalt mixture in a bath with a tide smaller than the asphalt mixture soaked with laboratory standard water.

References

Bina Marga. (2018). Spesifikasi umum Direktorat Jendral Bina Marga. Kementrian Pekerjaan Umum.

Chen, J. S., Liao, M. C., & Tsai, H. H. (2002). Evaluation and optimization of the engineering properties of polymer-modified asphalt. In Journal of Failure Analysis and Prevention (Vol. 2, Issue 3). https://doi.org/10.1007/bf02719194

Correa, R., He, A., Herpfer, C., & Lel, U. (2020). The Rising Tide Lifts Some Interest Rates: Climate Change, Natural Disasters and Loan Pricing. SSRN Electronic Journal. https://doi.org/10.2139/ssrn.3710451

Craus, J., Ishai, I., & Sides, A. (1981). Durability of Bituminous Paving Mixtures as Related to Filler Type and Properties. Association of Asphalt Paving Technologists, 50.

Departemen Pekerjaan Umum, Badan Penelitian dan Pengembangan Pekerjaan Umum, & Standar Nasional Indonesia. (1990). Metode campuran aspal dengan alat Marshall (SK SNI M-58-1990-0). Departemen Pekerjaan Umum.

Departemen Pekerjaan Umum, Badan Penelitian dan Pengembangan Pekerjaan Umum, & Standar Nasional Indonesia. (1991). Metode campuran aspal dengan alat Marshall (SNI 06-2441-1991). Departemen Pekerjaan Umum.

Djalante, S. (2011). Pengaruh Ketahanan Beton Aspal (Ac-Bc) Yang Menggunakan Asbuton Butir Tipe 5/20 Terhadap Air Laut Ditinjau Dari Karakteristik Mekanis Dan Durabilitasnya. Jurnal Rekayasa Dan Manajemen Transportasi, 1(1).

Gaul, G. M. (2019). The Geography of Risk: Epic Storms, Rising Seas, and the Cost of America’s Coasts. Sarah Crichton Books.

Habel, S., Fletcher, C. H., Rotzoll, K., & El-Kadi, A. I. (2017). Development of a model to simulate groundwater inundation induced by sea-level rise and high tides in Honolulu, Hawaii. Water Research, 114. https://doi.org/10.1016/j.watres.2017.02.035

Riyadi, M., & Amalia, A. (2005). Teknologi bahan 1. Politeknik Negeri Jakarta.

Sidiq, M., Rachmadani, S., Altway, A., & Nurkhamidah, S. (2013). Studi Proses Pemisahan Bitumen dari Asbuton Dengan Proses Hot Water Menggunakan Bahan Pelarut Kerosin dan Larutan Surfaktan. Jurnal Teknik Pomits, II(2).

Suardi, S. (2009). Perkerasan lentur jalan raya. Nova.

Sukirman, S. (2012). Beton aspal campuran panas (3rd ed.). Institut Teknologi Nasional.

Suwardo, & Sugiharto. (2004). Tingkat Kerataan Jalan Berdasarkan alat Rolling Straight Edge untuk Mengestimasi Pelayanan Jalan. Prosiding Simposium VII FSTPT.

The Asphalt Institute. (1997). Superpave Series No. 1 (SP-1): Dasar Pembangunan Jalan Raya.

Thomas, T., Jaiswal, R. K., Nayak, P. C., & Ghosh, N. C. (2015). Comprehensive evaluation of the changing drought characteristics in Bundelkhand region of Central India. Meteorology and Atmospheric Physics, 127(2). https://doi.org/10.1007/s00703-014-0361-1

Utomo, R. A. (2008). Studi komparasi pengaruh gradasi gabungan di laboratorium dan gradasi hot bin asphalt mixing plant campuran Laston (AC-Wearing Course) terhadap karakteristik uji Marshall [Doctoral Dissertation]. Universitas Diponegoro.

Downloads

Published

2022-11-05