Desain lapisan Perkerasan Jalan Pada Ruas Jalan Desa Mbangga – Woloboa Kecamatan Wolowaru Kabupaten Ende

Authors

  • Veronika Miana Radja Universitas Flores, Ende
  • Thomas Aquino A. Sydin Universitas Flores, Ende, Indonesia
  • Alfridus Gado Universitas Flores, Ende, Indonesia

DOI:

https://doi.org/10.37478/teknosiar.v17i2.3390

Abstract

The Mbangga-Woloboa road section, Rindiwawo Village, Wolowaru District is included in the local road type with rigid pavement and a road width of 3 meters. Every year the condition of the Mbangga-Woloboa road section experiences damage, where several parts of the road have many holes and when it rains there are lots of puddles of water, which is very disturbing for road users. Even though the Ministry of Public Works, with the available funds, has repaired the existing damage by overlaying it repeatedly, it has not been able to solve the existing problem completely because the road condition has deteriorated again before it reaches its design life. Therefore, it needs to be redesigned by repairing the subgrade layer and replacing the road surface layer with new rigid pavement according to the load of vehicles passing through the road. So by using the AASHTO method, the traffic growth rate (i) of the planned road is 5.23% per year with collector road class. The effective Resilient Modulus (MR) value on the road section is 2770 psi with a CBR value of 1.87%, and DDT 2.70 kg/cm2. The thickness of the pavement layer is found to be D1 = 13 cm, D2 = 20 cm, and D3 = 41 cm.

Downloads

Download data is not yet available.

Keywords:

Road pavement, road damage, Aashto

References

AASHTO T99-74. 2015. Moisture – Density Reations Of Soils.

AASHTO. 1993. Guide For Design Of Pavement Structure. Washington Dc: The American Assocition Of State Highway Transportion Officials

Andiyarto, H.T.C.2013. Prediksi Kedalaman Dan Bentuk Bidang Longsor Pada

Lereng Jalan Raya Sekaran Gunungpati Semarang Berdasarkan Pengujian Sondir. Konferensi Nasional Teknik Sipil 7, (Hal.G -106-G-116).Surakarta.

Andriani, Dkk. 2012. Pengaruh penggunaan Semen Sebagai Bahan Stabilitasi Pada Tanah Lempung Daerah Lambung Bukit Terhadap Nilai Cbr Tanah. Jurnal Rekayasa Sipil Volume 8 Nomor 1.

Anonim. 2004. Rencana Detail Tata Ruang Semarang Bagian Wilayah Kota VII. Kota Semarang: Pemerintah Kota Semarang

Anonim. 2008. Kamus Istilah. Bidang Perkerjaan Umum. Pusat Komunikasi Publik. Depertemen Pekerjaan Umum.

Anonym. ASTM DI556-00. Standart Test Method For Denysty And Unit Weight Of Soil In Place By The Sand – Cone Method.

Hutabarat, I, M. Pelaksanaan Kontruksi Jalan. Jakarta : Kementrian Pekerjaan Umum Direktorat Jendral Bina Marga

Downloads

Published

2023-12-18

How to Cite

Radja, V. M., sydin, T. A. A., & Gado, A. (2023). Desain lapisan Perkerasan Jalan Pada Ruas Jalan Desa Mbangga – Woloboa Kecamatan Wolowaru Kabupaten Ende. TEKNOSIAR, 17(2), 29-36. https://doi.org/10.37478/teknosiar.v17i2.3390

Most read articles by the same author(s)

1 2 > >>