Evaluation of Road Surface Stability Based on the International Roughness Index on 14 Roads in Yogyakarta City

Ardilson Pembuain, Sigit Priyanto, Latif Budi Suparma


DOI: https://doi.org/10.14710/teknik.v39i2.21459

Abstract


Roads that have poor surface roughness can cause uncomfortable to road users, traffic accidents, increase dynamic loads on the road surface, thereby accelerating the process of road damage, and damage to vehicles. This research aims to evaluate the stability of road conditions based on the international roughness index (IRI). Evaluation of road stability conditions was carried out on 14 road segments in the city of Yogyakarta, with details of four secondary arterial road segments and 10 secondary collector road segments. Data on road surface roughness (IRI) values were obtained using NAASRA roughness meter which refers to SNI 03-3426-1994. Evaluation of the stability of road conditions is done by comparing the IRI values of the survey results and the limits of IRI values determined by the Directorate General of Highways. The results showed that 14 roads were evaluated, 64% were in moderate condition and 36% were in good condition. Of the 14 roads, the Sisingamangaraja, Lowanu, and Sugeng Jeroni roads have the highest IRI value in a sequence so that the three road segments are prioritized for handling.

Keywords


international roughness index; NAASRA meter; road surface stability; secondary arterial road segments; secondary collector road segments; handling priority

References


Cantisani, G. dan Loprencipe, G. (2010). Road Roughness and Whole Body Vibration : Evaluation Tools and Comfort Limits. J. Transp. Eng., vol. 136, no. 9, pp. 818–826.

Gillespie, T. D. (1992). Everything You Always Wanted To Know About The IRI, But Were Afraid to Ask. Road Profile Users Gr. Meet.

Fatra, R., Purnawan, dan Putri, E. E. (2017). Analisa Kondisi Kemantapan Jalan Nasional Provinsi Riau Terhadap Volume Lalu Lintas Dan Alokasi Anggaran. J. Rab Construction Research, vol. 2, no. 1

Muhsin, T., Aryani S., R. A., dan Wiguna, I. P. A. (2018). Evaluasi Penerapan Standar Pelayanan Minimal Pada Ruas Jalan Provinsi Di Kota Kendari Sulawesi Tenggara. ITS Journal of Civil Engineering, Vol. 33, no. 1.

Ng, V. L. (2015). A Study Of Deterioration In Ride Quality On Ohio’s Highways By Vincent.

Pemerintah Kota Yogyakarta. (2013). Keputusan Walikota Kota Yogyakarta Tentang Penetapan Ruas-ruas Jalan Menurut Kelasnya Di Kota Yogyakarta, pp. 1–19.

Pemerintah Kota Yogyakarta. (2018). Keputusan Walikota Kota Yogyakarta Tentang Penetapan Ruas-ruas Jalan Kota Yogyakarta, pp. 1–12.

Peterson, W.D.O. (1987). Road Deterioration And Maintenance Effects: Models For Planning And Management.

Pusat Studi Transportasi Badan Penelitian Dan Pengembangan Pekerjaan Umum. (1994). Tata Cara Survai Kerataan Permukaan Perkerasan Jalan Dengan Alat Ukur Kerataan Naasra. pp. 1–8.

Robbins, M. M. dan Tran, N. H. (2016). A Synthesis Report: Value Of Pavement Smoothness And Ride Quality To Roadway Users And The Impact Of Pavement Roughness On Vehicle Operating Costs.

Sanjaya, Y. A., Rosalina dan Syarwan. (2017). Evaluasi Tingkat Kerusakan Permukaan Jalan Untuk Menentukan Jenis Penanganan Dengan Sistem Penilaian Menurut Bina Marga (Studi Kasus Jalan Nasional Bireuen–Bts. Kota Lhokseumawe, Kecamatan Krueng Geukueh Mulai Sta 253+ 000 S/D Sta 257+ 000). J. Sipil Sains Terapan, vol. 10, issue 1, no. 1.

Sayers, M. W. dan Karamihas, S. M. (1998). The Little Book Of Profiling. Univ. Michigan.

Siahaan, D. A. dan Surbakti, M. S. (2011). Analisis Perbandingan Nilai IRI Berdasarkan Variasi Rentang Pembacaan NAASRA. J. Tek. Sipil USU, vol. 3, no. 3.

Srianty, J., Isya, M., dan Anggraini, R. (2017). Analisis Kondisi Kemantapan Jalan Dengan Lalu Lintas Harian Rata-Rata Pada Jalan Arteri Sekunder. J. Teknik Sipil Universitas Syiah Kuala, vol. 1, special issue no. 1.

Standar Geometri Jalan Perkotaan. (2004). Indonesia.

Tehrani, S. S. (2014). Performance Measurement Using IRI And Collision Rates In The Province Of Alberta.

Tho’atin, U., Setyawan, A., dan Suprapto, M. (2016). Penggunaan Metode International Roughness Index (Iri), Surface Distress Index (Sdi) Dan Pavement Condition Index (Pci) Untuk Penilaian Kondisi Jalan Di Kabupaten Wonogiri. Prosiding Semnastek.

Uhlmeyer, J. D., Luhr, dan Rydholm, T. (2016). Pavement Asset Management.

Zulfan, E., Saleh, S. M., dan Yunus, Y. (2018). Penilaian Kondisi Jalan Pada Ruas Jalan KM. 77 (Batas Pidie) – Batas Kota Sigli. J. Teknik Sipil Universitas Syiah Kuala, vol. 1, special issue no. 3.




Copyright (c) 2019 TEKNIK