Correlation Road Geometric On Road Damage

Ananda Amatory  Zahra; Yackob Astor; Atmy Verani Sihombing

doi:10.33603/jgst.v8i1.124

Authors

Ananda Amatory Zahra Civil Engineering Department, Politeknik Negeri Bandung, Bandung, Indonesia
Yackob Astor Civil Engineering Department, Politeknik Negeri Bandung, Bandung, Indonesia
Atmy Verani Sihombing Civil Engineering Department, Politeknik Negeri Bandung, Bandung, Indonesia

DOI:

https://doi.org/10.33603/jgst.v8i1.124

Keywords:

Road Geometric, Road Damage, Pavement Condition Index

Abstract

The implementation of safe road infrastructure can be defined by the minimum number of traffic accidents that occur on these roads. Traffic accidents can caused by several factors, encompassing the geometric attributes of the road, characteristics of vehicles, human elements, and environmental conditions. Previous studies have identified specific geometric features, including superelevation, degree of curvature, road slope, and shoulder type, as influential factors in traffic accidents. Simultaneously, the state of the pavement, characterized by issues such as rutting, potholes, IRI value, and skid resistance, also plays a crucial role in traffic accident. The interplay between road geometric and pavement conditions underscores the importance of effective road management for ensuring safety. Existing research highlights a correlation between road geometric and road damage, with the Pavement Condition Index (PCI) directly correlating with road and shoulder width, and inversely correlating with transverse and longitudinal road slope. This phenomenon is, in part, attributed to heightened shear strain on narrow road shoulders and a reduction in the resilience modulus value of the subgrade on sloped roads.

References

REFERENCES

P. L. Hadi, T. Wasanta, and W. Santosa, “Pengaruh Indeks Infrastruktur Jalan Terhadap Indikator Ekonomi Di Indonesia,” J. HPJI, vol. 7, no. 2, pp. 143–152, 2021, doi: 10.26593/jhpji.v7i2.5058.143-152.

CSIR, “Roads : Geometric design and layout planning TABLE OF CONTENTS,” CSIR Red B., 2005.

D. E. Wibowo, Y. P. Putra, and F. Ma’arif, “Evaluation and Redesign Based on Highway Geometric Design Guidelines 2021 (Case Study of Sampakan–Singosaren Road KM 13.8, Bantul Regency),” INERSIA lnformasi dan Ekspose Has. Ris. Tek. Sipil dan Arsit., vol. 18, no. 2, pp. 186–195, 2022, doi: 10.21831/inersia.v18i2.54664.

L. Sinaga, T. K. Sendow, and J. E. Waani, “Evaluasi Geometrik Jalan Berdasarkan Standar Perencanaan Bina Marga,” J. Sipil Statik, vol. 7, no. 7, pp. 819–826, 2019.

A. Y. Isnaini, L. B. Suparma, and S. H. T. Utomo, “Perancangan Perkerasan Jalan Lingkar Kota Kabupaten Wonogiri,” J. HPJI, vol. 5, no. 2, pp. 119–128, 2019, doi: 10.26593/jh.v5i2.3372.119-128.

F. Forghani, S. Tighe, V. Henderson, M. Becke, R. Soares, and R. Haichert, “Impact of Road Geometry and Thickness on Pavement Behaviour using PSIPave 3DTM,” Sustain., vol. 14, no. 2, pp. 1–4, 2020.

M. P. Bobermin, M. M. Silva, and S. Ferreira, “Driving simulators to evaluate road geometric design effects on driver behaviour: A systematic review,” Accid. Anal. Prev., vol. 150, no. May 2020, 2021, doi: 10.1016/j.aap.2020.105923.

A. Setyawan, I. Kusdiantoro, and Syafi’i, “The effect of pavement condition on vehicle speeds and motor vehicles emissions,” Procedia Eng., vol. 125, pp. 424–430, 2015, doi: 10.1016/j.proeng.2015.11.111.

V. Anggreana, “Analisa Tebal Perkerasan Jalan Di Tanjakan Menggunakan Metode Aashto 1993,” Akselerasi J. Ilm. Tek. Sipil, vol. 2, no. 2, pp. 1–8, 2021, doi: 10.37058/aks.v2i2.2756.

S. Bhandari, X. Luo, and F. Wang, “Understanding the effects of structural factors and traffic loading on flexible pavement performance,” Int. J. Transp. Sci. Technol., vol. 12, no. 1, pp. 258–272, 2023, doi: 10.1016/j.ijtst.2022.02.004.

I. Sholichin and N. Utomo, “Evaluation And Maintenance of Road Damage In Sidotopo Surabaya Road Using Pavement Condition Index (PCI) Method,” vol. 1, no. Icst, pp. 311–315, 2018, doi: 10.2991/icst-18.2018.66.

J. U. D. Hatmoko, B. H. Setiadji, and M. A. Wibowo, “Investigating causal factors of road damage: a case study,” MATEC Web Conf., vol. 258, p. 02007, 2019, doi: 10.1051/matecconf/201925802007.

E. H. Manurung, K. Sawito, A. Satoto, and N. Tuanany, “Analysis of the Causes of Road Damage,” Civilla J. Tek. Sipil Univ. Islam Lamongan, vol. 7, no. 1, p. 87, 2022, doi: 10.30736/cvl.v7i1.793.

W. A. Prawesthi, R. Mudiyono, and H. Poedjiastoeti, “ROAD DAMAGED FACTOR ANALYSIS AT SIGNALIZED INTERSECTION (Case Study: The Traffic Light in Front of UNISSULA, Jl. Raya Kaligawe KM 4, Semarang),” Pondasi, vol. 27, no. 2, p. 234, 2022, doi: 10.30659/pondasi.v27i2.24345.

A. Suswandi, S. Wardhani, and H. C. Hardiyatmo, “EVALUASI TINGKAT KERUSAKAN JALAN DENGAN METHODE PAVEMENT CONDITION INDEX (PCI) UNTUK MENUNJANG PENGAMBILAN KEPUTUSAN (Studi Kasus: Jalan Lingkar SeLatan, Yogyakarta),” Civ. Eng. Forum Tek. Sipil, vol. 18, no. 3, pp. 934–946, 2008.

A. U. Marsyanda, I. Y. D. Januar, L. B. Said, Y. Idrus, and R. B. Alkam, “Analisis Kerusakan Jalan dan Cara Penanggulangannya,” J. Tek. Sipil MACCA, vol. 7, no. 1, pp. 8–17, 2022, doi: 10.33096/jtsm.v7i1.536.

E. Solatiyan, “Performance Modeling the Geometric Characteristic of Curved Sections in the Two-Way Two-Lane Rural Roads on the Pavement Distress,” no. 6, pp. 45–50, 2012.

H. Widyastuti and A. Utami, “Faktor Penyebab Kecelakaan Lalu Lintas: Studi Kasus Beberapa Jalan Di Kota Surabaya,” J. Indones. Road Saf., vol. 1, no. 3, p. 175, 2018, doi: 10.19184/korlantas-jirs.v1i3.15011.

M. P. Bobermin, M. M. Silva, and S. Ferreira, “Driving simulators to evaluate road geometric design effects on driver behaviour: A systematic review,” Accid. Anal. Prev., vol. 150, no. October 2020, 2021, doi: 10.1016/j.aap.2020.105923.

P. S. Prastika, E. Puspitasari, D. Firmansyah, J. Teknik, and S. Universitas, “Pengaruh Hubungan Geometrik Jalan Raya Terhadap Tingkat Kecelakaan Lalu Lintas Pada Ruas Jalan Jendral Urip Sumoharjo- Sukarno Hatta Kota Magelang,” no. November, pp. 87–96, 2021.

Al’Adilah, Akhmad Hasanuddin, and Willy Kriswardhana, “Analisis Hubungan Geometrik Jalan Terhadap Keselamatan Jalan Bypass Mojokerto Km Sby 51-63,” Padur. J. Tek. Sipil Univ. Warmadewa, vol. 10, no. 2, pp. 253–265, 2021, doi: 10.22225/pd.10.2.2770.253-265.

S. Barman and R. Bandyopadhyaya, “Crash Severity Analysis for Low-Speed Roads Using Structural Equation Modeling Considering Shoulder- and Pavement-Distress Conditions,” J. Transp. Eng. Part A Syst., vol. 146, no. 7, pp. 1–10, 2020, doi: 10.1061/jtepbs.0000373.

N. Hussein, R. Hassan, and M. T. Fahey, “Effect of pavement condition and geometrics at signalised intersections on casualty crashes,” J. Safety Res., vol. 76, no. January, pp. 276–288, 2021, doi: 10.1016/j.jsr.2020.12.021.

R. Mkwata and E. E. M. Chong, “Effect of pavement surface conditions on road traffic accident - A Review,” E3S Web Conf., vol. 347, 2022, doi: 10.1051/e3sconf/202234701017.

Y. Ding, D. Li, M. Huang, X. Cao, and B. Tang, “Study on the influence of skid resistance on traffic safety of highway with a high ratio of bridges and tunnels,” Transp. Saf. Environ., vol. 3, no. 4, 2021, doi: 10.1093/tse/tdab025.