Analisis Degradasi Performa Marka Jalan Thermoplastik Pada Jalan Tol

Yogi Oktopianto, Rukman Rukman

Abstract


The program for maintenance and replacement of toll road surface markings aims at meeting the standards of performance set out in the Minimum Service Standards regarding for the substance of safety for road guidance indicators, which is road surface markings  for the safety and comfort of toll road users.   Good visibility of the road surface markings is necessary as it helps reducing the chance of traffic accidents. The problem encountered is a drastic decrease in the reflectivity level of road surface markings  in a short time. The study was conducted to determine the degradation of the value of road surface markings reflectivity during the service life of the maintenance methods on the routine and periodic markers. The research was conducted experimentally by making a mock up and testing the reflectivity at the existing location using a reflectometer on 2 test models. The results showed a reflectivity degradation was 43% in the marking method carried out directly over the old road surface markings  with an average reflectivity value of 401 mcd/m2/lux. This study concluded the road surface markings applied to the asphalt pavement. The thermoplastic material against the glass bead binds perfectly, while the road surface markings painted on the old road surface markings of the thermoplastic material against the glass bead do not bind properly so that the glass beads are easily detached

Keywords


road surface marking, thermoplastic, reflectivity, degradation

Full Text:

PDF

References


Y. Oktopianto, S. Shofiah, F. A. Rokhman, and K. Pangestu, “Analisis Daerah Rawan Kecelakaan ( Black Site ) Dan Titik Rawan Kecelakaan ( Black Spot ) Provinsi Lampung,” Borneo Eng. J. Tek. Sipil, vol. 5, no. 1, pp. 40–51, 2021, doi: 10.35334/be.v5i1.1777.

Y. Oktopianto and D. W. Hidayat, “Reflectivity Analysis and Maintenance Program of Road Markings IR . WIYOTO WIYONO Toll Road,” J. Adv. Res. Dyn. Control Syst., vol. 12, no. 02, pp. 3118–3122, 2020, doi: 10.5373/JARDCS/V12I2/S20201431.

F. E. Loetterle, R. A. Beck, and J. Carlson, “Public perception of pavement-marking brightness,” Transp. Res. Rec., 2000, doi: 10.3141/1715-08.

D. Chimba, E. Kidando, and M. Onyango, “Evaluating the service life of thermoplastic pavement markings: Stochastic approach,” J. Transp. Eng. Part B Pavements, 2018, doi: 10.1061/JPEODX.0000055.

P. Lertworawanich and A. Karoonsoontawong, “Service life analysis and maintenance program of pavement markings in Thailand,” Transp. Res. Rec., 2012, doi: 10.3141/2272-14.

L. Ozelim and R. E. Turochy, “Modeling retroreflectivity performance of thermoplastic pavement markings in Alabama,” J. Transp. Eng., 2014, doi: 10.1061/(ASCE)TE.1943-5436.0000661.

A. M. Pike, L. D. Ballard, and P. J. Carlson, “Evaluation of retroreflectivity measurement techniques for profiled and rumble stripe pavement markings,” Transp. Res. Rec., 2011, doi: 10.3141/2258-10.

W. E. Sitzabee, J. E. Hummer, and W. Rasdorf, “Pavement Marking Degradation Modeling and Analysis,” J. Infrastruct. Syst., 2009, doi: 10.1061/(asce)1076-0342(2009)15:3(190).

N. Aznirahani, M. Yunin, N. Sheda, M. Zulkiffli, A. Shabadin, and S. Z. Ishak, “Effect of Enhanced Road Marking in Road Safety-Speed and Lateral Position,” J. Built Environ., 2018.

M. Hadi and P. Sinha, “Effect of pavement marking retroreflectivity on the performance of vision-based lane departure warning systems,” J. Intell. Transp. Syst. Technol. Planning, Oper., 2011, doi: 10.1080/15472450.2011.544587.

M. H. Harun, N. S. Mohamad Noh, and W. R. Wan Hanafi, “Brighter and better all-weather road markings in malaysia,” in Bituminous Mixtures and Pavements VI - Proceedings of the 6th International Conference on Bituminous Mixtures and Pavements, ICONFBMP 2015, 2015, doi: 10.1201/b18538-104.

G. L. M. Leung, A. W. G. Wong, S. H. F. Wong, and S. You, “Study on wet visibility of road markings in Hong Kong,” in Proceedings of the 21st International Conference of Hong Kong Society for Transportation Studies, HKSTS 2016 - Smart Transportation, 2018.

M. Mohamed, A. Abdel-Rahim, E. Kassem, K. Chang, and A. G. McDonald, “Laboratory-Based Evaluation of Pavement Marking Characteristics,” J. Transp. Eng. Part B Pavements, 2020, doi: 10.1061/jpeodx.0000168.

D. B. Clarke and Y. Xuedong, “Retroreflectivity performance of 90-mil thermoplastic longitudinal pavement markings during the early application period,” Adv. Transp. Stud., 2010.

O. Smadi, R. R. Souleyrette, D. J. Ormand, and N. Hawkins, “Pavement marking retroreflectivity analysis of safety effectiveness,” Transp. Res. Rec., 2008, doi: 10.3141/2056-03.

C. Debaillon, P. J. Carlson, H. G. Hawkins, Y. He, T. Schnell, and F. Aktan, “Review and development of recommended minimum pavement marking retroreflectivity levels,” Transp. Res. Rec., 2008, doi: 10.3141/2055-09.




DOI: http://dx.doi.org/10.12962/j2579-891X.v19i4.9222

Refbacks

  • There are currently no refbacks.


Jumlah Kunjungan:Web
Analytics

Creative Commons License
Jurnal Aplikasi Teknik Sipil by Pusat Publikasi Ilmiah LPPM Institut Teknologi Sepuluh Nopember is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License

Based on work at https://iptek.its.ac.id/index.php/jats