Assessment of Skid Resistance of Road Pavements
DOI:
https://doi.org/10.7250/bjrbe.2020-15.490Keywords:
aggregate, asphalt, dolomite, granite, mixture, skid resistance, surface dressingAbstract
The quality of the paved road depends not only on the decisions of the road designer and the work carried out but also on the materials used. Most of the aggregates used are imported from other countries. However, the usage of domestic materials reduces the cost of the road pavement and the use of aggregates produced by a special production technology in Lithuania, i.e., dolomite aggregates instead of granite aggregates. Experimental studies were carried out on the skid resistance of the road surface. It was found that the coefficient of skid resistance met the requirements for surface dressing with dolomite aggregate, and the results were analysed with 95% probability. This coefficient partially met the requirements for asphalt concrete, while it did not meet the requirements at all for stone mastic asphalt. The surface roughness, however, met the requirements for road sections where granite aggregates were used instead of dolomite in mixes of surface dressing and asphalt concrete. The analysis was carried out considering the volume of traffic and the service life of the individual road sections. It was determined that it was suitable for a 5-year guarantee period to perform the surface dressing, wearing course of asphalt concrete and stone mastic asphalt with dolomite aggregate where part of heavy vehicles is less than 20% of traffic flow. The use of granite aggregates was justified only in the road where heavy vehicles dominated.References
Bulevičius, M., Petkevičius, K., & Čirba, S. (2013). The influence of geometric parameters on strength properties of the aggregates used to produce asphalt mixtures. Journal of Civil Engineering and Management, 19(6), 894–902. https://doi.org/10.3846/13923730.2013.858645
CEN/TS 15901-14:2016. Road and Airfield Surface Characteristics – Part 14: Procedure for Determining the Skid Resistance of a Pavement Surface Using a Device with Longitudinal Controlled Slip (LFCN): ViaFriction (Road Analyser and Recorder of ViaTech AS).
Ciont, N., Iliescu, M., Błażejowski, K., & Wójcik-Wiśniewska, M. (2017). Researching the Effects of Different Aggregates and Bitumen Types on Asphalt Mixtures. International Multidisciplinary Scientific GeoConference: SGEM: Surveying Geology & Mining Ecology Management, 17(11), 487–494. https://doi.org/10.5593/sgem2017/11/S01.062
Cui, S., Blackman, B. R., Kinloch, A. J., & Taylor, A. C. (2014). Durability of asphalt mixtures: Effect of aggregate type and adhesion promoters. International Journal of Adhesion and Adhesives, 54, 100–111. https://doi.org/10.1016/j.ijadhadh.2014.05.009
Descantes, Y., & Hamard, E. (2015). Parameters influencing the polished stone value (PSV) of road surface aggregates. Construction and Building Materials, 100, 246–254. https://doi.org/10.1016/j.conbuildmat.2015.10.002
Gautam, P. K., Kalla, P., Jethoo, A. S., Agrawal, R., & Singh, H. (2018). Sustainable use of waste in flexible pavement: a review. Construction and Building Materials, 180, 239–253. https://doi.org/10.1016/j.conbuildmat.2018.04.067
Hall, J. W., Smith, K. L., Titus-Glover, L., Wambold, J. C., Yager, T. J., & Rado, Z. (2009). Guide for Pavement Friction. Final Report for NCHRP Project 01-43. National Cooperative Highway Research Program (NCHRP). Transportation Research Board of the National Academies, Washington, DC. https://doi.org/10.17226/23038
Haritonovs, V., Tihonovs, J., & Zaumanis, M. (2016). Performance evaluation of high modulus asphalt concrete mixes. In IOP Conference Series: Materials Science and Engineering (vol. 123, no. 1, pp. 012055). IOP Publishing. https://doi.org/10.1088/1757-899X/123/1/012055
Haritonovs, V., Zaumanis, M., Tihonovs, J., & Smirnovs, J. (2013). Development of high performance asphalt concrete using low quality aggregates. In Proceedings of the 4th International Scientific Conference “Civil Engineering 13” (vol. 4). Latvia, Jelgava: Latvia University of Agriculture, 371 p. ISSN 2255-7776.
Kane, M., Scharnigg, K., Conter, M., Roe, P., & Schwalbe, G. (2009). Report on different parameters influencing skid resistance, rolling resistance and noise emissions. TYROSAFE Deliverable D, 10 p.
Kogbara, R. B., Masad, E. A., Kassem, E., Scarpas, A. T., & Anupam, K. (2016). A state-of-the-art review of parameters influencing measurement and modeling of skid resistance of asphalt pavements. Construction and Building Materials, 114, 602–617. https://doi.org/10.1016/j.conbuildmat.2016.04.002
Lithuanian Road Administration under the Ministry of Transport and Communications (2019). TRA Aggregates 19 (in Lithuanian)
Lithuanian Road Administration under the Ministry of Transport and Communications (2008). TRA Asphalt 08 Technical Specifications for Road Asphalt Mixtures (in Lithuanian)
Lodhi, D. K. S., & Yadav, R. K. (2016). Effect of gradation of aggregates on Marshall Properties of DBM Mix Design. International Journal of Engineering Research and Science & Technology. ISSN 2319-5991. https://doi.org/10.15623/ijret.2016.0502005
Noyce, D. A., Bahia, H. U., Yambo, J. M., & Kim, G. (2005). Incorporating road safety into pavement management: maximising asphalt pavement surface friction for road safety improvements. D raft L iterature R eview a nd S tate S urveys, Midwest Regional University Transportation Center (UMTRI), Madison, Wisconsin.
Räisänen, M., Kupiainen, K., & Tervahattu, H. (2003). The effect of mineralogy, texture and mechanical properties of anti-skid and asphalt aggregates on urban dust. Bulletin of Engineering Geology and the Environment, 62(4), 359–368. https://doi.org/10.1007/s10064-003-0200-y
Santucci, L., & Engineer, L. F. (2013). Technology Transfer Program.
Scharnigg, K., & Schwalbe, G. (2010). Tyrosafe (tyre and road surface optimisation for skid resistance and further effects). In International Surface Friction Conference, 3rd, 2011.
Siriphun, S., Chotisakul, S., & Horpibulsuk, S. (2016). Skid resistance of asphalt concrete at the construction stage based on Thai aggregates. Journal of Materials in Civil Engineering, 28(12), 04016145. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001662
Šernas, O., Vorobjovas, V., Šneideraitienė, L., & Vaitkus, A. (2016). Evaluation of asphalt mix with dolomite aggregates for wearing layer. Transportation Research Procedia, 14, 732–737. https://doi.org/10.1016/j.trpro.2016.05.340
Šneideraitienė, L., & Žilionienė, D. (2019). Analysis and evaluation of the economic effect of asphalt mixtures AC 11 VS and SMA 11 S with different graded aggregates. Science – Future of Lithuania, 11. https://doi.org/10.3846/mla.2019.10588
Vaiana, R., Capiluppi, G. F., Gallelli, V., Iuele, T., & Minani, V. (2012). Pavement surface performances evolution: an experimental application. Procedia-Social and Behavioral Sciences, 53, 1149–1160. https://doi. org/10.1016/j.sbspro.2012.09.964
Vaitkus, A., & Vorobjovas, V. (2015). The use of dolomite crushed stone for asphalt topsoil mixtures. Lithuanian Roads, 1(34), 57−61. ISSN 1392-8678 (in Lithuanian)
Vaitkus, A., Andriejauskas, T., Šernas, O., Čygas, D., & Laurinavičius, A. (2019). Definition of concrete and composite precast concrete pavements texture. Transport, 34(3), 404–414. https://doi.org/10.3846/transport.2019.10411
Vaitkus, A., Andriejauskas, T., Vorobjovas, V., Jagniatinskis, A., Fiks, B., & Zofka, E. (2017a). Asphalt wearing course optimisation for road traffic noise reduction. Construction and Building Materials, 152, 345–356. https://doi.org/10.1016/j.conbuildmat.2017.06.130
Vaitkus, A., Vorobjovas, V., Kleizienė, R., Šernas, O., & Gražulytė, J. (2017b). Modified asphalt mixtures for heavy duty pavement wearing layers. Construction and Building Materials, 131, 503–511. https://doi.org/10.1016/j.conbuildmat.2016.11.055
Vaitkus, A., Žilionienė, D., Paulauskaitė, S., Tuminienė, F., & Žiliūtė, L. (2011). Research and assessment of asphalt layers bonding. Baltic Journal of Road & Bridge Engineering, 6(3). https://doi.org/10.3846/bjrbe.2011.27
Vorobjovas, V., Šernas, O., Žilionienė, D., Šneideraitienė, L., & Filotenkovas, V. (2017). Evaluation of high-quality dolomite aggregate for asphalt wearing course. In Environmental Engineering. Proceedings of the International Conference on Environmental Engineering, ICEE (vol. 10, pp. 1–6). Vilnius Gediminas Technical University, Dept of Construction Economics & Property. https://doi.org/10.3846/enviro.2017.157
Wasilewska, M., Gardziejczyk, W., & Gierasimiuk, P. (2019). Comparison of measurement methods used for evaluation the skid resistance of road pavements in Poland–case study. International Journal of Pavement Engineering, 1–7. https://doi.org/10.1080/10298436.2018.1562188
Wojcik, D. (2018). The New Oxford Handbook of Economic Geography. Oxford University Press.
Wu, Y., Parker, F., & Kandhal, P. S. (1998). Aggregate toughness/abrasion resistance and durability/soundness tests related to asphalt concrete performance in pavements. Transportation Research Record, 1638(1), 85–93. https://doi.org/10.3141/1638-10
Downloads
Published
Issue
Section
License
Copyright (c) 2020 Lina Šneideraitienė, Daiva Žilionienė
This work is licensed under a Creative Commons Attribution 4.0 International License.
How to Cite
