Preparation and Evaluation of Durability of Color Antiskid Pavement Particles Subjected to Different Treatments
Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 1
Abstract
To improve the durability of color antiskid pavement and the abrasion resistance of its antiskid particles, an organic treatment agent (OTA) is selected to treat the antiskid particles. The before-and-after study of the OTA treatment on the properties of the antiskid particles is conducted. The abrasion resistance of color antiskid pavement is discussed by using four evaluation indexes: abrasion mass loss rate, British pendulum number attenuation rate, texture depth attenuation rate, and bond strength. In addition, the color durability of color antiskid pavement under single and complex conditions is studied by using the color brightness coefficient as the evaluation index. Compared with untreated antiskid particles, the OTA demonstrates a 54%, 29%, 44%, and 34% reduction in water absorption, weared stone value, crushed stone value, and mass abrasion shedding rate, respectively, on the treated particles. Furthermore, the OTA produces a 5%, 16.7%, and 9.7% decrease in abrasion mass loss rate, British pendulum number attenuation rate, and texture depth attenuation rate, respectively, whereas it produces a 33.3% increase in bond strength, compared with untreated specimens. Moreover, under four conditions: liquid corrosion, ultraviolet radiation, combined high-temperature and liquid corrosion, and combined high-temperature and ultraviolet radiation, the maximum reduction of the color brightness coefficient of color antiskid pavement with OTA treatment is 85.8%.
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Acknowledgments
This work is supported by Fundamental Research Funds for the Central Universities, CHD (Program Nos. 300102218210, 300102218304, and 300102219314). This sponsorship and interest are gratefully acknowledged.
References
ASTM. 2014. Standard test method for resistance to degradation of small-size coarse aggregate by abrasion and impact in the Los Angeles machine. ASTM C131M. West Conshohocken, PA: ASTM.
ASTM. 2018. Standard test method for measuring surface frictional properties using the British pendulum tester. ASTM E303-93. West Conshohocken, PA: ASTM.
Bertolini, L., and F. Lollini. 2011. “Effects of weathering on colour of concrete paving blocks.” Eur. J. Environ. Civ. Eng. 15 (6): 19. https://doi.org/10.1080/19648189.2011.9695281.
Cao, P., Z. Liu, and G. Zhang. 2016. “Study on the influence of color powder for semi-flexible color pavement on the performance of cement mortar.” Highway Transp. Res. Dev. (Chin. Ed.) 12 (7): 84–85.
CBMA (China Building Materials Academy). 2006. Epoxy resin flooring coating. JC/T 1015. Beijing: China’s National Development and Reform Commission.
Chen, Q., C. Wang, H. Fu, and L. Zhang. 2018a. “Durability evaluation of road cooling coating.” Constr. Build. Mater. 190 (11): 13–23. https://doi.org/10.1016/j.conbuildmat.2018.09.071.
Chen, Q., C. Wang, P. Wen, M. Wang, and J. Zhao. 2018b. “Comprehensive performance evaluation of low-carbon modified asphalt based on efficacy coefficient method.” J. Cleaner Prod. 203 (12): 633–644. https://doi.org/10.1016/j.jclepro.2018.08.316.
Chen, Y., Y. Fu, and F. Wang. 2018c. “Establishment and application of visual distance calculation model based on support vector regression.” China J. Highway Transp. 31 (4): 109–117.
China Building Materials Industry Association. 2005. Waterproofing coatings for concrete bridge and road surface. JC/T 975. Beijing: China’s National Development and Reform Commission.
Ding, F. B. 2015. Research on high performance surface treatment based on accelerated loading test. Guangzhou, China: South China Univ. of Technology.
Gao, J. 2012. Research on pavement structure and material of highway tunnel entrance and exit based on traffic safety. Xi’an, China: Chang’an Univ.
Gao, W., W. Cui, and X. Ming. 2018. “Highway pavement performance test for colored thin anti-skidding layers.” In Proc., 2nd Int. Workshop on Advances in Energy Science and Environment Engineering, 9. Guangzhou, China: Academic Exchange Information Centre.
Guo, J. 2018. Composition control of durable color anti-skid pavement materials. Xi’an, China: Chang’an Univ.
Guo, T. T., C. H. Wang, X Yang, and X. Sun. 2017. “Development and performance of sand fog seal with cooling and air purification effects.” Constr. Build. Mater. 141 (6): 608–618. https://doi.org/10.1016/j.conbuildmat.2017.03.003.
Highway Research Institute of the Transportation Department. 2003. Technical specification for construction of highway cement concrete pavement. JTG F30. Beijing: China Communications Press.
Highway Research Institute of the Transportation Department. 2004. Technical specification for construction of highway asphalt pavement. JTG F40. Beijing: China Communications Press.
Highway Research Institute of the Transportation Department. 2005a. Technical guidelines for micro-surfacing and slurry seal. JTG/T F40-02. Beijing: China Communications Press.
Highway Research Institute of the Transportation Department. 2005b. Test method of aggregate for highway engineering. JTG E42. Beijing: China Communications Press.
Highway Research Institute of the Transportation Department. 2008. Field test methods of subgrade and pavement for highway engineering. JTG E60. Beijing: China Communications Press.
Highway Research Institute of the Transportation Department. 2011. Standard test methods of bitumen and bituminous mixtures for highway engineering. JTG E20. Beijing: China Communications Press.
Lei, C. X. 2010. Research on pavement surface functional accelerated loading system. Xi’an, China: South China Univ. of Technology.
Lin, D. F., and H. L. Luo. 2004. “Fading and color changes in colored asphalt quantified by the image analysis method.” Constr. Build. Mater. 18 (4): 255–261. https://doi.org/10.1016/j.conbuildmat.2004.01.004.
Liu, F., D. Qu, Z. Tan, C. Yang, and Y. Liu. 2016. “Experimental investigation of the effects of four anti-slide particles on the operational performance of coated coloured pavement.” Procedia Eng. 161 (6): 589–594. https://doi.org/10.1016/j.proeng.2016.08.698.
Liu, H. 2005. Study on pavement performance of color asphalt and color asphalt mixture. Guangzhou, China: South China Univ. of Technology.
Liu, H., Z. Zhang, D. Guo, L. Peng, Z. Bao, and W. Han. 2011. “Study on thin-layer antiskid and flame retardant colored pavement material for tunnels.” In Proc., Int. Conf. on Electric Technology and Civil Engineering. Piscataway, NJ: IEEE.
Ma, M., Q. Chen, C. Wang, H. Fu, and T. Li. 2019. “High-performance organosilicon-refractory bauxite: Coating and fundamental properties.” Constr. Build. Mater. 207 (5): 563–571. https://doi.org/10.1016/j.conbuildmat.2019.02.137.
Peng, B., C. Cai, G. Yin, W. Li, and Y. Zhan. 2015. “Evaluation system for CO2 emission of hot asphalt mixture.” J. Traffic Transp. Eng. 2 (2): 116–124. https://doi.org/10.1016/j.jtte.2015.02.005.
Wang, C., S. Wang, Q. J. Li, X. Wang, Z. Gao, and L. Zhang. 2018. “Fabrication and performance of a power generation device based on stacked piezoelectric energy-harvesting units for pavements.” Energy Convers. Manage. 163 (5): 196–207. https://doi.org/10.1016/j.enconman.2018.02.045.
Wang, C. H., H. Fu, Z. T. Fan, and T. Li. 2019a. “Utilization and properties of road thermal resistance aggregates into asphalt mixture.” Constr. Build. Mater. 208 (5): 87–101. https://doi.org/10.1016/j.conbuildmat.2019.02.154.
Wang, C. H., Q. Li, K. C. P. Wang, X. L. Sun, and X. Q. Wang. 2017a. “Emission reduction performance of modified hot mix asphalt mixtures.” Adv. Mater. Sci. Eng. 1 (3): 1–11. https://doi.org/10.1155/2017/2506381.
Wang, C. H., X. L. Sun, T. T. Guo, Z. W. Gao, and X. Q. Wang. 2019b. “Investigations on cooling effects of prepared pavement coatings using the Grubbs method and linear regression analysis.” Road Mater. Pavement 20 (1): 171–186. https://doi.org/10.1080/14680629.2017.1380072.
Wang, C. H., P. Wang, Y. W. Li, and Y. Zhao. 2015. “Laboratory investigation of dynamic rheological properties of tourmaline modified bitumen.” Constr. Build. Mater. 80 (4): 195–199. https://doi.org/10.1016/j.conbuildmat.2014.12.105.
Wang, C.-H., Y.-W. Li, X.-L. Sun, and Z.-W. Gao. 2017b. “Automobile exhaust–purifying performance of tourmaline-modified asphalt concrete.” Mater. Civ. Eng. 29 (6): 04017004. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001818.
Xing, L. 2012. Study on preparation technology and road performance of color pavement binder. Xi’an, China: Chang’an Univ.
Xue, C., Y. Cao, C. Li, H. Li, X. Li, and R. Zhou. 2017. “Research progresses and prospects of thin-layer color anti-skid pavement application technology at home and abroad.” J. Highway Transp. Res. Dev. 13 (3): 46–49.
Zheng, M., L. Han, F. Wang, H. Mi, Y. Li, and L. He. 2015. “Comparison and analysis on heat reflective coating for asphalt pavement based on cooling effect and anti-skid performance.” Constr. Build. Mater. 93 (9): 1197–1205. https://doi.org/10.1016/j.conbuildmat.2015.04.043.
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©2019 American Society of Civil Engineers.
History
Received: Jan 18, 2019
Accepted: Jun 28, 2019
Published online: Nov 5, 2019
Published in print: Jan 1, 2020
Discussion open until: Apr 5, 2020
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