Skip to main content
Log in

Measurement of the Performances of Various Asphalt Mixtures on Suspended Steel Deck Bridge Pavements

  • Original Research Paper
  • Published:
International Journal of Pavement Research and Technology Aims and scope Submit manuscript

Abstract

Asphalt mixtures are world widely used in various areas and one of them is on bridges as a pavement layer. The flexibility against oscillations, role in water discharge, and resistance against corrosion effects provided by asphalt mixtures are its important features. In terms of these important properties, the performance of asphalt mixtures in steel deck bridge coatings is a subject that needs to be investigated in detail. Various problems such as rutting and fatigue cracking may occur during the operation and construction of bridges built with a high construction budget. In this respect, it is expected that the coating materials chosen for the long-lasting use of the bridges will reduce operating and maintenance costs while increasing the comfort and safety of the road. For this study, various asphalt mixtures and structural designs were evaluated on steel deck bridges with their performances. The mixture types used on steel deck bridge pavements were mastic asphalt (MA), stone mastic asphalt (SMA), and modified mastic asphalt (MMA), and the structural designs were MA layer only, MA + SMA layer, and MA + MMA layer. The mixtures SMA and MMA were prepared by Marshall Method and MA was prepared by ZTV Asphalt STB 07 method. Then, Hamburg Wheel Tracking (HWT) test as a rutting test, and TS EN 12697-24 cyclic fatigue test as a fatigue test were applied for all different mixture types and various structural designs. Based on the results, the best performance belongs to MA + SMA in all tests and it is suggested to be used on steel deck bridge pavements to provide a higher contribution to water resistivity by MA and higher resistance to permanent deformations by SMA.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13
Fig. 14
Fig. 15
Fig. 16
Fig. 17
Fig. 18
Fig. 19

Similar content being viewed by others

Data Availability

All data, models, and code generated or used during the study appear in the submitted article.

References

  1. Alsultan, M., Jun, J., & Lambert, J. H. (2020). Program evaluation of highway access with innovative risk-cost-benefit analysis. Reliability Engineering & System Safety, 193, 106649.

    Article  Google Scholar 

  2. Pennetti, C. A., Fontaine, M. D., Jun, J., & Lambert, J. H. (2020). Evaluating capacity of transportation operations with highway travel time reliability. Reliability Engineering & System Safety, 204, 107126.

    Article  Google Scholar 

  3. Budziński, B., & Mieczkowski, P. (2020). Application of innovative SMA-MA mixtures on bridges. Applied Sciences, 10(19), 6958.

    Article  Google Scholar 

  4. Saedi, S., & Oruc, S. (2022). Investigating the possibility of using roof shingles waste and fibers in stone mastic asphalt pavements. International Journal of Transportation Engineering, 9(3), 681–691.

    Google Scholar 

  5. Sarang, G., Lekha, B. M., Krishna, G., & Ravi Shankar, A. U. (2016). Comparison of Stone Matrix Asphalt mixtures with polymer-modified bitumen and shredded waste plastics. Road Materials and Pavement Design, 17(4), 933–945.

    Article  Google Scholar 

  6. Liu, G., Qian, Z., Wu, X., & Liu, Y. (2022). Influence of weld seam on the compaction characteristics of steel bridge deck pavement asphalt mixture. Construction and Building Materials, 347, 128564.

    Article  Google Scholar 

  7. Liu, Y., Qian, Z., Gong, M., Huang, Q., & Ren, H. (2022). Interlayer residual stress analysis of steel bridge deck pavement during gussasphalt pavement paving. Construction and Building Materials, 324, 126624.

    Article  Google Scholar 

  8. Xiang, D., Liu, S., Li, Y., & Liu, Y. (2022). Improvement of flexural and cyclic performance of bridge deck slabs by utilizing steel fiber reinforced concrete (SFRC). Construction and Building Materials, 329, 127184.

    Article  Google Scholar 

  9. Connor, R. J. (2012). Manual for design, construction, and maintenance of orthotropic steel deck bridges (No. FHWA-IF-12–027). United States Federal Highway Administration.

    Google Scholar 

  10. Chen, X., Huang, W., Yang, J., & Wang, D. (2009). Principles of designing asphalt pavement for orthotropic steel bridge decks. In: Material Design, Construction, Maintenance, and Testing of Pavements: Selected Papers from the 2009 GeoHunan International Conference (pp. 145–154).

  11. Mehue, P. (1990). Cracks in steel orthotropic decks. In J. E. Harding, G. A. R. Parke, & M. J. Ryall (Eds.), Bridge management (pp. 633–642). Springer.

    Chapter  Google Scholar 

  12. Touran, A., & Okereke, A. (1991). Performance of orthotropic bridge decks. Journal of performance of constructed facilities, 5(2), 134–148.

    Article  Google Scholar 

  13. Braam, C. R., Buitelaar, P., & Kaptijn, N. (2004). Reinforced high performance concrete overlay system for steel bridges. In: 5th International CROW Workshop on fundamental modelling of the design and performance of concrete pavements, Istanbul, Turkey (pp. 1–10). CROW.

  14. Kringos, N., & Scarpas, A. (2008). Physical and mechanical moisture susceptibility of asphaltic mixtures. International Journal of Solids and Structures, 45(9), 2671–2685.

    Article  MATH  Google Scholar 

  15. Li, X. L., & Chen, Y. L. (2009). New composite pavement system for orthotropic steel bridge decks. In New Technologies in construction and rehabilitation of portland cement concrete pavement and bridge deck pavement (pp. 75–84). ASCE Library.

  16. de Freitas, S. T., Kolstein, H., & Bijlaard, F. (2010). Composite bonded systems for renovations of orthotropic steel bridge decks. Composite Structures, 92(4), 853–862.

    Article  Google Scholar 

  17. de Freitas, S. T., Kolstein, H., & Bijlaard, F. (2013). Fatigue behavior of bonded and sandwich systems for strengthening orthotropic bridge decks. Composite Structures, 97, 117–128.

    Article  Google Scholar 

  18. Maljaars, J., Bonet, E., & Pijpers, R. J. (2018). Fatigue resistance of the deck plate in steel orthotropic deck structures. Engineering Fracture Mechanics, 201, 214–228.

    Article  Google Scholar 

  19. Wang, S., Ke, Z., Gao, Y., & Zhang, Y. (2019). Long-term in situ performance investigation of orthotropic steel bridge deck strengthened by SPS and RPC solutions. Journal of Bridge Engineering, 24(6), 04019054.

    Article  Google Scholar 

  20. Huang, W. (2016). Integrated design procedure for epoxy asphalt concrete–based wearing surface on long-span orthotropic steel deck bridges. Journal of Materials in Civil Engineering, 28(5), 04015189.

    Article  Google Scholar 

  21. Transportation Officials. (1993). AASHTO guide for design of pavement structures, 1993 (Vol. 1). Berlin: Aashto.

    Google Scholar 

  22. Bellin, P. A. (1992). Use of stone mastic asphalt in Germany: State of the Art. In: Transportation Research Board Annual Meeting.

  23. Wu, S., Xue, Y., Ye, Q., & Chen, Y. (2007). Utilization of steel slag as aggregates for stone mastic asphalt (SMA) mixtures. Building and environment, 42(7), 2580–2585.

    Article  Google Scholar 

  24. Qiu, Y. F., & Lum, K. M. (2006). Design and performance of stone mastic asphalt. Journal of transportation engineering, 132(12), 956–963.

    Article  Google Scholar 

  25. Norambuena-Contreras, J., Yalcin, E., Hudson-Griffiths, R., & García, A. (2019). Mechanical and self-healing properties of stone mastic asphalt containing encapsulated rejuvenators. Journal of Materials in Civil Engineering, 31(5), 04019052.

    Article  Google Scholar 

  26. Mahrez, A., & Karim, M. R. (2010). Fatigue characteristics of stone mastic asphalt mix reinforced with fiber glass. International Journal of the Physical Sciences, 5(12), 1840–1847.

    Google Scholar 

  27. European Asphalt Pavement Association. (2013). Asphalt pavements on bridge decks (EAPA Position paper). Brussels, Belgium.

  28. Pokorski, P., Radziszewski, P., & Sarnowski, M. (2015). Rheological properties of asphalt mixtures for bridge pavements. Procedia Engineering, 111, 637–644.

    Article  Google Scholar 

  29. Sarnowski, M., Kowalski, K. J., Król, J. B., & Radziszewski, P. (2019). Influence of overheating phenomenon on bitumen and asphalt mixture properties. Materials, 12(4), 610.

    Article  Google Scholar 

  30. Tashman, L., & Pearson, B. (2012). Characterisation of stone matrix asphalt mixtures. International Journal of Pavement Engineering, 13(4), 297–309.

    Article  Google Scholar 

  31. Radziszewski, P., Sarnowski, M., & Pokorski, P. (2021). Assessment of resistance to permanent deformations of asphalt mixes of low air void content. Open Engineering, 11(1), 1244–1251.

    Article  Google Scholar 

  32. Geng, L. T., Xu, Q., Ren, R. B., Wang, L. Z., Yang, X. L., & Wang, X. Y. (2017). Performance research of high-viscosity asphalt mixture as deck-paving materials for steel bridges. Road Materials and Pavement Design, 18(1), 208–220.

    Article  Google Scholar 

  33. Chen, L., Zhao, X., Qian, Z., & Li, J. (2023). A systematic review of steel bridge deck pavement in China. Journal of Road Engineering, 3, 1–15.

    Article  Google Scholar 

  34. Republic of Turkey, Ministry of Transport. Turkish State Highways Technical Specifications. General Directorate of Highways. Ankara, Turkey; 2013.

  35. TS EN 13108-6. Bituminous mixtures - Material specifications - Part 6: Mastic Asphalt.

  36. TS EN 12697-24. Bituminous mixtures-Test methods for hot mix asphalt–Part 24: Resistance to fatigue.

  37. TS EN 12697-22+A1. Bituminous mixtures-Test methods for hot mix asphalt - Part 22: Wheel tracking.

  38. Fan, Z., Xu, H., Xiao, J., & Tan, Y. (2020). Effects of freeze-thaw cycles on fatigue performance of asphalt mixture and development of fatigue-freeze-thaw (FFT) uniform equation. Construction and Building Materials, 242, 118043.

    Article  Google Scholar 

  39. Arabzadeh, A., & Guler, M. (2019). Thermal fatigue behavior of asphalt concrete: A laboratory-based investigation approach. International Journal of Fatigue, 121, 229–236.

    Article  Google Scholar 

  40. Bai, Q. F., Qian, Z. D., & Zhao, Y. Q. (2012). Asphalt fatigue resistance evaluation method based on the rheology. Beijing Gongye Daxue Xuebao (Journal of Beijing University of Technology), 38(10), 1536–1542.

    Google Scholar 

  41. Jiang, Y., Zhang, Y., Xue, J., Deng, C., & Tian, T. (2020). Performance of stone mastic asphalt mixtures fabricated by different compaction methods. Applied Sciences, 10(7), 2523.

    Article  Google Scholar 

  42. Mashaan, N. S., Ali, A. H., Koting, S., & Karim, M. R. (2013). Performance evaluation of crumb rubber modified stone mastic asphalt pavement in Malaysia. Advances in Materials Science and Engineering, 2013 (304676).

  43. Devulapalli, L., Sarang, G., & Kothandaraman, S. (2022). Characteristics of aggregate gradation, drain down and stabilizing agents in stone matrix asphalt mixtures: A state of art review. Journal of Traffic and Transportation Engineering (English Edition)., 9(2), 167–179.

    Article  Google Scholar 

  44. İskender, E. (2013). Rutting evaluation of stone mastic asphalt for basalt and basalt–limestone aggregate combinations. Composites Part B: Engineering, 54, 255–264.

    Article  Google Scholar 

  45. Zhang, R. X., Ni, Q. Q., Natsuki, T., & Iwamoto, M. (2007). Mechanical properties of composites filled with SMA particles and short fibers. Composite Structures, 79(1), 90–96.

    Article  Google Scholar 

  46. Widyatmoko, I., Elliott, R., & Read, J. (2005). Performance characteristics of polymer modified mastic asphalt for bridge surfacing. Institution of Asphalt Technology Asphalt Yearbook 2005.

    Google Scholar 

  47. Kim, T. W., Baek, J., Lee, H. J., & Choi, J. Y. (2013). Fatigue performance evaluation of SBS modified mastic asphalt mixtures. Construction and Building Materials, 48, 908–916.

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Yurdakul Aygörmez.

Ethics declarations

Conflict of Interest

On behalf of all authors, the corresponding author states that there is no conflict of interest.

Rights and permissions

Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Eren, Ç., Özen, H., Şahin, O. et al. Measurement of the Performances of Various Asphalt Mixtures on Suspended Steel Deck Bridge Pavements. Int. J. Pavement Res. Technol. (2023). https://doi.org/10.1007/s42947-023-00378-9

Download citation

  • Received:

  • Revised:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1007/s42947-023-00378-9

Keywords

Navigation