764
Views
15
CrossRef citations to date
0
Altmetric
Original Articles

Characterising the long-term rejuvenating effectiveness of recycling agents on asphalt blends and mixtures with high RAP and RAS contents

, , &
Pages 273-292 | Received 15 Aug 2016, Accepted 25 Oct 2016, Published online: 13 Oct 2017

References

  • Abatech Inc. (2011). RHEA. Blooming Glen, PA: Author.
  • Al-Qadi, I. L., Ozer, H., Lambros, J., El Khatib, A., Singhvi, P., Khan, T., … Doll, B. (2015, December). Testing protocols to ensure performance of high asphalt binder replacement mixes using RAP and RAS (Report No. FHWA-ICT-15-017). Urbana: Illinois Center for Transportation, p. 80.
  • Anderson, R. M., King, G. N., Hanson, D. I., & Blankenship, P. B. (2011). Evaluation of the relationship between asphalt binder properties and non-load related cracking. Journal of the Association of Asphalt Paving Technologists, 80, 615–649.
  • Asphalt Institute. (1986). Asphalt hot-mix recycling. The asphalt institute manual, Series No. 20 (MS-20), 2nd ed., College Park, Maryland, p. 46.
  • Baumgaertel, M., & Winter, H. H. (1989). Determination of discrete relaxation and retardation time spectra from dynamic mechanical data. Rheologica Acta, 28(6), 511–519. doi: 10.1007/BF01332922
  • Bennert, T., Daniel, J. S., & Mogawer, W. (2014). Strategies for incorporating higher recycled asphalt pavement percentages: Review of implementation trials in northeast states. Transportation Research Record: Journal of the Transportation Research Board, 2445, 83–93. doi: 10.3141/2445-10
  • Braham, A. F., Buttlar, W. G., Clyne, T. R., Marasteanu, M. O., & Turos, M. I. (2009). The effect of long-term laboratory aging on asphalt concrete fracture energy. Journal of the Association of Asphalt Paving Technologists, 78, 417–445.
  • Epps Martin, A., Arambula, E., Yin, F., Garcia Cucalon, L., Chowdhury, A., Lytton, R., … Park, E. S. (2014). Evaluation of the moisture susceptibility of WMA technologies (NCHRP Report 763). Washington, DC: Transportation Research Board.
  • Epps Martin, A., Zhou, F., Arambula, E., Park, E. S., Chowdhury, A., Kaseer, F., … Glover, C. (2016). The effects of recycling agents on asphalt mixtures with high RAS and RAP binder ratios (NCHRP Project 09-58 Phase II Draft Interim Report).
  • Glover, J. C., Davison, R. R., Domke, C. H., Ruan, Y., Juristyarini, P., Knorr, D. B., & Jung, S. H. (2005, August). Development of a new method for assessing asphalt binder durability with field evaluation (Report No. FHWA/TX/05-1872-2). College Station: Texas Transportation Institute, p. 334.
  • Gu, F., Zhang, Y., Luo, X., Luo, R., & Lytton, R. L. (2015). Improved methodology to evaluate fracture properties of warm-mix asphalt using overlay test. Transportation Research Record: Journal of the Transportation Research Board, 2506, 8–18. doi: 10.3141/2506-02
  • Hajj, E. Y., Souliman, M. I., Alavi, M. Z., & Salazar, L. G. L. (2013). Influence of hydrogreen bioasphalt on viscoelastic properties of reclaimed asphalt mixtures. Transportation Research Record: Journal of the Transportation Research Board, 2371, 13–22. doi: 10.3141/2371-02
  • Hanson, K. R., & Copeland, A. (2014). Asphalt pavement industry survey on recycled materials and warm-mix asphalt usage: 2014. Lanham, MD: National Asphalt Pavement Association.
  • Im, S., Zhou, F., Lee, R., & Scullion, T. (2014). Impacts of rejuvenators on performance and engineering properties of asphalt mixtures containing recycled materials. Construction and Building Materials, 53, 596–603. doi: 10.1016/j.conbuildmat.2013.12.025
  • Indiana Department of Transportation. (2016). Standard specifications. Retrieved from http://www.in.gov/dot/div/contracts/standards/book/sep15/2016Master.pdf.
  • Jemison, H., Burr, B., Davison, R., Bullin, J., & Glover, C. (1992). Application and use of the ATR, FT-IR method to asphalt aging studies. Fuel Science and Technology International, 10(4-6), 795–808. doi: 10.1080/08843759208916021
  • Jia, X., Huang, B., Bowers, B. F., & Zhao, S. (2014). Infrared spectra and rheological properties of asphalt cement containing waste engine oil residues. Construction and Building Materials, 50, 683–691. doi: 10.1016/j.conbuildmat.2013.10.012
  • Kandhal, P. S. (1977). ASTM STP 628: Low-temperature properties of bituminous materials and compacted bituminous paving mixtures. In C. R. Marek (Ed.), American society for testing and materials. Philadelphia, PA: ASTM International.
  • Lin, P., Wu, T. L., Chang, C., & Chou, B. (2011). Effects of recycling agents on aged asphalt binders and reclaimed asphalt concrete. Materials and Structures, 44(5), 911–921. doi: 10.1617/s11527-010-9675-8
  • Mallick, R., O’Sullivan, K.A., Tao, M., & Frank, R.. (2010). Why not use rejuvenator for 100% RAP recycling? 89th Annual Meeting of the Transportation Research Board, Washington, DC, Proceedings.
  • Michalica, P., Daucik, P., & Zanzotto, L. (2008). Monitoring of compositional changes occurring during the oxidative aging of two selected asphalts from different sources. Petroleum & Coal, 50(2), 1–10.
  • Mogawer, W. S., Booshehrian, A., Vahidi, S., & Austerman, A. J. (2013). Evaluating the effect of rejuvenators on the degree of blending and performance of high RAP, RAS, and RAP/RAS mixtures. Road Materials and Pavement Design, 14(Suppl. 2), 193–213. doi: 10.1080/14680629.2013.812836
  • Nayak, P., & Sahoo, U. (2015). A rheological study on aged binder rejuvenated with pongamia oil and composite castor oil. The International Journal of Pavement Engineering, 1–13. doi: 10.1080/10298436.2015.1103851
  • Nayak, P., & Sahoo, U. (2016). Rheological, chemical and thermal investigations on an aged binder rejuvenated with two nonedible oils. Road Materials and Pavement Design, 1–18. doi: 10.1080/14680629.2016.1182058
  • NCAT. (2014). NCAT researchers explore multiple uses of rejuvenators. Asphalt Technology News, 26(1), Spring. Retrieved February 24, 2015, from http://www.ncat.us/info-pubs/newsletters/spring-2014/rejuvenators.html
  • Newcomb, D. E., and J. A. Epps. (1981, June). Asphalt recycling technology: Literature review and research plan (Report No. ESL-TR-81-42). FL: Air Force Engineering and Services Center.
  • Newcomb, D., Epps Martin, A., Yin, F., Arambula, E., Park, E. S., Chowdhury, A., … Signore, J. M. (2015). Short-term laboratory conditioning of asphalt mixtures (NCHRP report 815). Washington, DC: Transportation Research Board.
  • O’Sullivan, K. A. (2011, April). Rejuvenation of reclaimed asphalt pavement (RAP) in hot mix asphalt recycling with high RAP content (M.Sc. thesis). Worcester Polytechnic Institute, University of Worcester, MA, p. 45.
  • Rowe, G. M. (2011). Prepared discussion for the AAPT paper by anderson et al.: Evaluation of the relationship between asphalt binder properties and non-load related cracking. Journal of the Association of Asphalt Paving Technologists, 80, 649–662.
  • Shen, J., Amirkhanian, S., & Miller, J. A. (2007). Effects of rejuvenating agents on superpave mixtures containing reclaimed asphalt pavement. Journal of Materials in Civil Engineering, 19(5), 376–384. doi: 10.1061/(ASCE)0899-1561(2007)19:5(376)
  • Shen, J., Huang, B., & Hachiya, Y. (2004). Validation of performance-based method for determining rejuvenator content in HMA. International Journal of Pavement Engineering, 5(2), 103–109. doi: 10.1080/10298430410001733509
  • Shen, J., & Ohne, Y. (2002). Determining rejuvenator content for recycling reclaimed asphalt pavement by SHRP binder specifications. International Journal of Pavement Engineering, 3(4), 261–268. doi: 10.1080/1029843021000083685
  • Texas Department of Transportation. (2014). Standard specifications for construction and maintenance of highways, streets, and bridges.
  • Tran, N. H., Taylor, A., & Willis, R. (2012). Effect of rejuvenator on performance properties of HMA mixtures with high RAP and RAS contents (NCAT Report 12-05). Auburn, AL: National Center for Asphalt Technology, p. 70.
  • Williams, M. L., Landel, R. F., & Ferry, J. D. (1955). The temperature dependence of relaxation mechanisms in amorphous polymers and other glass-forming liquids. Journal of the American Chemical Society, 77(14), 3701–3707. doi: 10.1021/ja01619a008.
  • Yan, J., Zhang, Z., Zhu, H., Li, F., & Liu, Q. (2014, September). Experimental study of hot recycled asphalt mixtures with high percentages of reclaimed asphalt pavement and different RAs. ASTM Journal of Testing and Evaluation, 42(5), 1183–1190.
  • Zaumanis, M., Mallick, R., & Frank, R. (2013). Evaluation of rejuvenator’s effectiveness with conventional Mix testing for 100% reclaimed asphalt pavement mixtures. Transportation Research Record: Journal of the Transportation Research Board, 2370, 17–25. doi: 10.3141/2370-03
  • Zaumanis, M., R. Mallick, and R. Frank. (2014, May). “Evaluation of different RAs for restoring aged asphalt binder and performance of 100% recycled asphalt.” Materials and Structures, 14. doi: 10.1617/s11527-014-0332-5
  • Zhou, F., Button, J. W., & Epps, J. A. (2012). Best practice for using RAS in HMA (Report No. FHWA/TX-12/0-6614-1). College Station: Texas Transportation Institute, p. 72.
  • Zhou, F., Hongsheng, L., Hu, S., Button, J., & Epps, J. (2013, July). Characterization and best use of recycled asphalt shingles in hot-mix asphalt (Report No. FHWA/TX-13/0-6614-2). College Station: Texas Transportation Institute, p. 88.
  • Zhou, F., Im, S., Morton, D., Lee, R., Hu, S., & Scullion, T. (2015). Rejuvenator characterization, blend characteristics, and proposed mix design method. Journal of the Association of Asphalt Paving Technologists, 74, 675–704.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.