Abstract
Because of aged binder, high reclaimed asphalt pavement (RAP) content mixes are susceptible to cracking failures and are less workable than virgin mixtures. The potential of six differently originated recycling agents was evaluated in this study to restore the desired binder properties using conventional binder test methods and the results were compared with performance-related test results of 100 % RAP mixture. Binder test results showed that application of organic products require much lower dose to provide the same softening effect as petroleum products. The workability of binder and mixture was improved compared to RAP, but remained lower than that of reference virgin mixture. All rejuvenated mixtures proved to be very rut resistant. Low temperature performance of RAP, measured by creep compliance at −10 °C, was improved with the application of all recycling agents and RAP mixes rejuvenated with waste vegetable products even performed equal or better than virgin mixture. Organic oil and both waste vegetable products provided the best performance in binder and mixture fatigue resistance tests as measured by linear amplitude sweep and fracture work density respectively. Overall, the organic products outperformed the petroleum based additives in most tests, which partly can be attributed to un-optimized recycling agent dose. It was observed that penetration test may be a good indicator for initial selection of optimum dose since the results provide indication of rut resistance as well as fatigue performance of mixture and can be easily predicted using an exponential relationship that was developed in the research.
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References
Al-Qadi IL, Elseifi MA, Carpenter SH (2007) Reclaimed asphalt pavement—a literature review. Report No. FHWA-ICT-07-001. Illinois Center for Transportation, Springfield
Burke K, Hesp SA (2011) Penetration testing of waste engine oil residue modified asphalt cements. Proceedings of the first conference of transportation research group of India (CTRG), 7–10 Dec, Bangalore
Carpenter S, Wolosick J (1980) Modifier influence in the characterization of hot-mix recycled material. Transp Res Rec 777:15–22
Christensen D (1998) Analysis of creep data from indirect tension test on asphalt concrete. J Assoc Asph Paving Technol 67:458–492
Christensen DW, Bonaquist RF (2004) Evaluation of indirect tensile test (IDT) procedures for low-temperature performance of hot mix asphalt. National Cooperative Highway Research Program, Washington (DC), NCHRP Report No. 530
Heuklom W (1969) A bitumen test data chart for showing the effect of temperature on the mechanical behaviour of asphaltic bitumens. J Inst Pet Technol 55:404–417
Hintz C, Velasquez R, Johnson C, Bahia H (2011) Modification and validation of the linear amplitude sweep test for binder fatigue. Transp Res Rec 2207:99–106. doi:10.3141/2207-13
Huang B, Li G, Vukosavljevic D, Shu X, Egan BK (2005) Laboratory investigation of mixing hot-mix asphalt with reclaimed asphalt pavement. Transp Res Rec 1929:37–45. doi:10.3141/1929-05
Maples RE (2000) Petroleum refinery process economics, 2nd edn. PennWell, Tulsa
National Renderers Association (2009) A buyer’s guide to rendered fats. render. The International Magazine of Rendering. http://www.rendermagazine.com/. Accessed 27 Nov 2013
Pratico FG, Dattola V (2009) Factors affecting recovered asphalt binder properties: A theoretical and experimental study. Advanced testing and characterization of bituminous materials. Taylor & Francis, London
Read J, Whiteoak D (2003) The Shell Bitumen handbook, 5th edn. Thomas Telford, London
Roberts F, Kendhal P, Brown ER, Lee DY, Kennedy T (2009) Hot mix asphalt materials, mixture design and construction, 3rd edn. National Asphalt Pavement Association Research and Education Foundation, Lanham
Tocci L (2013) Refining: alluring and alarming. Lubes’n’Greases 19:1
Tran NH, Taylor A, Willis R (2012) Effect of rejuvenator on performance properties of HMA mixtures with high RAP and RAS contents. Report No. 12-05, National Center for Asphalt Technology, Auburn
US Environmental Protection Agency (2012) Screening-level hazard characterization of high production volume chemicals (aromatic extracts). Hazard Characterization Department
Wen H (2012) Use of fracture work density obtained from indirect tensile testing for mix design and development of a fatigue model. Int J Pavement Eng. doi:10.1080/10298436.2012.729060
Zaumanis M, Mallick RB (2014) Review of very high-content reclaimed asphalt use in plant-produced pavement: state of the art. Int J Pavement Eng. doi:10.1080/10298436.2014.893331
Zaumanis M, Jansen J, Haritonovs V, Smirnovs J (2012) Development of calculation tool for assessing the energy demand of warm mix asphalt. Proc Soc Behav Sci 48:163–172. doi:10.1016/j.sbspro.2012.06.997
Zaumanis M, Mallick RB (2013) Finite element modeling of rejuvenator diffusion in RAP binder film—simulation of plant mixing process. Multi-Scale Model Charact Infrastruct Mater 8:408–419. doi:10.1007/978-94-007-6878-9_30
Zaumanis M, Mallick RB, Frank R (2013) Evaluation of rejuvenator’s effectiveness with conventional mix testing for 100% RAP mixtures. Transp Res Rec 2370:17–25. doi:10.3141/2370-03
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Zaumanis, M., Mallick, R.B. & Frank, R. Evaluation of different recycling agents for restoring aged asphalt binder and performance of 100 % recycled asphalt. Mater Struct 48, 2475–2488 (2015). https://doi.org/10.1617/s11527-014-0332-5
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DOI: https://doi.org/10.1617/s11527-014-0332-5