On the degree of binder activity of reclaimed asphalt and degree of blending with recycling agents
Source abstract
Abstract
It is common practice to assume full blending of the aged binder of reclaimed asphalt (RA) within the design of new asphalt mixtures. Although being practical, this assumption has often led designers to asphalt mixtures lacking binder. Hence, going towards recycled asphalt mixtures (RAM) there is a need to have a better understanding of the blending phenomena, to have a general agreement on terminology and finally adapting RA classification and mix design procedures accordingly. This manuscript aims at being both a reference and stimulus for the scientific community to work in this direction and on this basis provides a nomenclature and a theoretical framework of the blending phenomena. The study is built upon a literature review on definitions, methods and influencing factors related with the blending phenomena and as a result, an intrinsic property of RA, the Degree of binder Activity (DoA), is introduced for the sake of improving RA classification. Furthermore, the two well-known concepts of the Degree of Blending (DoB) and the Degree of binder Availability (DoAv) are redefined, within the proposed framework, together with practical suggestions to introduce them in mix design procedures.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Asphalt Pavement Performance Evaluation · Infrastructure Maintenance and Monitoring · Innovative concrete reinforcement materials
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Nottingham Transportation Engineering Centre (NTEC), University of Nottingham, Nottingham, UK
Dipartimento di Ingegneria, University of Palermo, Italy, IT
Department of Transportation Engineering, Polytechnic School, University of São Paulo, São Paulo, SP, Brazil
University of Belgrade, Faculty of Civil Engineering, Belgrade, Serbia
Department of Civil, Industrial Engineering (DICI), University of Pisa, Pisa, Italy
Funding
Conselho Nacional de Desenvolvimento Científico e Tecnológico
References (76)
Show source-provided references
1. AASTHO M323-12 · 2012
2. 10.1061/(ASCE)MT.1943-5533.000223010.1061/(ASCE)MT.1943-5533.0002230 ↗
3. 10.1617/s11527-018-1220-110.1617/s11527-018-1220-1 ↗
4. AllBack2Pave. (2014). Retrieved from http://allback2pave.fehrl.org/
5. Al-Qadi, I., Carpenter, S., Roberts, G., Ozer, H., Aurangzeb, Q., Elseifi, M. & Trepanier, J. (2009). Determination of usable residual asphalt binder in RAP. Retrieved from http://hdl.handle.net/2142/13714
6. Al-Qadi I. · 2007
7. 10.1177/036119811878763410.1177/0361198118787634 ↗
8. ASTM 2172-17 · 2017
9. 10.1061/(ASCE)MT.1943-5533.000072610.1061/(ASCE)MT.1943-5533.0000726 ↗
10. 10.1016/j.conbuildmat.2013.10.00310.1016/j.conbuildmat.2013.10.003 ↗
11. 10.1016/j.fuel.2014.05.05910.1016/j.fuel.2014.05.059 ↗
12. 10.1016/j.conbuildmat.2015.09.05210.1016/j.conbuildmat.2015.09.052 ↗
13. Campher L. · 2012
14. 10.3141/2574-0610.3141/2574-06 ↗
15. 10.1111/jmi.1241210.1111/jmi.12412 ↗
16. 10.1016/j.jclepro.2017.02.05510.1016/j.jclepro.2017.02.055 ↗
17. 10.1016/j.conbuildmat.2013.06.01210.1016/j.conbuildmat.2013.06.012 ↗
18. Coffey, S., Dubois, E., Mehta, Y. & Purdy, C. (2013). Determine the impact of degree of blending between virgin and reclaimed asphalt binder on predicted pavement performance using Mechanistic-Empirical design Guide (MEPDG). Transportation research Board (TRB) 92nd Annual Meeting, Washington, DC.10.1016/j.conbuildmat.2013.06.012 ↗
19. Copeland, A. (2011). Reclaimed asphalt pavement in asphalt mixtures: State of the practice. Report No. FHWA-HRT-11-021. McLean. Retrieved from https://doi.org/10.1016/j.proeng.2016.06.11910.1016/j.proeng.2016.06.119 ↗
20. COREPASOL. (2014). Retrieved from http://silnice.fsv.cvut.cz/corepasol/
21. 10.14311/EE.2016.05010.14311/EE.2016.050 ↗
22. Di Mino, G., Di Liberto, C. M., Noto, S., Wellner, F., Blasl, A., Airey, G. & Lo Presti, D. (2015). AllBack2Pave AllBack2Pave end-user manual. Retrieved from http://www.cedr.eu/download/other_public_files/research_programme/call_2012/recycling/allback2pave/AllBack2Pave_End-User-Manual.pdf
23. 10.1016/j.conbuildmat.2016.09.02510.1016/j.conbuildmat.2016.09.025 ↗
24. 10.1016/j.conbuildmat.2017.11.13810.1016/j.conbuildmat.2017.11.138 ↗
25. 10.1016/j.fuel.2016.02.02210.1016/j.fuel.2016.02.022 ↗
26. DIRECT-MAT. (2011). Retrieved from http://direct-mat.fehrl.org/
27. EARN. (2014). Retrieved from https://trl.co.uk/projects/effects-availability-road-network-earn
28. EN 12697-1 · 2012
29. 10.5276/JSWTM.2013.10110.5276/JSWTM.2013.101 ↗
30. 10.1061/(ASCE)MT.1943-5533.000240310.1061/(ASCE)MT.1943-5533.0002403 ↗
31. 10.1080/10298436.2015.106600310.1080/10298436.2015.1066003 ↗
32. 10.3141/2294-0610.3141/2294-06 ↗
33. 10.3141/2574-0710.3141/2574-07 ↗
34. 10.1617/s11527-015-0541-610.1617/s11527-015-0541-6 ↗
35. Hossain, M., Musty, H. Y. & Sabahfer, N. (2012). Use of high-volume reclaimed asphalt pavement (RAP) for asphalt pavement rehabilitation due to increased highway truck traffic from freight transportation. Retrieved from https://digitalcommons.unl.edu/matcreports/74/
36. Howard, I. L., Cooley, L. A. & Doyle, J. (2009). Laboratory testing and economic analysis of high rap warm mixed asphalt. Jackson, MS 39215-1850. Retrieved from https://rosap.ntl.bts.gov/view/dot/20311
37. 10.1177/036119810519290010510.1177/0361198105192900105 ↗
38. 10.1080/14680629.2014.92662510.1080/14680629.2014.926625 ↗
39. 10.1080/14680629.2015.102970710.1080/14680629.2015.1029707 ↗
40. 10.1177/036119811882136610.1177/0361198118821366 ↗
41. Kaseer F. · Journal of the Association of Asphalt Paving Technologists · 2018 · 87 · 513
42. 10.1080/14680629.2014.92741110.1080/14680629.2014.927411 ↗
43. 10.1016/j.proeng.2015.07.12310.1016/j.proeng.2015.07.123 ↗
44. 10.1016/j.jclepro.2016.05.09310.1016/j.jclepro.2016.05.093 ↗
45. Lo Presti, D., Vasconcelos, K., Menegusso Pires, G., Jimenez Del Barco Carrion, A., Zaumanis, M., Orešković, M. … Tebaldi, G. (2017). RILEM TC 264-RAP – Task Group 5 – Degree of Asphalt binder activation. Retrieved from https://www.researchgate.net/project/RILEM-TC-RAP-Task-Group-5-Degree-of-asphalt-binder-activation
46. McDaniel, R. S., Soleymani, H., Anderson, R. M., Turner, P. & Peterson, R. (2000). Recommended use of reclaimed asphalt pavement in the superpave mix design method. NCHRP Web Document 30 (Project D9-12). Transportation Research Board 0f National Academics, Washington, DC (Vol. 30). Retrieved from http://onlinepubs.trb.org/onlinepubs/nchrp/nchrp_w30-a.pdf
47. 10.1080/14680629.2012.65707010.1080/14680629.2012.657070 ↗
48. 10.1080/14680629.2013.81283610.1080/14680629.2013.812836 ↗
49. Mollenhauer, K., De Bock, L., Olesen, E., Brosseaud, Y., Gaspar, L., McNally, C. … Wik, O. (2010). Deliverable D5: Synthesis of national and international documents on existing knowledge regarding the recycling of reclaimed road materials in asphalt.
50. 10.3141/2370-0110.3141/2370-01 ↗
51. 10.1016/j.conbuildmat.2012.07.04810.1016/j.conbuildmat.2012.07.048 ↗
52. Newcomb, D. E., Ray Brown, E. & Epps, J. A. (2007). Designing HMA mixtures with high RAP content: A practical guide, 41. Retrieved from www.asphaltpavement.org
53. 10.5276/JSWTM.2013.23410.5276/JSWTM.2013.234 ↗
54. 10.1080/14680629.2001.968990610.1080/14680629.2001.9689906 ↗
55. 10.1201/9781315100333-18710.1201/9781315100333-187 ↗
56. 10.1007/978-94-007-5104-010.1007/978-94-007-5104-0 ↗
57. 10.3141/2444-0810.3141/2444-08 ↗
58. Re-Road. (2012). Retrieved from http://re-road.fehrl.org/
59. 10.1016/j.compositesb.2014.07.02510.1016/j.compositesb.2014.07.025 ↗
60. 10.1016/j.resconrec.2013.01.01810.1016/j.resconrec.2013.01.018 ↗
61. 10.1016/j.conbuildmat.2010.06.04510.1016/j.conbuildmat.2010.06.045 ↗
62. 10.3141/1661-0210.3141/1661-02 ↗
63. Stephens, J., Mahoney, J. & Dippold, C. (2001). Determination of the PG binder grade to use in a RAP mix. Retrieved from https://rosap.ntl.bts.gov/view/dot/14366
64. 10.1080/14680629.2015.102967810.1080/14680629.2015.1029678 ↗
65. SUP&R ITN. (2017). Retrieved from http://superitn.eu
66. Tebaldi, G. & Dave, E. V. (2015). RILEM Technical Committee 264-RAP “Asphalt Pavement Recycling”. Retrieved from https://www.rilem.net/groupe/264-rap-asphalt-pavementrecycling-335
67. 10.1617/s11527-018-1238-410.1617/s11527-018-1238-4 ↗
68. 10.1617/s11527-018-1253-510.1617/s11527-018-1253-5 ↗
69. 10.1016/j.jclepro.2019.01.10510.1016/j.jclepro.2019.01.105 ↗
70. 10.1016/j.conbuildmat.2018.01.05510.1016/j.conbuildmat.2018.01.055 ↗
71. 10.1016/j.conbuildmat.2017.12.03010.1016/j.conbuildmat.2017.12.030 ↗
72. 10.1061/(ASCE)MT.1943-5533.000209510.1061/(ASCE)MT.1943-5533.0002095 ↗
73. 10.1177/036119811878070310.1177/0361198118780703 ↗
74. 10.3141/2506-0710.3141/2506-07 ↗
75. 10.3141/2506-0810.3141/2506-08 ↗
76. 10.1016/j.matdes.2015.10.08610.1016/j.matdes.2015.10.086 ↗