Rutting and moisture damage resistance of high reclaimed asphalt pavement warm mixed asphalt: loaded wheel tracking vs. conventional methods
Source abstract
Abstract
An increased potential for moisture damage and rutting has been the two main problems with warm mixed asphalt (WMA) implementation. The use of high reclaimed asphalt pavement (RAP) contents (25% or more) in WMA may alleviate these problems. At present, susceptibility to the moisture damage and rutting are usually tested for independently; however, these distress mechanisms can be linked for in-service pavements. An enhanced loaded wheel tracking test performed on dry and wet specimens, the PURWheel, is investigated in this paper to evaluate the interaction of traffic and moisture. The PURWheel is also compared with conventional rutting and moisture damage tests. PURWheel results are used to evaluate the performance of 25% and 50% RAP–WMA. Rutting and moisture susceptibility of the high RAP–WMA was comparable with current practice low RAP content hot mixed asphalt.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Asphalt Pavement Performance Evaluation · Infrastructure Maintenance and Monitoring · Railway Engineering and Dynamics
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (47)
Show source-provided references
1. Abbas A. R. · 2011
2. Aschenbrener T. · Transportation Research Record: Journal of the Transportation Research Board · 1995 · 1492 · 193
3. Aschenbrener T. · 1993
4. Austerman, A. J., Mogawer, W. S. and Bonaquist, R. Proceedings of transportation research board 88th annual meeting, Paper No. 09-1279. Evaluating the effects of warm mix asphalt technology additive dosages on the workability and durability of asphalt mixtures containing recycled asphalt pavement, January 11–15. Washington, DC
5. Azari H. · 2010
6. Boggs W. · 2008 · 16
7. Collins R. · Transportation Research Record: Journal of the Transportation Research Board · 1996 · 1545 · 16110.3141/1545-21 ↗
8. Copeland A. · 2011
9. Copeland A. · Transportation Research Record: Journal of the Transportation Research Board · 2010 · 2179 · 9310.3141/2179-11 ↗
10. Diefenderfer S. D. · 2010
11. Doyle J. D. · 2011
12. Doyle J. D. · 2010
13. Doyle J. D. · Journal of Materials in Civil Engineering · 2012 · 24 · 10210.1061/(ASCE)MT.1943-5533.0000356 ↗
14. Doyle J. D. · Asphalt Paving Technology: Journal of the Association of Asphalt Paving Technologists · 2011 · 80 · 419
15. Epps J. A. · 2000
16. Federal Highway Administration (FHWA) · 1988
17. Hicks R. G. · 1991
18. Hodo, W. D., Kvasnak, A. and Brown, E. R. Proceedings of transportation research board 88th annual meeting, Paper No. 09-3789. Investigation of foamed asphalt (warm mix asphalt) with high reclaimed asphalt pavement (RAP) content for sustainment and rehabilitation of asphalt pavement, January 11–15. Washington, DC
19. Howard, I. L. and Doyle, J. D. Proceedings of transportation research board 91st annual meeting, Paper No. 12-0564. Comparison of available density measurement methods applicable to design and construction, January 22–26. Washington, DC
20. Howard I. L. · Advances in Civil Engineering Materials · 2012 · 1 · 110.1520/ACEM103920 ↗
21. Howard I. L. · 2010
22. Hurley G. C. · 2005
23. Hurley G. C. · 2006
24. Kandhal P. S. · 2003
25. Kanitpong K. · International Journal of Pavement Engineering · 2008 · 9 · 910.1080/10298430600965122 ↗
26. Kiggundu B. N. · 1988
27. Kvasnak, A., West, R., Moore, J., Nelson, J., Turner, P. and Tran, N. Proceedings of transportation research board 88th annual meeting, Paper No. 09-3703. Case study of warm mix asphalt moisture susceptibility Birmingham, January 11–15. Washington, DC
28. Little D. · 2003
29. Lottman R. P. · 1978
30. Lottman R. P. · 1982
31. Lu Q. · 2005
32. Mallick R. B. · Transportation Research Record: Journal of the Transportation Research Board · 2008 · 2051 · 7110.3141/2051-09 ↗
33. Mejías-Santiago, M., Doyle, J. D., Howard, I. L. and Brown, E. R. Proceedings of 2nd international warm mix conference. St. Louis, MO. Moisture damage potential for warm mix asphalt containing reclaimed asphalt pavement, October 11–13.
34. Middleton B. · Transportation Research Record: Journal of the Transportation Research Board · 2009 · 2126 · 1910.3141/2126-03 ↗
35. Mogawer, W. S., Austerman, A. J., Bonaquist, R. and Roussel, M. Proceedings of transportation research board 90th annual meeting, Paper No. 11-1859. Performance characteristics of thin lift overlay mixtures containing high RAP content, RAS, and warm mix asphalt technology, January 23–27. Washington, DC
36. Mogawer W. S. · Asphalt Paving Technology: Journal of the Association of Asphalt Paving Technologists · 2011 · 80 · 491
37. Nielson J. · 2010
38. Pan C. · 199910.5703/1288284313476 ↗
39. Prowell B. D. · Transportation Research Record: Journal of the Transportation Research Board · 2007 · 1998 · 9610.3141/1998-12 ↗
40. Rand D. A. · 2006
41. Richardson C. · 1912
42. Stiady J. L. · 200310.5703/1288284313276 ↗
43. Terrel R. L. · Transportation Research Record: Journal of the Transportation Research Board · 1993 · 1386 · 31
44. Tunnicliff D. G. · 1984
45. Tunnicliff D. G. · 1995
46. Willis, J. R., West, R., Nelson, J., Taylor, A. and Leatherman, K. Proceedings of 2nd international warm mix conference. St. Louis, MO. Combining warm mix asphalt technologies with mixtures containing reclaimed asphalt pavement, October 11–13.
47. Zaniewski J. · 2006