Laboratory investigation of the influence of warm asphalt additives on long-term performance properties of CRM binders

International Journal of Pavement Engineering

Volumn 11, Issue 2, 2010, Pages 153-160

  Akisetty, Chandra K ^a   Lee, Soon Jae ^b   Amirkhanian, Serji N ^a  

^a AMRL   (United States)

^b TEXAS STATE UNIVERSITY   (United States)

Author keywords

Low temperature cracking; Rubberised binder; Warm asphalt additive

Indexed keywords

ASPHALT BINDERS; BENDING BEAM RHEOMETER; CRM BINDER; DYNAMIC SHEAR RHEOMETER; EXPERIMENTAL ANALYSIS; FATIGUE CRACKING; INTERMEDIATE TEMPERATURES; LABORATORY INVESTIGATIONS; LONG TERM PERFORMANCE; LONG-TERM PROPERTIES; LOW-TEMPERATURE CRACKING; POSITIVE EFFECTS; ROLLING THIN FILM OVENS; ROTATIONAL VISCOMETER; RUTTING RESISTANCE; SUPERPAVE; WARM ASPHALT ADDITIVE;

ADDITIVES; ASPHALT; BENDING TESTS; CRACKING (CHEMICAL); RHEOMETERS;

BINDERS;

EID: 72449157048     PISSN: 10298436     EISSN: 1477268X     Source Type: Journal    
DOI: 10.1080/10298430903197225     Document Type: Article

References (27)

1. Akisetty, C.K., Lee, S.-J., and Amirkhanian, S., 2009. High temperature properties of rubberized binders containing warm asphalt additives. Construction and Building Materials, 23 (1), 565-573.
2. Amirkhanian, S. and Corley, M., 2004. Utilization of rubberized asphalt in the United States - an overview. Proceedings of 04 international symposium advanced technologies in asphalt pavements, South Korea, 3-13.
3. Bahia, H.U. and Davis, R., 1994. Effect of crumb rubber modifiers (CRM) on Performance related properties of asphalt binders. Journal of the Association of Asphalt Paving Technologists, 63, 414-449.
4. Butz, T., Rahimian, I., and Hildebrand, G., 2001. Modification of road bitumens with the Fischer-Tropsch paraffin Sasobit. Journal of Applied Asphalt Binder Technology, 1 (2), 70-86.
5. Edwards, Y. and Redelius, P., 2003. Rheological effects of waxes in bitumen. Energy & Fuels, 17, 511-520.
6. Edwards, Y., Tasdemir, Y., and Isacsson, U., 2006. Rheological effects of commercial waxes and phosporic acid in bitumen 160/22 - low temperature performance. Fuel, 85, 989-997. (Pubitemid 43031434)
7. Gandhi, T. and Amirkhanian, S., 2007. Laboratory investigation of warm asphalt binder properties - a preliminary investigation. MAIREPAV5 proceedings, Park City, Utah, Vol.5, 475-480.
8. Gandhi, T., 2008. Effects of warm asphalt additives on asphalt binder and mixture properties, Dissertation (PhD). Clemson University.
9. Gawel, I. and Czechowski, F., 1998. Wax content of bitumens and its composition. Erdol Erdgas Kohle, 114 (10), 507-509.
10. Huang, B., et al., 2002. Louisiana experience with crumb rubbermodified hot-mix asphalt pavement. Transportation Research Record: Journal of the Transportation Research Board, (1789), 1-13.
11. Hurley, G. and Prowell, B., 2005a. Evaluation of Aspha-Minw for use in warm mix asphalt, NCAT Report 05-104, Auburn.
12. Hurley, G. and Prowell, B., 2005b. Evaluation of Sasobitw for use in warm mix asphalt, NCAT Report 05-06, Auburn.
13. Hurley, G. and Prowell, B., 2006. Evaluation of Evothermw for use in warm mix asphalt, NCAT Report 06-102, Auburn.
14. Lee, S.-J., Amirkhanian, S., and Shatanawi, K., 2006. Effects of crumb rubber on aging of asphalt binders, Asphalt Rubber 2006. Palm Springs, California. Vol.3, 779-795.
15. Lee, S.-J., Akisetty, C.K., and Amirkhanian, S., 2008a. The effect of crumb rubber modifier on the performance properties of rubberized binders in HMA pavements. Construction and Building Materials, 22 (7), 1368-1376.
16. Lee, S.-J., Akisetty, C.K., and Amirkhanian, S., 2008b. Recycling of laboratory-prepared long-term aged binders containing crumb rubber modifier. Construction and Building Materials, 22 (9), 1906-1913.
17. Liang, R.Y. and Lee, S., 1996. Short-term and long-term aging behavior of rubber modified asphalt paving mixtures. Transportation Research Record: Journal of the Transportation Research Board, (1530), 11-17.
18. National Asphalt Pavement Association Research and Education Foundation, 1996. Hot mix asphalt materials, mixture design and construction, Lanham, MD.
19. Planche, J.P., et al., 1998. Using thermal analysis methods to better understand asphalt rheology. Thermochimica Acta, 324, 223-227.
20. Putman, B.J., 2005. Qualification of the effects of crumb rubber in CRM binder, Dissertation (PhD). Clemson University.
21. Ruth, B.E. and Roque, R., 1995. Crumb rubber modifier (CRM) in asphalt pavements. Proceedings of the transportation congress, 768-785.
22. Shen, J., Amirkhanian, S., and Lee, S.-J., 2005. Effects of rejuvenating agents on recycled aged rubber modified binders. The International Journal of Pavement Engineering, 6 (4), 273-279.
23. Shen, J., et al., 2006. Recycling of laboratory-prepared RAP mixtures containing crumb rubber modified binders in HMA. Transportation Research Record, 1962, 71-78.
24. Shen, J., Amirkhanian, S., and Lee, S.-J., 2007. HP-GPC characterization of rejuvenated aged CRM binders. Journal of Materials in Civil Engineering, ASCE, 19 (6), 515-522.
25. Soenen, H., et al., 2004. Isothermal hardening in bitumen and in asphalt mix, Eurasphalt & eurobitume congress, Vienna, Report No. 135.
26. The Asphalt Institute, 2003. Performance graded asphalt binder specification and testing, SP-1. Lexington, KY: The Asphalt Institute.
27. Xiao, F.P., 2006. Development of fatigue predictive models of rubberized asphalt concrete (RAC) containing reclaimed asphalt pavement (RAP) mixtures. Dissertation (PhD). Clemson University.