Glover, C. J., Arambula, E., Estakhri, C., Lytton, R., Liu, G., Rose, A. A., Tong, Y., Gu, F., & Ling, M. (2013). 0-6613 : evaluate binder and mixture aging for warm mix asphalt (Report No. 0-6613). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/26840
Glover, Charles J., Edith Arambula, Cindy Estakhri, Robert Lytton, Guanlan Liu, Avery A. Rose, Yunwei Tong, Fan Gu, and Meng Ling. 0-6613 : evaluate binder and mixture aging for warm mix asphalt. Report no. 0-6613. Texas A&M Transportation Institute, 2013. https://rosap.ntl.bts.gov/view/dot/26840.
Glover, Charles J., et al. 0-6613 : evaluate binder and mixture aging for warm mix asphalt. Texas A&M Transportation Institute, 2013, Report no. 0-6613, ROSA P. https://rosap.ntl.bts.gov/view/dot/26840.
Warm mix asphalt (WMA) technologies employ reduced
;
mixing and placement temperatures, thereby allowing
;
reduced fuel consumption, enhanced compaction,
;
increased haul distances, and an extended paving
;
season. However, there have been issues of concern in
;
WMA including binder oxidation, binder absorption,
;
and the impact of both of these issues on pavement
;
durability.
Glover, C. J., Arambula, E., Estakhri, C., Lytton, R., Liu, G., Rose, A. A., Tong, Y., Gu, F., & Ling, M. (2013). 0-6613 : evaluate binder and mixture aging for warm mix asphalt (Report No. 0-6613). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/26840
Glover, Charles J., Edith Arambula, Cindy Estakhri, Robert Lytton, Guanlan Liu, Avery A. Rose, Yunwei Tong, Fan Gu, and Meng Ling. 0-6613 : evaluate binder and mixture aging for warm mix asphalt. Report no. 0-6613. Texas A&M Transportation Institute, 2013. https://rosap.ntl.bts.gov/view/dot/26840.
Glover, Charles J., et al. 0-6613 : evaluate binder and mixture aging for warm mix asphalt. Texas A&M Transportation Institute, 2013, Report no. 0-6613, ROSA P. https://rosap.ntl.bts.gov/view/dot/26840.
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