The Effect of Loose Mix Aging on the Performance of Warm Mix Asphalt

被引:0
作者
Clements, Thomas M. [1 ]
Blankenship, Phillip B. [2 ]
Mahboub, Kamyar C. [3 ]
机构
[1] Kentucky Transportat Cabinet, Frankfort, KY 40601 USA
[2] Asphalt Inst, Lexington, KY 40511 USA
[3] Univ Kentucky, Lexington, KY 40506 USA
来源
ASPHALT PAVING TECHNOLOGY 2012 | 2012年 / 81卷
关键词
warm mix asphalt; aging; performance; mechanistic properties;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Recent improvements in warm mix asphalt technologies have spurred an aggressive adoption of these new practices within the asphalt paving industry. Concerns have arisen among federal and state agencies about the effects of this line of products on the performance of asphalt pavements. An investigation of the effects of lowering mixing, aging and compaction temperatures using Meadwestvaco's Evotherm 3G (TM) 09 chemical additive while varying the loose mix aging time was performed. Hamburg Wheel-Track Testing, Flow Number, Dynamic Modulus and Fracture Energy testing were used to evaluate mechanistic properties of the materials. It was found that lowering production temperatures has a significant influence on rutting related testing and a limited to negligible effect on dynamic modulus and low temperature fracture energy testing.
引用
收藏
页码:541 / 567
页数:27
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