Comparison of asphalt mixture specimen fabrication methods and binder tests for cracking evaluation of field mixtures

被引:21
作者
Daniel, Jo Sias [1 ]
Corrigan, Matthew [2 ]
Jacques, Christopher [3 ]
Nemati, Rasool [1 ]
Dave, Eshan, V [1 ]
Congalton, Ashton [1 ]
机构
[1] Univ New Hampshire, Dept Civil & Environm Engn, Durham, NH 03824 USA
[2] Fed Highway Adm, Washington, DC 20591 USA
[3] AECOM, Chelmsford, MA USA
关键词
cracking; RAP; specimen type; binder testing; mixture testing;
D O I
10.1080/14680629.2018.1431148
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
One of the most influential variables in determining the performance-based properties of the asphalt mixtures is the specimen fabrication method. This study investigates the impact of specimen fabrication methods through a comprehensive study of six test sections constructed in 2011that include a range of RAP contents and two different virgin binders. Complex modulus and fatigue characterisation was conducted on asphalt binders and mixtures. Three specimen fabrication methods were evaluated: specimens compacted from plant sampled loose mix with and without reheating, and specimens fabricated from raw materials in the laboratory. Predicted performance from lab tests were compared to field performance. The mixtures with PG 58-28 binder showed expected trends with increasing RAP content (higher modulus, lower phase angle); however, mixes with PG 52-34 did not. Similar trends were observed for specimens fabricated with plant mix (not reheated), and the specimens fabricated with raw materials in the lab. Binder results and performance prediction using the plant mix agree with the observations in the field.
引用
收藏
页码:1059 / 1075
页数:17
相关论文
共 17 条
[1]  
Anderson RM, 2011, J ASSOC ASPHALT PAV, V80, P615
[2]  
Daniel JS, 2013, J ASSOC ASPHALT PAV, V82, P327, DOI 10.1080/14680629.2013.812840
[3]   Evaluation of Production, Construction, and Properties of High Reclaimed Asphalt Pavement Mixture [J].
Diefenderfer, Stacey ;
Nair, Harikrishnan .
TRANSPORTATION RESEARCH RECORD, 2014, (2445) :75-82
[4]  
ESLAMINIA M, 2012, PROCEEDINGS OF THE 7, V7, P20, DOI DOI 10.1109/IWAISE.2012.15
[5]  
Glover C. J., 2005, USITC PUBL, VFHWA/TX-05/1872-2
[6]  
Islam M.R., 2015, Transportation Research Record: Journal of the Transportation Research Board
[7]  
Johnson E., 2010, Incorporation of Recycled Asphalt Shingles in Hot-Mixed Asphalt Pavement Mixtures
[8]   Effects of reclaimed asphalt pavement content and virgin binder grade on properties of plant produced mixtures [J].
McDaniel, Rebecca S. ;
Shah, Ayesha ;
Huber, Gerald A. ;
Copeland, Audrey .
Road Materials and Pavement Design, 2012, 13 (SUPPL. 1) :161-182
[9]  
Mensching D.J., 2014, Journal of Association of Asphalt Paving Technologists, V83, P37, DOI DOI 10.1080/14680629.2014.926617
[10]  
Mogawer W.S., 2015, ASPHALT PAVING TECHN, P705