journal article·2022-07-03

A long-term field study of the ability to predict thermal cracking of asphalt mixtures tested by the Bending Beam Rheometer

Abu Sufian Mohammad Asib, P. Romero

Publisher page

Abstract

If an asphalt mixture's low-temperature performance is evaluated before its application on a pavement, the costs and carbon footprint of materials in pavement maintenance and rehabilitation during cold seasons can be reduced significantly. This goal is met in this long-term study by conducting two experiments that spanned eight years. The Bending Beam Rheometer (BBR) was used in this study by following the AASHTO TP125–16 procedure. The first stage consists of documentation of in-field pavement performance and development of a ‘limit criterion’ of the low-temperature performance of asphalt mixtures on a modified Black Space diagram. The second stage shows the application of this criterion on different asphalt mixtures obtained from seven construction projects in Utah, United States, during the 2018–19 construction season. This evaluation technique helps select proper materials during the decision-making process and serves as a quality acceptance tool during construction.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Asphalt Pavement Performance Evaluation · Infrastructure Maintenance and Monitoring · Smart Materials for Construction

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Department of Civil and Environmental Engineering, University of Utah, Salt Lake City, UT, USA

Funding

Utah Department of Transportation

References (24)

Show source-provided references
1. 10.1016/j.conbuildmat.2019.06.20410.1016/j.conbuildmat.2019.06.204 ↗
2. 10.9790/9622-070105536310.9790/9622-0701055363 ↗
3. Buttlar W. G. · Transportation Research Record · 1994 · 1454
4. Clendennen C. R. · 2013
5. 10.3141/2268-1110.3141/2268-11 ↗
6. 10.1080/14680629.2011.969524710.1080/14680629.2011.9695247 ↗
7. 10.1080/14680629.2014.90813510.1080/14680629.2014.908135 ↗
8. 10.1007/978-94-007-4566-7_4410.1007/978-94-007-4566-7_44 ↗
9. 10.1061/9780784479315.02010.1061/9780784479315.020 ↗
10. Marasteanu M. · Transportation Research · 2007 · 1
11. 10.1080/14680629.2015.107701510.1080/14680629.2015.1077015 ↗
12. 10.1080/14680629.2016.126677010.1080/14680629.2016.1266770 ↗
13. 10.1007/s12205-014-0507-110.1007/s12205-014-0507-1 ↗
14. 10.1016/j.probengmech.2005.07.00710.1016/j.probengmech.2005.07.007 ↗
15. Roadview Explorer 5. (n.d.). Retrieved July 20, 2019, from Mandli Communications website: http://168.178.125.102/UtahRVX3/?cycle=2018&session_name=0111_%2B&frame=1801&isPlaying=true&playType=1
16. Romero, P., Ho, C. H. & VanFrank, K. (n.d.). Development of methods to control cold temperature and fatigue cracking for asphalt mixtures. (U. of U. D. of C. and E. Engineering, Ed.). https://rosap.ntl.bts.gov/view/dot/20429
17. Romero, P. & Jones, Z. L. (2013). Implementation of low temperature tests for asphalt mixtures to improve the longevity of road surfaces.
18. Romero, P. & Vanfrank, K. (2019). Balanced asphalt concrete mix performance in Utah Phase III: Evaluation of field materials using BBR and SCB-IFIT Tests. https://drive.google.com/file/d/12uBeWOC2dSMsg6AxzpO7W_KHrn0iTADA/view?usp=sharing
19. S. S. D. · Cold Regions Engineering · 2019 · 2015 · 229
20. Statewide Outdoor Advertising Control Program. (n.d.). Retrieved July 20, 2019, from Utah Department of Transportation website: https://www.udot.utah.gov/main/f?p=100:pg:0:1:T,V:679
21. 10.1061/9780784479315.02110.1061/9780784479315.021 ↗
22. Velásquez R. · Effect of Beam Size on the Creep Stiffness of Asphalt Mixtures at low Temperatures · 2009 · 313
23. 10.1080/1029843090328995610.1080/10298430903289956 ↗
24. 10.1177/036119810519290012210.1177/0361198105192900122 ↗