Date Approved
2-1-2021
Embargo Period
2-2-2021
Document Type
Dissertation
Degree Name
PhD Doctor of Philosophy
Department
Civil and Environmental Engineering
College
Henry M. Rowan College of Engineering
Sponsor
New Jersey Department of Transportation
Advisor
Mehta, Yusuf
Committee Member 1
Bendjilali, Nasrine
Committee Member 2
Cleary, Douglas
Keywords
accelerated pavement testing, fatigue cracking, HMA overlays, reflection cracking, S-VECD, strain data analysis
Subject(s)
Pavements--Performance; Pavements--Maintenance and repair
Disciplines
Civil and Environmental Engineering
Abstract
This study was initiated with the aim of investigating the cracking performance, rutting performance, and cost effectiveness of specialty and composite HMA mixtures utilized in New Jersey to rehabilitate deteriorated rigid pavements. As such, four, plant-produced, specialty HMA overlay mixtures currently used in New Jersey were evaluated in this study. These overlay mixtures included: a dense-graded, 9.5-SP mixture, a gap-graded, 12.5-SMA mixture, a dense graded, 4.75-HPTO mixture, and a uniformly graded, 4.75-BRIC mixture. The 9.5-SP, 12.5-SMA, and 4.75-HPTO mixtures were produced using PG 76-22 binder while the 4.75-BRIC was contained a PG 70-28 binder. The laboratory cracking and rutting performance of the mixtures were assessed using the overlay test, the dynamic modulus test, uniaxial cyclic fatigue test, bending beam fatigue test, and asphalt pavement analyzer test. The field reflection cracking performance of the HMA overlay mixtures were assessed by performing accelerated pavement testing on six full-scale, field sections. The field sections contained a similar substructure. However, the overlays utilized on the field sections consisted of a 9.5-SP, 12.5-SMA, 4.75-HPTO, 9.5-SP & 4.75-BRIC, 12.5-SMA & 4.75-BRIC overlay, and 4.75-HPTO & 4.75BRIC. Based on the results of the study it was determined that the use of a 4.75-BRIC interlayer generally improved the reflection cracking performance and overall cost effectiveness of the conventional and specialty overlay mixtures.
Recommended Citation
Francois, Andrae Anthony, "Investigation of the Load-Induced Cracking and Rutting Performance of Specialty Hot Mix Asphalt Overlay Mixtures" (2021). Theses and Dissertations. 2866.
https://rdw.rowan.edu/etd/2866