Structural Contribution of Cold In-Place Recycling Base Layer

• Published in: CivilEng Vol. 2; no. 3; pp. 736 - 746
• Main Authors: Carvajal, Mateo E., Piratheepan, Murugaiyah, Sebaaly, Peter E., Hajj, Elie Y., Hand, Adam J.
• Format: Journal Article
• Language: English
• Published: Basel MDPI AG 01.09.2021
• Subjects: 1993 AASHTO Guide; Asphalt pavements; Cement; CIR performance models; Cold; cold in-place recycling; Confidence intervals; Crack propagation; Curing; Emission standards; Emulsions; Fatigue tests; Flexible pavements; Fracture mechanics; Laboratories; performance testing; Performance tests; Recycling; Rehabilitation; Repeated loading; Roads & highways; Stress; structural layer coefficient; Viscoelasticity
• DOI: 10.3390/civileng2030040
• ISSN: 2673-4109

Cold in-place recycling (CIR) of asphalt pavements is a process that has successfully been used for many years. The use of CIR for rehabilitation offers many advantages over traditional overlays due to its excellent resistance to reflective cracking and its environmentally friendly impacts. Despite the good performance and positive sustainability aspects of CIR, the structural contribution of the CIR base layer has not been well defined. In this research, CIR mixtures were designed with different asphalt emulsions. The mixtures were then subjected to dynamic modulus, repeated load triaxial, and flexural beam fatigue testing over a range of temperature and loading conditions. The performance test data generated were then used to develop CIR rutting and fatigue performance models used in the mechanistic analysis of flexible pavements. The technique used to develop the performance models leveraged the fact that the rutting and fatigue models for individual CIR mixtures were all within the 95 percent confidence interval of each other. A mechanistic analysis was conducted using the 3D-Move Mechanistic Analysis model. With the laboratory-developed performance models, the structural layer coefficient for the CIR base layer were developed for use in the 1993 AASHTO Guide for the Design of Pavement Structures. This analysis led to the determination of an average structural coefficient of the CIR base layer of 0.25.