Projects

Assessment of Pavement Mechanistic-Empirical Design Software

🀝Sponsor: ADOT
πŸ“… 2025 – Ongoing

ADOT is interested in evaluating pre- and post-project pavement performance data for ADOT pavement designs. This study would examine recent and new ADOT construction projects and rehabilitation projects to verify the reliability, suitability, and acceptability of the results and recommendations provided by AASHTOWare Pavement ME Design 3.0 software for the performance of rigid and flexible pavements on Arizona’s roads.
The objective of this study is to evaluate the predictive performance of PaveME relative to actual pavement performance on past pavement rehabilitation projects.

Reflective Cracking Model for Airport Asphalt Overlay Design (Phase II)

🀝Sponsor: FAA
πŸ“… 2025 – Ongoing

Reflective cracking in AC overlays on existing jointed concrete pavements is considered a major pavement distress. The movement of the PCC slabs below the overlay, driven by thermal and traffic loading, leads to reflective crack growth through the AC overlay.
Sponsored by the FAA, Arizona State University, in collaboration with the University of Illinois Urbana-Champaign, is proud to launch the next phase of a groundbreaking project to solve this challenge. Building on our successful initial research, this new initiative will develop state-of-the-art, validated models to predict and jointly model reflective cracking in AC overlays on rigid airfield pavement structures.

Assessing the Consumption Costs of Motor Vehicles on Arizona Roads and Bridges

🀝Sponsor: ADOT
πŸ“… 2024 – Ongoing

The Arizona Department of Transportation (ADOT) is responsible for building, operating, and maintaining the state highway system’s roads and bridges; the primary source of funding is fuel taxes. What are the impacts of heavier and over-dimension/overweight (OD-OW) vehicles on Arizona’s transportation infrastructure compared to other vehicle classes? This research study will identify and document the current impact on Arizona’s roads and bridges by motor vehicles classified in the following three categories: passenger vehicles, commercial vehicles, and OD-OW vehicles. The study will determine the consumption costs (i.e., the costs to build, maintain, and repair the roads and bridges) for each vehicle category.


Assessment of Asphalt Shear Rutting Test Method to Improve the Performance of ADOT Asphalt Mixes

🀝Sponsor: ADOT
πŸ“… 2024 – Ongoing

The Arizona Department of Transportation (ADOT) is currently engaged in a research project to assess innovative test methods for predicting the cracking resistance of ADOT asphalt mixes across the state. The ADOT Materials Laboratory (Lab) obtained an apparatus known as the IDEAL-RT, which is used to conduct the shear rutting tests that predict the resistance to rutting (permanent deformation) of asphalt mixes. The Lab is interested in this test method to determine if it is acceptable for regular use in future rutting-resistance assessments of ADOT asphalt mixes. To refine its mix designs and improve resistance to cracking and rutting, the Lab needs valid, reliable methods to test and predict asphalt performance. This project will focus on assessing the IDEAL-RT as a tool for predicting rutting resistance. 

WideCracking

Assessment of Thermal and Durability Cracks in Asphalt Pavements in the Southwest Region

🀝Sponsor: Southwest Pavement Technology
πŸ“… 2023 – Ongoing

Durability cracking in asphalt pavements is a major deterioration mechanism in asphalt concrete (AC) pavements in areas experiencing extreme temperatures and precipitation. In this study, we develop a case study example of thermal and durability cracks widely observed in the Southwest of the United States. Significant factors and root causes influencing the occurrence of thermal durability cracks are presented using data compiled from forensic investigations of sites, field core characterization, and mechanistic assessment of conventional flexible pavement structures.

Development of Asphalt Concrete Mixture Long-Term Aging Protocol for Arizona’s Climatic Conditions

🀝Sponsor: Southwest Pavement Technology
πŸ“… 2023 – Ongoing

Field aging of asphalt concrete (AC) mixtures is a complex phenomenon that results in significant changes in the rheological properties and chemistry of binders, thereby impacting key performance characteristics of asphalt mixtures. Laboratory simulation of the field aging characteristics of asphalt concrete (AC) mixes is essential in characterizing their long-term performance. Hence, long-term aging protocols have become a key part of the Balanced Mix Design (BMD) framework adopted by many state and local agencies.

Fracture Characterization of Polymer-Modified Mixes for Applications in Diverse Climatic Regions

🀝Sponsor: Southwest Pavement Technology
πŸ“… 2021 – 2022

Although cracking resistance research has been carried out extensively in other states, a large amount of the work is not immediately applicable to Arizona, where the climate is substantially more extreme both in heat and in cold than many other parts of the country.
The main goal is to develop a balanced mix design framework that can be used across diverse climatic regions and to better understand the fracture behavior of polymer-modified mixes. 


Construction Quality Monitoring of Asphalt Pavement using Unmanned Aerial Vehicle (UAV)

🀝Sponsor: NCIT
πŸ“… 2022 – 2025

The in-place density of asphalt pavements is a key indicator of construction quality, durability, and long-term performance. Pavement construction requires coordination and monitoring to ensure proper compaction, which in turn achieves the targeted in-place density. Two major factors hindering targeted in-place density are uniform mat temperature and uniform rolling pattern. The objective of this study is to develop an automated monitoring protocol using aerial images obtained from an unmanned aerial vehicle (UAV).

Advancing Knowledge in Cracking Resistance of Fiber-reinforced Asphalt Concrete (FRAC)

🀝Sponsor: FORTA Corporation
πŸ“… 2020 – 2024

Fiber reinforcement is considered to improve the cracking resistance of asphalt concrete (AC). Fibers can delay crack propagation and improve fracture resistance through various mechanisms of crack bridging.
The main goal of this study is to investigate the cracking performance of Fiber Reinforced Asphalt Concrete (FRAC) based on comprehensive fracture characterization performed through a series of monotonic and fatigue fracture-type experiments.


 

Reflective Cracking Model for Airport Asphalt Overlay Design

🀝Sponsor: FAA
πŸ“… 2021 – 2024

Reflective cracking in hot-mix asphalt (HMA) laid over existing jointed concrete airfield and highway pavements is considered a major pavement distress. Reflective cracking mechanisms are complex due to the intertwined effects of temperature and vehicular loading, which intensify stresses in overlays.
The proposed study presents a model for the design of HMA overlay thickness to predict reflective crack growth.


Impact of Automated and Connected Trucks (Platoons) on Pavement Deterioration Mechanisms

🀝Sponsor: CCAT, ICT
πŸ“… 2020 – 2023

Automation technology offers numerous advantages to the trucking industry, including fuel savings, operational efficiencies, and the prevention of fatal crashes. Truck spacing is one of the key parameters of a truck platoon that can be optimized to balance fuel savings and pavement impact. The rest period, defining the duration between the loading applications from two consecutive trucks, can impact permanent deformations and fatigue cracking in asphalt pavements.
The main challenge with this new loading scenario is the uncertainty in the stress state configurations that may be generated during the platoon’s loading phase.