1.19: Assessing Presence and Impact of REOB(Recycled Engine Oil Bottoms) on Asphalt

Project 1.19 Summary: Asphalt material producers sometimes incorporate Recycled Engine Oil Bottoms (REOB) intopaving asphalt in order to alter its performance grade (PG). State Departments of Transportationexpress concern that REOB decreases pavement lifetime, even though it does not violate thespecifications that are intended to ensure good performance. This research project Read more…

C19.2020: Damage Modeling, Monitoring, and Assessment of Bridge Scour and Water Borne Debris Effect for Enhanced Structural Life

Project C19.2020 Summary: Many Bridges failed during flooding events due to bridge scour or waterborne debris impacts or their combinations. It is essential to evaluate the risk of bridge failures before flooding and make predictive management to ensure the safety of the bridge. The present study is proposed by an Read more…

C21.2022: Prediction and Prevention of Bridge Performance Degradation due to Corrosion, Material Loss, and Microstructural Changes

Project C21.2022 Summary: The proposed research merges a materials science and engineering approach to corrosionscience with structural engineering approaches to bridge inspection and assessment to generateand implement a corrosion prediction model for bridge inspection and asset management systems.We build on prior work identifying the progression of corrosion as a function Read more…

Drone Flying with UMaine sign in background

Project 1.12: Improved UAV-Based Structural Inspection Techniques and Technologies for Northeast Bridges

Project Summary: Unmanned aerial vehicles (UAVs) or “drones” are revolutionizing some basic reconnaissance, including structural inspections. This project seeks to enhance and expand the range of applications for unmanned aerial vehicles (UAVs) to aid inspection of transportation structures. This project is primarily aimed at UAV modifications to allow new ways Read more…

Project 1.13: Structural Integrity, Safety, and Durability of Critical Members and Connections of Old Railroad Bridges under Dynamic Service Loads and Conditions

Project 1.13 Summary: Most of the New England railway bridges were designed and built more than a century ago withoutdated design codes and materials. The objective of this research project is to investigate thestructural behavior of critical members and connections, such as eye-bars, pins, and gusset plates(Fig. 1 and 2), Read more…

Project 1.14: Exploring the Safety Impact of Rumble Strips on Prevention of Lane Departure Crashes in Maine

Project 1.14 Summary: Enhancing safety of roadway segments is a critical step towards maintaining durable transportation infrastructures. Due to significant costs associated with construction of roadway segments, redesigning or rebuilding a roadway segment is not always a viable solution for safety improvement. Low-cost safety countermeasures are effective tools to enhance Read more…

Project 1.17: Determining Layer Thickness and Understanding Moisture Related Damage of State-Owned Roads Using GPR and Capturing Such in a GIS-Based Inventory

Project 1.17 Summary: The Rhode Island Department of Transportation (RIDOT) has a significant inventory of state[1]owned roads of which layer thickness and moisture related damage is uncertain. Discrete methods of assessment like coring and visual inspection provide limited data and are both time-consuming and costly in terms of traffic control Read more…

Project 1.2: Condition/Health Monitoring of Railroad Bridges for Structural Safety, Integrity, and Durability

Project Abstract: The primary goal of this research project is to develop and implement efficient and effective methodology for short- and long-term continuous condition monitoring and detection of railroad bridges. This is proposed to be achieved utilizing analytical and computational (finite element) modeling and analysis considering vehicle-bridge interaction and dynamic Read more…

Project 1.4: Electromagnetic Detection and Identification of Concrete Cracking in Highway Bridges

Project Abstract: The problem we are trying to solve is the structural assessment of aging concrete bridges (reinforced and prestressed) in New England, targeting at concrete cracking and degradation (e.g., carbonation, alkali-silica reaction). The problem is important because that the integrity of concrete cover indicates not only mechanical strength of Read more…

Project 1.6: Progressive fault identification and prognosis of railway tracks based on intelligent inference

Project Abstract: The objectives of this project are to synthesize novel sensors integrated with physics-informed data analytics to monitor the railway track for enhanced reliability and durability.  New active sensing mechanisms will be developed, to enable autonomous detection and identification.  New physics-informed statistical inference algorithms will be formulated, to realize Read more…

Project C5.2018: Leveraging High-Resolution LiDAR and Stream Geomorphic Assessment Datasets to Expand Regional Hydraulic Geometry Curves for Vermont: A Blueprint for New England States

Project Abstract: Regional hydraulic geometry curves for Vermont and surrounding portions of New England states will be updated through consideration of additional observations, and through application of advanced statistical techniques (e.g., clustering, multiple linear regression, Bayesian inference) that leverage newly-available high-resolution LiDAR and stream geomorphic assessment data. This will result Read more…

Project C9.2019: A New Method of Determining Payment for In-Place Concrete with Double-Bounded Compressive Strength Pay Factors

Project C9.2019 Abstract: The Vermont Agency of Transportation (VTrans) currently uses a lower acceptance limit on 28-day concrete compressive strength (CCS) of 4,000 psi for acceptance of in-place concrete in its construction projects. Over time, to mitigate risk, the concrete industry’s response has led to increasingly higher average 28-day CCS, Read more…