Project Details
09/27/23
09/26/25
FHWA Exploratory Advanced Research (EAR) Program
University of Florida, University of Texas at Austin, Georgia Institute of Technology, and Carnegie Mellon University
Researchers
Leif Wathne
lwathne@iastate.edu email >Associate Director, CP Tech Center
David Sanders
Professor, Iowa State University
Kyle Riding
Professor, University of Florida
Maria Juenger
Professor, University of Texas at Austin
Kimberly Kurtis
Professor, Georgia Institute of Technology
Newell Washburn
Associate Professor, Carnegie Mellon University
Christopher Ferraro
Assistant Professor, University of Florida
About the research
The United States has approximately 600,000 bridges and 47,000 miles of interstate highways. More than 75% of bridges and 60% of highways are made of concrete. Concrete production consumes massive amounts of raw materials and energy, and US cement production emits about 67 million tons of carbon dioxide. A key to concrete decarbonization is using low-carbon cement. We propose to formulate, characterize, optimize, evaluate, and implement a new generation, low-carbon, energy-saving, and cost-effective cement made with calcined clay (CC)/natural pozzolan, Type I portland cement (I), and limestone powder (L), called CC·I·L cement. Implementation challenges will be addressed by (1) streamlining the testing process for characterizing raw materials and their blends, (2) using machine-learning techniques to optimize cement composition and predict performance, (3) developing prediction models for hydration and adiabatic temperature rise via software modification, and (4) conducting both laboratory and field investigations to comprehend performance. A roadmap will be developed defining goals, outcomes, and milestones for implementing CC·I·L in future transportation infrastructure.
Project Details
693JJ319D000020, 693JJ323F00120N
06/15/23
06/15/25
Federal Highway Administration
Researchers
About the research
This project is a task order under the main Federal Highway Administration (FHWA)-sponsored project, “Infrastructure Research and Technology Deployment Program.”
Past regional bridge load rating peer exchanges conducted by the FHWA from 2014 to 2019 proved effective to gain an understanding of the load rating practices used by state departments of transportation (DOTs). The exchanges helped make known the best practices and technologies being used for load rating bridges, posting bridges, and issuing permits. The success of these exchanges and the continual evolution of practices and technology coupled with newly imposed requirements provide reason for additional peer exchanges, which are intended to include representatives from all DOTs.
Project Details
06/09/21
03/28/23
Federal Highway Administration
LEIDOS, Inc.
Researchers
About the research
The objectives of this task order are as follows:
- Develop a synthesis of knowledge on traffic signal change and clearance intervals, identify research gaps, develop a research plan, and evaluate potential data collection alternatives.
- Provide a report, and companion database to characterize the current state of knowledge and practices related to traffic development and implementation of traffic signal change and clearance intervals.
“This project is a task order under the main FHWA-sponsored project DTFH61-16-D-00053, in which LEIDOS, Inc. is the Lead.”
Project Details
Part of Cooperative Agreement DTFH61-1-RA-00018, 693JJ31750003
01/06/17
07/30/21
Federal Highway Administration
Researchers
About the research
The Process Document was developed to help agencies manage and evaluate work zone activities and document the lessons learned. Its objective is to outline a structured post-construction evaluation process that uses a feedback loop to help evaluate and improve performance during the construction phase and generate lessons learned for future use.
The scope for the work was as follows:
- Define a structured review process that includes evaluation
- Define a feedback loop to document and mitigate project issues and generate lessons learned
- Develop a structure for lessons learned documentation
- Demonstrate the implementation of lessons learned in example projects
The four appendices (A through D) at the end of the Process Document were designed to be easily accessed at a later date. Appendix C provides a sample Lessons Learned form that readers can adapt and use on their projects.
The Discussion Facilitation Guide is a companion document to the Process Document, and the purpose is to provide resources to facilitate discussion during training. This document provides a training discussion outline with recommended steps for facilitation. Everything mentioned in this companion document is a suggestion and can be adjusted accordingly.
Project Details
693JJ319D000020, TO693JJ321F000116
04/26/21
03/31/24
Federal Highway Administration
Researchers
About the research
This project is a task order under the main Federal Highway Administration (FHWA)-sponsored project, “Infrastructure Research and Technology Deployment Program.”
The Utah Department of Transportation (UDOT) coined the phrase, “good roads cost less.” UDOT emphasized the long-term financial savings that agencies gain when they keep roads in good condition through timely preservation and maintenance.
The Center for Transportation Research and Education (CTRE) team proposes to demonstrate the effects of bridge and pavement conditions on a wide array of system performance objectives. The team will demonstrate how state departments of transportation (DOTs) can, in their transportation asset management plans (TAMPs), enhance performance in all areas by sustaining a state-of-good-repair (SOGR) for National Highway System (NHS) pavements and bridges. The CTRE approach also will show how a TAMP can communicate to stakeholders the linkages between the SOGR and achievement of system performance goals.
Project Details
Federal Highway Administration
Researchers
About the research
The overall goal of this project is to provide a variety of expert technical support services and technology transfer activities to the Federal Highway Administration’s (FHWA’s) Construction Management Team (CMT). The project includes assisting the CMT in its efforts to advance the industry-wide adoption of innovations that accelerate the delivery of pavement and bridge construction projects by providing appropriate information and training to state and local highway agencies, consultants, materials suppliers, research/academic institutions, and other stakeholders through workshops, conferences, equipment demonstrations, presentations, technical publications, and web-based training.
This project supports several task orders. They include the following:
- Technical Support Service Centers for 3D Engineered Models in Construction and Slide in Bridge Construction Activities
- Training and Marketing in Support of Every Day Counts Initiatives and Other Program Initiatives
- Virtual Workshop Support
- Development of Web Based Training (WBT) on Constructing PCC Pavement Preservation Treatments
- Support of Every Day Counts Four (EDC-4) Initiative: Development and Facilitation of Peer-to-Peer Exchanges for Pavement Preservation How and Update and Modernize the Pavement Preservation Checklist Series
- Technical Assistance for Advanced Survey and Modeling Technologies and Practices
- Reassess and Update the FHWA Pavement Preservation Research Roadmap
- FHWA Unmanned Aerial System Tech Brief Development and Every Day Counts Round 5 Support
- Advancing the Development and Deployment of BIM-Infrastructure
Project Details
11/07/18
12/31/24
American Concrete Pavement Association
Federal Highway Administration
Portland Cement Association
Researchers
About the research
The purpose of this cooperative agreement is to further an ongoing concrete pavement technology program, which includes the deployment and transfer of new and innovative technologies and strategies to advance concrete pavements and improve pavement performance. A list of the recent deliverables is available here.
Project Deliverables by Type
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Guides & Manuals
Tech Briefs
- Use of Industrial Byproducts in Concrete Paving Applications (2024)
- Optimizing Concrete Pavement Opening to Traffic (2023)
- Performance History of Concrete Overlays in the United States (2023)
- Use of Recycled Concrete Aggregate in Concrete Paving Mixtures (2022)
- Concrete Overlays—The Value Proposition (2021)
- Concrete Overlays—A Proven Technology (2021)
- Use of Harvested Fly Ash in Highway Infrastructure (2020, updated 2021)
- Targeted Overlay Pavement Solutions (TOPS): Concrete Overlay One-Page Summaries (2020)
Case Studies
One-Pagers
- Targeted Overlay Pavement Solutions (TOPS): Concrete Overlay One-Page Summaries (2020)
- PEM Test for Workability: The VKelly Test (2020)
- PEM Test for Workability: The Box Test (2020)
- PEM Test for Cold Weather (Freeze-Thaw Durability): Super Air Meter (SAM) Test (2020)
- PEM Test for Transport: Resistivity (2020)
Reports
- Interlaboratory Study to Establish Precision Statements for AASHTO T 358 and AASHTO T 402, Electrical Resistivity of Cylindrical Concrete Specimens (2024)
- Interlaboratory Study to Establish a Multi-Laboratory Precision Statement for AASHTO T 395-22, Characterization of the Air-Void System of Freshly Mixed Concrete by the Sequential Pressure Method (2023)
Project Deliverables by Topic
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Project Details
Work areas for this project are as follows:
- Deployment of new, cost-effective designs, materials, recycled materials, and practices to extend the pavement life and performance and to improve user satisfaction—with a focus on concrete recycling and the use of industrial waste or byproducts in concrete pavement mixtures
- Reduction of initial costs and life-cycle costs of pavements, including the costs of new construction, replacement, maintenance, and rehabilitation—with a focus on strategies and technologies for rehabilitation and maintenance
- Deployment of accelerated construction techniques to increase safety and reduce construction time and traffic disruption and congestion—with a focus on the use of performance engineered concrete mixtures for accelerated construction without compromising durability
- Deployment of engineering design criteria and specifications for new and efficient practices, products, and materials for use in highway pavements—with a focus on further development and implementation of the American Association of State Highway and Transportation Officials (AASHTO) PP 84-17 specification for Performance Engineered Concrete Mixtures
- Deployment of new nondestructive and real-time pavement evaluation technologies and construction techniques—with a focus on technologies for construction quality assurance and quality control
- Effective technology transfer and information dissemination to accelerate implementation of new technologies and to improve life, performance, cost effectiveness, safety, and user satisfaction—with a focus on partnering with state departments of transportation (DOTs) and industry to advance these innovative technologies
Project Details
DTFH6113D00009, TO 0001
08/07/17
07/31/20
Federal Highway Administration
Researchers
About the research
This project is a task order under the main Federal Highway Administration (FHWA)-sponsored project, “Technical and Support Services for the FHWA Construction Management Team.”
Whether a highway pavement is constructed using concrete or asphalt, the structure will deteriorate over time because of traffic loading and environmental factors. Technologies such as thin overlays, micro surfacing, slurry seals, and chips seals are some pavement preservation treatments applied to asphalt pavements. Technologies such as full depth patching, partial depth patching, dowel bar retrofitting/ cross-stitching, and diamond grinding are some pavement preservation treatments applied to concrete pavements. These treatments can be very effective in extending the performance life of pavements if applied at the right time on the right project with quality construction and materials.
The Every Day Counts Four (EDC-4) Pavement Preservation “How” initiative accelerates the national deployment of underutilized proven technologies and techniques to construct quality pavement preservation treatments with quality materials. This includes the use of sustainable quality materials and methods, construction equipment, and assuring a quality workforce to construct these surface treatments.
The objective of this task order is to assist in the peer-to-peer exchange of lead state and exploring state, to exchange knowledge about how to effectively implement Pavement Preservation “How”. The focus of the exchange will be based upon the concepts, capabilities, and applications of constructing pavement preservation treatments with quality materials for transportation agencies, contractors, consultants, and FHWA staff.
The objectives of the task order are:
- Develop and maintain a database of lead states approach, strategies, and strengths for Pavement Preservation “How” for the life of this task order;
- Identify the needs and desires of exploring states to learn how to implement Pavement Preservation “How”. Align the exploring agency needs with a lead agency strength. Organize, facilitate, and accompany a peer-to-peer exchange between the two agencies;
- Develop tech briefs for each peer-to-peer exchange that contain example guiding documents, specifications, work flows, and lessons learned to help other states adopt quality construction and materials for pavement preservation;
- Review and update the current Pavement Preservation Checklist series;
- Develop a modernized version of the Pavement Preservation Checklist series to include a smart phone app; and
- Produce and embed brief videos demonstrating the key components of each checklist treatment.
Project Details
20-736, TPF-5(449)
05/15/20
05/31/24
Federal Highway Administration
Iowa Department of Transportation
Researchers
About the research
This project extends the research and development of a novel sensing technology previously investigated in the pooled fund initiative TPF-5(328). The technology is a soft elastomeric capacitor (SEC) developed at Iowa State University. It is a geometrically large strain gauge, and its measurement principle is based on transducing changes in strain into measurable changes in capacitance. Arranged in a network configuration, it can monitor strain over a large area at a given resolution. The SEC technology is inexpensive and easy to deploy, therefore highly scalable. It follows that the technology can be used to discover new fatigue cracks, and track and quantify damage, an important challenge to numerous state departments of transportation.
The overarching objective of project is to enable large-scale deployments in the United States by addressing further essential development needs uncovered during the previous research to achieve more robust, accurate, and flexible crack monitoring using the wireless skin sensor network. In particular, within this three-year research phase (Phase 1), the research team will 1) refine the design of the SEC for robust long-term field deployment; 2) provide the technology with improved wireless and augmented sensing capabilities; 3) refine a crack detection algorithm that accommodates more diverse structural configurations and can be directly used by engineers for decision making; 4) further damage quantification capabilities for complex geometries and composite materials; and 5) validate and demonstrate the improved version of the wireless crack sensing technology on a bridge in the fields through long-term deployments.
Project Details
Proposal #: 693JJ319D000020, TOPR #: HIF200061PR
04/01/20
12/23/22
Federal Highway Administration
Researchers
About the research
This project is a task order under the main Federal Highway Administration (FHWA)-sponsored project, “Infrastructure Research and Technology Deployment Program.”
This Guide provides bridge engineers and owners with general information and typical details to help standardize orthotropic steel deck (OSD) bridge design/fabrication to make it more competitive. This document does not intend to set a national standard but to help inform the effort through reduced parametric variations.
OSD bridges can be either closed- or open-rib systems, and this Guide begins with background information regarding OSD bridge design.
General considerations with respect to OSD bridges are discussed, followed by specific instructions for closed- and open-rib systems including rib geometry, size, and fabrication methods. Suggestions for deck plate selection are provided followed by a discussion of wearing surface types and selection considerations. Lastly, suggestions for floorbeam/diaphragm design are provided.
Throughout the document, short summaries on the performance of several in-service OSD bridges are provided.