The US Transportation Collection consists of documents from across all transportation modes with specific focus on research reports from US DOT, state DOTs, and other transportation organizations.
Bookmark this collection: https://rosap.ntl.bts.gov/collection_ust or https://doi.org/10.21949/1530857.
The GBeam – a fiber reinforced polymer tub-shaped bridge girder developed by the University of Maine and licensed for manufacture to AIT Bridges– has emerged as a viable replacement for traditional steel and prestressed girders in short to medium span bridges. GBeam manufacture is time and labor intensive, requiring many production steps to be done
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Schanck, A., & Davids, W. G. (2022). GBeam Bridge Girder Pultrusion: Section Design and Optimization. University of Maine. Transportation Infrastructure Durability Center (TIDC). https://rosap.ntl.bts.gov/view/dot/88888
Schanck, Andrew and William G. Davids. GBeam Bridge Girder Pultrusion: Section Design and Optimization. University of Maine. Transportation Infrastructure Durability Center (TIDC), 2022. https://rosap.ntl.bts.gov/view/dot/88888.
Schanck, Andrew, and William G. Davids GBeam Bridge Girder Pultrusion: Section Design and Optimization. University of Maine. Transportation Infrastructure Durability Center (TIDC), 2022, ROSA P. https://rosap.ntl.bts.gov/view/dot/88888.
Incidents of children dying from heatstroke in vehicles, either because they were left or became trapped, have increased in recent years. Pediatric vehicular heatstroke (PVH), also known as hyperthermia, describes an elevated body temperature that can occur if a child is left in a hot vehicle and may result in fatal injuries. At least 849 children
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Wiacek, C. J., Firey, L. M. L., & Herrera, H. (2022). NHTSA Special Crash Investigations: Comprehensive Study of 2019 U.S. Pediatric Vehicular Hyperthermia Fatalities (Report No. DOT HS 813 360). United States. Department of Transportation. National Highway Traffic Safety Administration. https://rosap.ntl.bts.gov/view/dot/78515
Wiacek, Christopher J., Lauren M. L. Firey, and Harold Herrera. NHTSA Special Crash Investigations: Comprehensive Study of 2019 U.S. Pediatric Vehicular Hyperthermia Fatalities. Report no. DOT HS 813 360. United States. Department of Transportation. National Highway Traffic Safety Administration, 2022. https://rosap.ntl.bts.gov/view/dot/78515.
Wiacek, Christopher J., et al. NHTSA Special Crash Investigations: Comprehensive Study of 2019 U.S. Pediatric Vehicular Hyperthermia Fatalities. United States. Department of Transportation. National Highway Traffic Safety Administration, 2022, Report no. DOT HS 813 360, ROSA P. https://rosap.ntl.bts.gov/view/dot/78515.
Bridges deteriorate with time and use. To monitor deterioration of the bridges, several US Acts mandate the state and local governmental agencies (including cities, state transportation agencies, etc.) to perform regular bridge inspections. The aforementioned inspections across the nation, which have been conducted since 1970's (including our regio
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Banaei-Kashani, F., & Arens, K. (2022). Data-Driven Bridge Management Using Descriptive and Predictive Machine Learning Models (Report No. CDOT-2022-09). Colorado. Dept. of Transportation. Research Branch. https://rosap.ntl.bts.gov/view/dot/65816
Banaei-Kashani, Farnoush and Kevin Arens. Data-Driven Bridge Management Using Descriptive and Predictive Machine Learning Models. Report no. CDOT-2022-09. Colorado. Dept. of Transportation. Research Branch, 2022. https://rosap.ntl.bts.gov/view/dot/65816.
Banaei-Kashani, Farnoush, and Kevin Arens Data-Driven Bridge Management Using Descriptive and Predictive Machine Learning Models. Colorado. Dept. of Transportation. Research Branch, 2022, Report no. CDOT-2022-09, ROSA P. https://rosap.ntl.bts.gov/view/dot/65816.
Engineering managers and transportations planners need robust tools to communicate evacuation routing plans following disruptions from earthquake events. The project will use the New Madrid Seismic Zone in South-East Missouri as a testbed for modeling the response to an earthquake and aftershocks at Magnitude 8+. This area was chosen as it allows s
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Corns, S. M., Long, S. K., Edara, P., Hale, J., Chang, D. Y., Bennett, R., & Kutheis, N. (2022). Deep Learning Models and Tools for Disaster Evacuation and Routing (Report No. cmr 22-014). Missouri. Department of Transportation. Construction and Materials Division. https://rosap.ntl.bts.gov/view/dot/65825
Corns, Steven M, Suzanna K Long, Praveen Edara, Jacob Hale, Dae Yeol Chang, Rick Bennett, and Nick Kutheis. Deep Learning Models and Tools for Disaster Evacuation and Routing. Report no. cmr 22-014. Missouri. Department of Transportation. Construction and Materials Division, 2022. https://rosap.ntl.bts.gov/view/dot/65825.
Corns, Steven M, et al. Deep Learning Models and Tools for Disaster Evacuation and Routing. Missouri. Department of Transportation. Construction and Materials Division, 2022, Report no. cmr 22-014, ROSA P. https://rosap.ntl.bts.gov/view/dot/65825.
This report presents research results and experiments that were designed to compare four traffic systems: Radar, AVC, HERE, and INRIX in terms of speed, volume, and travel time. The first three chapters introduce the systems, related studies, data collection procedures, and preprocessing techniques. The second three chapters detail the comparison r
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Refai, H. H., Habib, M. A., Li, J. Q., & Liu, W. (2022). ODOT Radar System for Real-Time Traffic Flow Monitoring (Report No. FHWA-OK-22-05). Oklahoma. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/68293
Refai, Hazem H., Mohamed Ali Habib, Joshua Qiang Li, and Wenyao Liu. ODOT Radar System for Real-Time Traffic Flow Monitoring. Report no. FHWA-OK-22-05. Oklahoma. Department of Transportation, 2022. https://rosap.ntl.bts.gov/view/dot/68293.
Refai, Hazem H., et al. ODOT Radar System for Real-Time Traffic Flow Monitoring. Oklahoma. Department of Transportation, 2022, Report no. FHWA-OK-22-05, ROSA P. https://rosap.ntl.bts.gov/view/dot/68293.
Technology that connects human experience with artificial intelligence is increasingly reaching every sector of society - including Florida's transportation network. To stay ahead of this curve, the Florida Department of Transportation (FDOT) currently has 33 deployed projects that explore this interconnectivity through Connected Vehicle (CV) techn
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Ponnaluri, R., & Alluri, P. (2022). Performance Evaluation of Connected Vehicle (CV) and Transportation Systems Management and Operations (TSM&O) Projects in Florida [Summary]. Florida Department of Transportation. https://rosap.ntl.bts.gov/view/dot/70440
Ponnaluri, Raj and Priyanka Alluri. Performance Evaluation of Connected Vehicle (CV) and Transportation Systems Management and Operations (TSM&O) Projects in Florida [Summary]. Florida Department of Transportation, 2022. https://rosap.ntl.bts.gov/view/dot/70440.
Ponnaluri, Raj, and Priyanka Alluri Performance Evaluation of Connected Vehicle (CV) and Transportation Systems Management and Operations (TSM&O) Projects in Florida [Summary]. Florida Department of Transportation, 2022, ROSA P. https://rosap.ntl.bts.gov/view/dot/70440.
The Stochastic Empirical Loading and Dilution Model (SELDM) was designed to help quantify the risk of adverse effects of runoff on receiving waters, the potential need for mitigation measures, and the potential effectiveness of such management measures for reducing these risks. SELDM is calibrated using representative hydrological and water-quality
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DatasetSupporting Files
Granato, G. E., Spaetzel, A. B., & Jeznach, L. C. (2022). Approaches for Assessing Flows, Concentrations, and Loads of Highway and Urban Runoff and Receiving-Stream Stormwater in Southern New England With the Stochastic Empirical Loading and Dilution Model (SELDM) [supporting dataset]. United States. Geological Survey (USGS). https://doi.org/10.21949/qcvx-dw07
Granato, Gregory E., Alana B Spaetzel, and Lillian C Jeznach. Approaches for Assessing Flows, Concentrations, and Loads of Highway and Urban Runoff and Receiving-Stream Stormwater in Southern New England With the Stochastic Empirical Loading and Dilution Model (SELDM) [supporting dataset]. United States. Geological Survey (USGS), 2022. https://doi.org/10.21949/qcvx-dw07.
Granato, Gregory E., et al. Approaches for Assessing Flows, Concentrations, and Loads of Highway and Urban Runoff and Receiving-Stream Stormwater in Southern New England With the Stochastic Empirical Loading and Dilution Model (SELDM) [supporting dataset]. United States. Geological Survey (USGS), 2022, ROSA P. https://doi.org/10.21949/qcvx-dw07.
Previous studies were conducted at the Randolph Park and Ride regarding the implementation and performance of porous concrete (PC) in northern climates. The studies examined field surface infiltration capacity, the effects of plowing on surface infiltration capacity and the PC implementation. The study concluded that PC surface infiltration was ade
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Miller, T. (2022). Maintenance and Performance Study of Porous Asphalt in Northern Climates at the Randolph Park & Ride (Report No. 2025-02). Vermont Agency of Transportation. https://rosap.ntl.bts.gov/view/dot/78714
Miller, Tanya. Maintenance and Performance Study of Porous Asphalt in Northern Climates at the Randolph Park & Ride. Report no. 2025-02. Vermont Agency of Transportation, 2022. https://rosap.ntl.bts.gov/view/dot/78714.
Miller, Tanya Maintenance and Performance Study of Porous Asphalt in Northern Climates at the Randolph Park & Ride. Vermont Agency of Transportation, 2022, Report no. 2025-02, ROSA P. https://rosap.ntl.bts.gov/view/dot/78714.
Pavement stripping due to loss in adhesion/binding between asphalt binder and aggregate in presence of moisture is a common and challenging pavement distress in wet climates such as Vermont. Although Vermont Agency of Transportation (VTrans) requires Hamburg Wheel Tracking Test (AASHTO T 324) during mix design approval, MRD-10 is required daily if
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KC, B., Khorasani, A., & Ghazanfari, E. (2022). Evaluation of Stripping Potential Tests for Bituminous Concrete (Report No. 2022-04). Vermont Agency of Transportation. https://rosap.ntl.bts.gov/view/dot/64928
KC, Bijay, Ali Khorasani, and Ehsan Ghazanfari. Evaluation of Stripping Potential Tests for Bituminous Concrete. Report no. 2022-04. Vermont Agency of Transportation, 2022. https://rosap.ntl.bts.gov/view/dot/64928.
KC, Bijay, et al. Evaluation of Stripping Potential Tests for Bituminous Concrete. Vermont Agency of Transportation, 2022, Report no. 2022-04, ROSA P. https://rosap.ntl.bts.gov/view/dot/64928.
This project consisted of an analysis of the relationship between pavement quality and winter maintenance cost, and calculation of selected winter maintenance performance measures for the last 11 winter seasons. The project included obtaining the necessary data, gathering it into a GIS, and analyzing the relationship between pavement quality and wi
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Sullivan, J. L., & Robinson, M. (2022). Quantifying Correlations Between Pavement Conditions and Snow and Ice Control Costs and Recalculating 2021-2022 Winter Performance Measures (Report No. 2022-05). Vermont Agency of Transportation. https://rosap.ntl.bts.gov/view/dot/64929
Sullivan, James L. and Mitchell Robinson. Quantifying Correlations Between Pavement Conditions and Snow and Ice Control Costs and Recalculating 2021-2022 Winter Performance Measures. Report no. 2022-05. Vermont Agency of Transportation, 2022. https://rosap.ntl.bts.gov/view/dot/64929.
Sullivan, James L., and Mitchell Robinson Quantifying Correlations Between Pavement Conditions and Snow and Ice Control Costs and Recalculating 2021-2022 Winter Performance Measures. Vermont Agency of Transportation, 2022, Report no. 2022-05, ROSA P. https://rosap.ntl.bts.gov/view/dot/64929.
The objectives of this project were to correlate international roughness index (IRI) data (which are widely collected and directly related to bridge deck roughness) to impact factors and develop a process for determining the impact factor to use for all bridges in Iowa. To achieve the project objectives, a sample of 20 bridges was selected for brid
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Liu, Z., Phares, B. M., & Jadhav, K. R. (2022). Evaluation of the Use of IRI Data to Estimate Bridge Dynamic Impact Factor (DIF) (Report No. InTrans Project 21-757). Iowa State University. Bridge Engineering Center. https://rosap.ntl.bts.gov/view/dot/65654
Liu, Zhengyu, Brent M. Phares, and Karthian R Jadhav. Evaluation of the Use of IRI Data to Estimate Bridge Dynamic Impact Factor (DIF). Report no. InTrans Project 21-757. Iowa State University. Bridge Engineering Center, 2022. https://rosap.ntl.bts.gov/view/dot/65654.
Liu, Zhengyu, et al. Evaluation of the Use of IRI Data to Estimate Bridge Dynamic Impact Factor (DIF). Iowa State University. Bridge Engineering Center, 2022, Report no. InTrans Project 21-757, ROSA P. https://rosap.ntl.bts.gov/view/dot/65654.
Grade crossings pose one of the most significant safety challenges for railroads and transit agencies across the United States (U.S.) and encompass 34% of railroad incidents in the past ten years. The elimination of grade crossings to reduce risk can improve public safety, decrease financial burdens, and improve service to the public. To improve gr
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Zaman, A., Alfaris, R. E., Li, W., Liu, X., Jalayer, M., Hubbs, G., Hosseini, P., Calin, J. P., & Patel, S. (2022). NJ Transit Grade Crossing Safety (Report No. FHWA-NJ-2022-005). New Jersey. Department of Transportation. Bureau of Research. https://rosap.ntl.bts.gov/view/dot/66538
Zaman, Asim, Ruqaya Emad Alfaris, Weitian Li, Xiang Liu, Mohammad Jalayer, Geoff Hubbs, Parisa Hosseini, Jean-Paul Calin, and Sanvi Patel. NJ Transit Grade Crossing Safety. Report no. FHWA-NJ-2022-005. New Jersey. Department of Transportation. Bureau of Research, 2022. https://rosap.ntl.bts.gov/view/dot/66538.
Zaman, Asim, et al. NJ Transit Grade Crossing Safety. New Jersey. Department of Transportation. Bureau of Research, 2022, Report no. FHWA-NJ-2022-005, ROSA P. https://rosap.ntl.bts.gov/view/dot/66538.
Motorcycle riders and passengers are much more likely to be killed or severely injured in a crash, and on average about 15 percent of all traffic fatalities include motorcyclists. The study uses 12 years of motorcycle crash data (2008-2019) from Wyoming on crash, vehicle and person levels, and applies multinomial logistic and Bayesian regression mo
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Zlatkovic, M., Baah, I., & Cvijovic, Z. (2022). Assessment of Motorcycle Safety in Wyoming: Fatal and Severe Crashes, Contributing Factors and Potential Countermeasures (Report No. WY2301F). Wyoming. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/65699
Zlatkovic, Milan, Isaac Baah, and Zorica Cvijovic. Assessment of Motorcycle Safety in Wyoming: Fatal and Severe Crashes, Contributing Factors and Potential Countermeasures. Report no. WY2301F. Wyoming. Department of Transportation, 2022. https://rosap.ntl.bts.gov/view/dot/65699.
Zlatkovic, Milan, et al. Assessment of Motorcycle Safety in Wyoming: Fatal and Severe Crashes, Contributing Factors and Potential Countermeasures. Wyoming. Department of Transportation, 2022, Report no. WY2301F, ROSA P. https://rosap.ntl.bts.gov/view/dot/65699.
The Florida Department of Transportation (FDOT) created the Interstate 4 (I-4) Florida’s Regional Advanced Mobility Elements (FRAME) project to address safety and mobility issues on I-4 between Tampa and Orlando. The I-4 FRAME project aims to deploy an advanced integrated corridor management system consisting of advanced next-generation technologie
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Lin, P. S., Concas, S., Kourtellis, A., Li, X., Wang, Z., Kummetha, V., Shindgikar, S., & Mohammadnazar, A. (2022). USF-CUTR I-4 FRAME Project “Before” Study: Data Collection and Analysis of Safety and Mobility Conditions Prior to Implementation. Florida Department of Transportation. https://rosap.ntl.bts.gov/view/dot/72405
Lin, Pei-Sung, Sisinnio Concas, Achilleas Kourtellis, Xiaopeng Li, Zhenyu Wang, Vishal Kummetha, Shubhankar Shindgikar, and Amin Mohammadnazar. USF-CUTR I-4 FRAME Project “Before” Study: Data Collection and Analysis of Safety and Mobility Conditions Prior to Implementation. Florida Department of Transportation, 2022. https://rosap.ntl.bts.gov/view/dot/72405.
Lin, Pei-Sung, et al. USF-CUTR I-4 FRAME Project “Before” Study: Data Collection and Analysis of Safety and Mobility Conditions Prior to Implementation. Florida Department of Transportation, 2022, ROSA P. https://rosap.ntl.bts.gov/view/dot/72405.
This report discusses the benefits of full-scale pavement testing and the use of Accelerated Pavement Testing (APT) to collect pavement performance data under actual experimental conditions. The report highlights the development and operation of road test tracks, such as the Minnesota Road Research Project (MnROAD) and the National Center for Aspha
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Hafez, M., Fosu-saah, B., & Ksaibati, K. (2022). A Feasibility Study for Establishing A Regional Road Track Pavement Testing Facility in Wyoming (Report No. WY-2303F). Wyoming. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/72364
Hafez, Marwan, Benjamin Fosu-saah, and Khaled Ksaibati. A Feasibility Study for Establishing A Regional Road Track Pavement Testing Facility in Wyoming. Report no. WY-2303F. Wyoming. Department of Transportation, 2022. https://rosap.ntl.bts.gov/view/dot/72364.
Hafez, Marwan, et al. A Feasibility Study for Establishing A Regional Road Track Pavement Testing Facility in Wyoming. Wyoming. Department of Transportation, 2022, Report no. WY-2303F, ROSA P. https://rosap.ntl.bts.gov/view/dot/72364.
This research studied thick-lift asphalt concrete construction using a tamper bar paver. Tamper bar pavers were deployed on three paving projects to place asphalt layers ranging from 6 to 10 inches thick. On each project, test sections were constructed in one and two lifts, evaluating different lift thicknesses, paver screed settings, and rolling p
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Wilson, B., Saca, M., & Goehl, D. (2022). Thick-Lift Paving with Tamper Bar Pavers (Report No. FHWA/TX-23/0-7064-R1). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/65817
Wilson, Bryan, Moises Saca, and Darlene Goehl. Thick-Lift Paving with Tamper Bar Pavers. Report no. FHWA/TX-23/0-7064-R1. Texas A&M Transportation Institute, 2022. https://rosap.ntl.bts.gov/view/dot/65817.
Wilson, Bryan, et al. Thick-Lift Paving with Tamper Bar Pavers. Texas A&M Transportation Institute, 2022, Report no. FHWA/TX-23/0-7064-R1, ROSA P. https://rosap.ntl.bts.gov/view/dot/65817.
One of the Kentucky Transportation Cabinet’s (KYTC) foremost priorities in fulfilling its mission is to deliver successful projects — quality solutions that meet the defined scope and are delivered on time and within the budget specified in the Highway Plan. When a project scope is not clearly defined or uncertain, revisions may take place after th
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Jasper, J., Wright, S., Wilcoxson, J., Baskette, R., & Van Dyke, C. (2022). Best Practices for Highway Project Scoping (Report No. KTC-23-08/SPR22-632-1F). University of Kentucky Transportation Center. https://rosap.ntl.bts.gov/view/dot/71869
Jasper, Jeff, Samantha Wright, Jon Wilcoxson, Robin Baskette, and Chris Van Dyke. Best Practices for Highway Project Scoping. Report no. KTC-23-08/SPR22-632-1F. University of Kentucky Transportation Center, 2022. https://rosap.ntl.bts.gov/view/dot/71869.
Jasper, Jeff, et al. Best Practices for Highway Project Scoping. University of Kentucky Transportation Center, 2022, Report no. KTC-23-08/SPR22-632-1F, ROSA P. https://rosap.ntl.bts.gov/view/dot/71869.
The goal of this project was to develop guidance and aids to enhance visual and other nondestructive methods of estimating reinforcement section loss. The guidance and aids would be developed specifically for standardized 2-inch concrete cover over reinforcement with 4,000 psi strength concrete.
Pilarski, P., & Shafei, B. (2022). Estimating Corrosion of Embedded Steel Rebars in Bridge Structures [Technical Summary] (Report No. 2022-32). Minnesota. Department of Transportation. Office of Research & Innovation. https://rosap.ntl.bts.gov/view/dot/67173
Pilarski, Paul and Behrouz Shafei. Estimating Corrosion of Embedded Steel Rebars in Bridge Structures [Technical Summary]. Report no. 2022-32. Minnesota. Department of Transportation. Office of Research & Innovation, 2022. https://rosap.ntl.bts.gov/view/dot/67173.
Pilarski, Paul, and Behrouz Shafei Estimating Corrosion of Embedded Steel Rebars in Bridge Structures [Technical Summary]. Minnesota. Department of Transportation. Office of Research & Innovation, 2022, Report no. 2022-32, ROSA P. https://rosap.ntl.bts.gov/view/dot/67173.
One safety-related issue that has been identified by ODOT is deer crashes. ODOT OES is proposing to install a "deer passage" within the rock channel protection (RCP) underneath highway bridges that would allow for the deer to pass under the highway instead of going across on the surface. The purpose of this research was to analyze the feasibility o
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Sperry, B. R., Bhattarai, S., Cubick, K. L., Boyer, C., & Bradley, J. (2022). Division of Planning Research On-Call Task #10 - Deer Passage Through Rock Channel Protection (RCP) Designs and Options (Report No. FHWA/OH-2022-28). Ohio. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/72883
Sperry, Benjamin R., Shristi Bhattarai, Karel L. Cubick, Chad Boyer, and Justin Bradley. Division of Planning Research On-Call Task #10 - Deer Passage Through Rock Channel Protection (RCP) Designs and Options. Report no. FHWA/OH-2022-28. Ohio. Department of Transportation, 2022. https://rosap.ntl.bts.gov/view/dot/72883.
Sperry, Benjamin R., et al. Division of Planning Research On-Call Task #10 - Deer Passage Through Rock Channel Protection (RCP) Designs and Options. Ohio. Department of Transportation, 2022, Report no. FHWA/OH-2022-28, ROSA P. https://rosap.ntl.bts.gov/view/dot/72883.
The Georgia Department of Transportation (GDOT) e-construction initiatives utilize key software programs—ProjectWise, Bluebeam, and CATS—that currently lack adequate on-demand training. This study aims to develop innovative and engaging e-construction training programs to increase usage and understanding of ProjectWise, Bluebeam, and CATS across th
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Durham, S. A., Geum Chorzepa, M., Kim, S. S., Ashuri, B., Shirley, W., Dier, B., & Lee, J. H. (2022). Development of Training Modules to Increase Usage and Understanding of Agency-Wide Software Programs (Report No. FHWA-GA-22-2016). Georgia. Department of Transportation. Office of Performance-Based Management & Research. https://rosap.ntl.bts.gov/view/dot/65505
Durham, Stephan A., Mi Geum Chorzepa, S Sonny Kim, Baabak Ashuri, Will Shirley, Brianne Dier, and Jung Hyun Lee. Development of Training Modules to Increase Usage and Understanding of Agency-Wide Software Programs. Report no. FHWA-GA-22-2016. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2022. https://rosap.ntl.bts.gov/view/dot/65505.
Durham, Stephan A., et al. Development of Training Modules to Increase Usage and Understanding of Agency-Wide Software Programs. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2022, Report no. FHWA-GA-22-2016, ROSA P. https://rosap.ntl.bts.gov/view/dot/65505.
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