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 use of reclaimed asphalt pavement (RAP) in asphalt mixtures has been steadily increasing for years, nationally and internationally, given the economic and associated environmental benefits of using such material. However, using RAP in asphalt mixtures poses some challenges regarding durability and performance that are often associated with the
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Kuchiishi, K., Habbouche, J., Boz, I., Castorena, C., Underwood, B. S., Turbay, E., & Preciado, J. (2025). Verification of Engineered Frameworks for Evaluating the Use of Recycling Agents in Surface Asphalt Mixtures (Report No. FHWA/VTRC 26-R09). Virginia Transportation Research Council (VTRC). https://rosap.ntl.bts.gov/view/dot/86265
Kuchiishi, Kazuo, Jhony Habbouche, Ilker Boz, Cassie Castorena, Benjamin Shane Underwood, Emilio Turbay, and Jaime Preciado. Verification of Engineered Frameworks for Evaluating the Use of Recycling Agents in Surface Asphalt Mixtures. Report no. FHWA/VTRC 26-R09. Virginia Transportation Research Council (VTRC), 2025. https://rosap.ntl.bts.gov/view/dot/86265.
Kuchiishi, Kazuo, et al. Verification of Engineered Frameworks for Evaluating the Use of Recycling Agents in Surface Asphalt Mixtures. Virginia Transportation Research Council (VTRC), 2025, Report no. FHWA/VTRC 26-R09, ROSA P. https://rosap.ntl.bts.gov/view/dot/86265.
The Virginia Department of Transportation (VDOT) has adopted the balanced mix design (BMD) framework to enhance the durability and service life of its dense-graded asphalt surface mixtures with A and D designations. VDOT’s BMD framework incorporates the indirect tensile cracking test to assess the cracking susceptibility of asphalt mixtures through
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Boz, I., Hajj, E. Y., Habbouche, J., Diefenderfer, S. D., Alam, I., & El Hajj, H. (2025). A Practical Oven-Aging Method for Evaluating Long-Term Cracking Performance of Asphalt Mixtures in Virginia (Report No. FHWA/VTRC 26-R04). Virginia Transportation Research Council (VTRC). https://rosap.ntl.bts.gov/view/dot/85678
Boz, Ilker, Elie Y Hajj, Jhony Habbouche, Stacey D Diefenderfer, Iftekar Alam, and Habib El Hajj. A Practical Oven-Aging Method for Evaluating Long-Term Cracking Performance of Asphalt Mixtures in Virginia. Report no. FHWA/VTRC 26-R04. Virginia Transportation Research Council (VTRC), 2025. https://rosap.ntl.bts.gov/view/dot/85678.
Boz, Ilker, et al. A Practical Oven-Aging Method for Evaluating Long-Term Cracking Performance of Asphalt Mixtures in Virginia. Virginia Transportation Research Council (VTRC), 2025, Report no. FHWA/VTRC 26-R04, ROSA P. https://rosap.ntl.bts.gov/view/dot/85678.
Although the Vermont Standard Specifications for Construction identify an acceptable delay in work zones of less than 10 minutes per operation and less than 15 minutes cumulatively for a project maintaining one-way traffic, it is recognized that these thresholds have been set without consideration for context, procedures for measuring delay, or met
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Sullivan, J., & Sentoff, K. (2025). Validating Travel Time Delay Quantification and Measurement Methods for Vermont Work Zones (Report No. 2025-04). Vermont Agency of Transportation. https://rosap.ntl.bts.gov/view/dot/88824
Sullivan, Jim and Karen Sentoff. Validating Travel Time Delay Quantification and Measurement Methods for Vermont Work Zones. Report no. 2025-04. Vermont Agency of Transportation, 2025. https://rosap.ntl.bts.gov/view/dot/88824.
Sullivan, Jim, and Karen Sentoff Validating Travel Time Delay Quantification and Measurement Methods for Vermont Work Zones. Vermont Agency of Transportation, 2025, Report no. 2025-04, ROSA P. https://rosap.ntl.bts.gov/view/dot/88824.
Roundabouts are a special type of intersection that ensures continuous vehicle movement while maintaining slow and safe speeds. Many state departments of transportation are converting existing intersections into roundabouts, but roundabout construction can create significant traffic closures and disruptions. Thus, accelerated construction can be ve
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Hossain, M. S., & Ozyildirim, H. C. (2025). Roundabout Construction Using Precast Concrete in Virginia (Report No. FHWA/VTRC 26-R07). Virginia Transportation Research Council (VTRC). https://rosap.ntl.bts.gov/view/dot/85676
Hossain, M. Shabbir and H Celik Ozyildirim. Roundabout Construction Using Precast Concrete in Virginia. Report no. FHWA/VTRC 26-R07. Virginia Transportation Research Council (VTRC), 2025. https://rosap.ntl.bts.gov/view/dot/85676.
Hossain, M. Shabbir, and H Celik Ozyildirim Roundabout Construction Using Precast Concrete in Virginia. Virginia Transportation Research Council (VTRC), 2025, Report no. FHWA/VTRC 26-R07, ROSA P. https://rosap.ntl.bts.gov/view/dot/85676.
Highway work zones are vital for infrastructure maintenance but often disrupt traffic flow, affecting safety and efficiency. While traditional evaluation methods—such as delay, queue length, and crash data—offer insights, they lack comprehensiveness. Despite improved data collection technologies, agencies struggle to interpret and apply large volum
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Basulto-Elias, G., Knickerbocker, S., & Hardt, M. (2025). Development of an Analytical Tool for Work Zone Performance (Report No. TPF-5(438)). Midwest States Smart Work Zone Deployment Initiative (SWZDI). https://rosap.ntl.bts.gov/view/dot/89139
Basulto-Elias, Guillermo, Skylar Knickerbocker, and Marie Hardt. Development of an Analytical Tool for Work Zone Performance. Report no. TPF-5(438). Midwest States Smart Work Zone Deployment Initiative (SWZDI), 2025. https://rosap.ntl.bts.gov/view/dot/89139.
Basulto-Elias, Guillermo, et al. Development of an Analytical Tool for Work Zone Performance. Midwest States Smart Work Zone Deployment Initiative (SWZDI), 2025, Report no. TPF-5(438), ROSA P. https://rosap.ntl.bts.gov/view/dot/89139.
Formation factor has been identified as one of the main properties related to concrete transport properties. Conditioning specimens in solution, such as the default conditioning in ASTM C1876 has been proposed as a means to obtain the formation factor. However, this conditioning has been criticized for several reasons. This project investigates the
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Tanesi, J. (2025). Alternative Conditioning Method to Calculate Formation Factor for Wisconsin Concrete Pavement (Report No. 0092-24-04). Wisconsin. Dept. of Transportation. Research and Library Unit. https://rosap.ntl.bts.gov/view/dot/89217
Tanesi, Jussara. Alternative Conditioning Method to Calculate Formation Factor for Wisconsin Concrete Pavement. Report no. 0092-24-04. Wisconsin. Dept. of Transportation. Research and Library Unit, 2025. https://rosap.ntl.bts.gov/view/dot/89217.
Tanesi, Jussara Alternative Conditioning Method to Calculate Formation Factor for Wisconsin Concrete Pavement. Wisconsin. Dept. of Transportation. Research and Library Unit, 2025, Report no. 0092-24-04, ROSA P. https://rosap.ntl.bts.gov/view/dot/89217.
This research report examines the dowel placement initial testing and initial test results of the ¾ dowels at the MnROAD facility and in the test sections on Interstate 35 at Hinckley. A 36 ft by 12 ft test section was constructed on November 22, 2024, when the ambient temperature was approximately 35°F. The test cell MnROAD low volume road cell 24
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Izevbekhai, B. I. (2025). Placement of Three-Quarter Inch Dowels in MnROAD Concrete Test Cell 2437 and Deployment in Interstate Highway 35 in Hinckley Minnesota (Report No. 2026-01). Minnesota. Department of Transportation. Office of Research & Innovation. https://rosap.ntl.bts.gov/view/dot/92409
Izevbekhai, Bernard Igbafen. Placement of Three-Quarter Inch Dowels in MnROAD Concrete Test Cell 2437 and Deployment in Interstate Highway 35 in Hinckley Minnesota. Report no. 2026-01. Minnesota. Department of Transportation. Office of Research & Innovation, 2025. https://rosap.ntl.bts.gov/view/dot/92409.
Izevbekhai, Bernard Igbafen Placement of Three-Quarter Inch Dowels in MnROAD Concrete Test Cell 2437 and Deployment in Interstate Highway 35 in Hinckley Minnesota. Minnesota. Department of Transportation. Office of Research & Innovation, 2025, Report no. 2026-01, ROSA P. https://rosap.ntl.bts.gov/view/dot/92409.
Accurate preliminary cost estimates for resurfacing projects are essential to conduct a reliable Maintenance & Rehabilitation (M&R) analysis, prioritize projects, and optimize the use of available budget. However, TDOT is currently using an outdated cost per lane mile data for such analysis, and hence the results of such analysis can be less reliab
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Shrestha, K. J., Uddin, M. M., Iyiola, D., & Paul, P. (2025). Evaluation and Development of Cost Prediction Models for Resurfacing Projects To Improve M&R Analysis and Project Development (Report No. RES2024-08). Tennessee. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/89715
Shrestha, K. Joseph, Mohammad Moin Uddin, David Iyiola, and Pritom Paul. Evaluation and Development of Cost Prediction Models for Resurfacing Projects To Improve M&R Analysis and Project Development. Report no. RES2024-08. Tennessee. Department of Transportation, 2025. https://rosap.ntl.bts.gov/view/dot/89715.
Shrestha, K. Joseph, et al. Evaluation and Development of Cost Prediction Models for Resurfacing Projects To Improve M&R Analysis and Project Development. Tennessee. Department of Transportation, 2025, Report no. RES2024-08, ROSA P. https://rosap.ntl.bts.gov/view/dot/89715.
The limited availability of high-quality aggregates and rising transportation costs present ongoing challenges for pavement construction and maintenance in Minnesota. To address this, local agencies are increasingly exploring the use of lower-quality, locally available materials in pavement foundation layers. This study evaluates the performance an
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Tutumluer, E., Koh, Y., Lu, Y., Qamhia, I. I. A., Ceylan, H., & Kim, S. (2025). Pavement Design: Performance of Base versus Subbase (Report No. 2025-43). Minnesota. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/88358
Tutumluer, Erol, Yongsung Koh, Yujia Lu, Issam I A Qamhia, Halil Ceylan, and Sunghwan Kim. Pavement Design: Performance of Base versus Subbase. Report no. 2025-43. Minnesota. Department of Transportation, 2025. https://rosap.ntl.bts.gov/view/dot/88358.
Tutumluer, Erol, et al. Pavement Design: Performance of Base versus Subbase. Minnesota. Department of Transportation, 2025, Report no. 2025-43, ROSA P. https://rosap.ntl.bts.gov/view/dot/88358.
Montana's severe winters challenge bridge infrastructure with snow, ice, and concrete deterioration. Traditional deicing methods are often insufficient, harmful, and costly. This research explored using shallow geothermal energy for sustainable bridge deck deicing. Through lab tests, simulations, and machine learning, the system showed it could kee
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Khosravi, M., Turner, E., Sherazi, S. H. A., Plymesser, K., Matteson, K., Pourakbar, M., Nazemi, N., Dadgostari, F., Toomani, P., & McKittrick, L. (2025). A Feasibility Study of Road Culvert/Bridge Deck Deicing Using Geothermal Energy (Report No. FHWA/MT-25-002/9890-784). Montana. Department of Transportation. Research Programs. https://doi.org/10.21949/1529
Khosravi, Mohammad, Ethan Turner, Syed Haider Ali Sherazi, Kathyrn Plymesser, Kirsten Matteson, Mehran Pourakbar, Neda Nazemi, Faraz Dadgostari, Pooria Toomani, and Ladean McKittrick. A Feasibility Study of Road Culvert/Bridge Deck Deicing Using Geothermal Energy. Report no. FHWA/MT-25-002/9890-784. Montana. Department of Transportation. Research Programs, 2025. https://doi.org/10.21949/1529.
Khosravi, Mohammad, et al. A Feasibility Study of Road Culvert/Bridge Deck Deicing Using Geothermal Energy. Montana. Department of Transportation. Research Programs, 2025, Report no. FHWA/MT-25-002/9890-784, ROSA P. https://doi.org/10.21949/1529.
This report presents a comprehensive assessment of the technical and economic feasibility of deploying renewable energy - powered lighting systems at roundabouts across Georgia. Driven by the dual goals of enhancing nighttime traffic safety and advancing sustainable infrastructure, the study integrates high-resolution meteorological data, renewable
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Yang, J. J., Bian, J., & Qin, J. (2025). Feasibility Assessment of Alternative Power Options for Roundabout Lighting in Georgia (Report No. FHWA-GA-25-2415). Georgia. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/85458
Yang, Jidong J, Jiachen Bian, and Jiayi Qin. Feasibility Assessment of Alternative Power Options for Roundabout Lighting in Georgia. Report no. FHWA-GA-25-2415. Georgia. Department of Transportation, 2025. https://rosap.ntl.bts.gov/view/dot/85458.
Yang, Jidong J, et al. Feasibility Assessment of Alternative Power Options for Roundabout Lighting in Georgia. Georgia. Department of Transportation, 2025, Report no. FHWA-GA-25-2415, ROSA P. https://rosap.ntl.bts.gov/view/dot/85458.
Ultra-high performance concrete (UHPC) is known for its exceptionally high mechanical properties and enhanced durability performance. In Accelerated Bridge Construction (ABC), UHPC can be used for precast structural members as well as for bridge repairs, retrofitting and overlay construction. Densely compacted UHPC has a compressive strength of mor
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Mohr, B. J., Maleque, M. S. E., Islam, M. S., Huff, T., & Henderson, R. C. (2025). Development of Tennessee UHPC for Bridge Applications. Tennessee. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/85819
Mohr, Benjamin J, Md Saeid Ebna Maleque, M. Shariful Islam, Timothy Huff, and R Craig Henderson. Development of Tennessee UHPC for Bridge Applications. Tennessee. Department of Transportation, 2025. https://rosap.ntl.bts.gov/view/dot/85819.
Mohr, Benjamin J, et al. Development of Tennessee UHPC for Bridge Applications. Tennessee. Department of Transportation, 2025, ROSA P. https://rosap.ntl.bts.gov/view/dot/85819.
This report provides guidance to the Texas Department of Transportation (TxDOT) on the potential implementation of Carbon Capture, Utilization, and Storage (CCUS) technologies in transportation infrastructure projects. It synthesizes recent developments in CCUS funding, policy, and technical applications, with the understanding that many of these d
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Schwerdt, T., Rausch, C., Ferron, R., Baral, A., Dubay, C., Loftus-Otway, L., & Rogers, L. (2025). Guidelines for Implementing Carbon Capture, Utilization and Storage (CCUS) Technologies on TxDOT Projects (Report No. 0-7231 – P1). University of Texas at Austin. Center for Transportation Research. https://rosap.ntl.bts.gov/view/dot/86839
Schwerdt, Tom, Christopher Rausch, Raissa Ferron, Aniruddha Baral, Caitlin Dubay, Lisa Loftus-Otway, and Laura Rogers. Guidelines for Implementing Carbon Capture, Utilization and Storage (CCUS) Technologies on TxDOT Projects. Report no. 0-7231 – P1. University of Texas at Austin. Center for Transportation Research, 2025. https://rosap.ntl.bts.gov/view/dot/86839.
Schwerdt, Tom, et al. Guidelines for Implementing Carbon Capture, Utilization and Storage (CCUS) Technologies on TxDOT Projects. University of Texas at Austin. Center for Transportation Research, 2025, Report no. 0-7231 – P1, ROSA P. https://rosap.ntl.bts.gov/view/dot/86839.
In this report we explore where and how to enhance road safety in Wisconsin through reducing collisions with large wild mammals on state-maintained routes, while also ensuring safe crossing opportunities for wildlife. We identified and prioritized road sections in Wisconsin along state-maintained routes that have a relatively high concentration of
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Huijser, M. P., & Bell, M. A. (2025). Wildlife Crossing Hotspot Analyses for Major Highways in Wisconsin, USA (Report No. 4WB112-A). Montana State University. Western Transportation Institute. https://rosap.ntl.bts.gov/view/dot/89221
Huijser, Marcel P. and Matthew A. Bell. Wildlife Crossing Hotspot Analyses for Major Highways in Wisconsin, USA. Report no. 4WB112-A. Montana State University. Western Transportation Institute, 2025. https://rosap.ntl.bts.gov/view/dot/89221.
Huijser, Marcel P., and Matthew A. Bell Wildlife Crossing Hotspot Analyses for Major Highways in Wisconsin, USA. Montana State University. Western Transportation Institute, 2025, Report no. 4WB112-A, ROSA P. https://rosap.ntl.bts.gov/view/dot/89221.
The researchers employed a multi-phase approach beginning with analytical modeling of typical TxDOT multi-column bents. Using plastic collapse mechanism analysis, they determined the flexural strength required to withstand the AASHTO-specified 600-kip vehicular collision load. This analysis established that while a ductile flexural failure in the c
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Bayrak, O., Wang, H. C., Briscoe, T. J., Kraus, P., Castano, J. E., Mursel, S., Yu, Y., Jang, H., Saqan, E., Zaborac, J., Webb, Z. D., & Ferche, A. C. (2025). The Service and Ultimate Behavior of Bent-to-Column Joints in TxDOT Substructures [Project Summary] (Report No. 0-7113). University of Texas at Austin. Center for Transportation Research. https://rosap.ntl.bts.gov/view/dot/89059
Bayrak, Oguzhan, Hwa-Ching Wang, Terence J. Briscoe, Pavel Kraus, Juan E. Castano, Seda Mursel, and Yongjae Yu, et al.. The Service and Ultimate Behavior of Bent-to-Column Joints in TxDOT Substructures [Project Summary]. Report no. 0-7113. University of Texas at Austin. Center for Transportation Research, 2025. https://rosap.ntl.bts.gov/view/dot/89059.
Bayrak, Oguzhan, et al. The Service and Ultimate Behavior of Bent-to-Column Joints in TxDOT Substructures [Project Summary]. University of Texas at Austin. Center for Transportation Research, 2025, Report no. 0-7113, ROSA P. https://rosap.ntl.bts.gov/view/dot/89059.
This research effort accomplished the objectives of this study by conducting a review of the transportation and engineering workforce literature, survey analysis of hiring, retention, and attitudinal data (for both current employees and graduating college seniors), evaluation of knowledge management, and transfer of knowledge practices. Based on an
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Singh, R., Qin, X., Li, Y., & Bill, A. (2025). Investing in Engineering Talent (Report No. 0092-24-14). Wisconsin. Dept. of Transportation. Library and Research Unit. https://rosap.ntl.bts.gov/view/dot/89227
Singh, Romila, Xiao Qin, Yang Li, and Andi Bill. Investing in Engineering Talent. Report no. 0092-24-14. Wisconsin. Dept. of Transportation. Library and Research Unit, 2025. https://rosap.ntl.bts.gov/view/dot/89227.
Singh, Romila, et al. Investing in Engineering Talent. Wisconsin. Dept. of Transportation. Library and Research Unit, 2025, Report no. 0092-24-14, ROSA P. https://rosap.ntl.bts.gov/view/dot/89227.
The interaction between tires and the road surface is crucial for maintaining vehicle stability and safety. The frictional forces at the tire-road interface, along with the coefficient of friction, affect vehicle dynamics, influencing transportation safety. Rapid advancements in transportation technology, infrastructure demands, and safety regulati
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Tao, C., Lin, Y., Duan, J., Peng, C., Bao, J., Jiang, Y., & Li, S. (2025). Implementing an Advanced Friction Testing Program for Seamless Coverage of INDOT System (Report No. FHWA/IN/JTRP-2025/22). Purdue University. Joint Transportation Research Program. https://doi.org/10.5703/1288284317908
Tao, Chengcheng, Yizhou Lin, Junyi Duan, Cheng Peng, Jieyi Bao, Yi Jiang, and Shuo Li. Implementing an Advanced Friction Testing Program for Seamless Coverage of INDOT System. Report no. FHWA/IN/JTRP-2025/22. Purdue University. Joint Transportation Research Program, 2025. https://doi.org/10.5703/1288284317908.
Tao, Chengcheng, et al. Implementing an Advanced Friction Testing Program for Seamless Coverage of INDOT System. Purdue University. Joint Transportation Research Program, 2025, Report no. FHWA/IN/JTRP-2025/22, ROSA P. https://doi.org/10.5703/1288284317908.
This research provides a strategic assessment of how Artificial Intelligence (AI) can be effectively integrated into the operations of the Wisconsin Department of Transportation (WisDOT). The purpose of the research is to identify key opportunities, challenges, and implementation pathways for AI across six major transportation domains: asset manage
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Chen, S., Li, P., Sheng, Z., Ma, J., Cheng, Y., Qin, X., Li, Y., Shi, T., & Roberts, J. (2025). Artificial Intelligence in Transportation (Report No. 0092-24-14). Wisconsin. Dept. of Transportation. Library and Research Unit. https://rosap.ntl.bts.gov/view/dot/89224
Chen, Sikai, Pei Li, Zihao Sheng, Junyi Ma, Yang Cheng, Xiao Qin, Yang Li, Tom Shi, and Joel Roberts. Artificial Intelligence in Transportation. Report no. 0092-24-14. Wisconsin. Dept. of Transportation. Library and Research Unit, 2025. https://rosap.ntl.bts.gov/view/dot/89224.
Chen, Sikai, et al. Artificial Intelligence in Transportation. Wisconsin. Dept. of Transportation. Library and Research Unit, 2025, Report no. 0092-24-14, ROSA P. https://rosap.ntl.bts.gov/view/dot/89224.
Following its adoption of the new AASHTO Bridge Element Inspection Manual, the Florida Department of Transportation (FDOT) has been collecting bridge element condition data in order to use the AASHTO’s Bridge Management (BrM) software. Now, to aid the Department in satisfying the various federal requirements and prepare for anticipated changes at t
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Sobanjo, J. O., & Thompson, P. D. (2025). Enhancement of AASHTOWare Bridge Management for Florida’s Bridge Inspection and Asset Management (Report No. BED30 TWO 977-10). Florida. Department of Transportation. Research Center. https://rosap.ntl.bts.gov/view/dot/89398
Sobanjo, John O. and Paul D. Thompson. Enhancement of AASHTOWare Bridge Management for Florida’s Bridge Inspection and Asset Management. Report no. BED30 TWO 977-10. Florida. Department of Transportation. Research Center, 2025. https://rosap.ntl.bts.gov/view/dot/89398.
Sobanjo, John O., and Paul D. Thompson Enhancement of AASHTOWare Bridge Management for Florida’s Bridge Inspection and Asset Management. Florida. Department of Transportation. Research Center, 2025, Report no. BED30 TWO 977-10, ROSA P. https://rosap.ntl.bts.gov/view/dot/89398.
Secondary crashes resulting from traffic queues are a significant national safety concern. Traffic Incident Management (TIM), which involves coordinated multi-agency response to roadway incidents, is widely recognized as an effective approach to mitigating these crashes. This study aimed to develop a library of after-action case studies to support
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Overall, M. W., Mukai, J., Sakhare, R. S., Desai, J., Lowther, H., Cox, E. D., Sturdevant, J. R., & Bullock, D. M. (2025). Development of Incident Management Performance Measures Database and Supporting Training Material (Report No. FHWA/IN/JTRP-2025/21). Purdue University. Joint Transportation Research Program. https://rosap.ntl.bts.gov/view/dot/89821
Overall, Myles W., Justin Mukai, Rahul Suryakant Sakhare, Jairaj Desai, Hillary Lowther, Edward D. Cox, James R. Sturdevant, and Darcy M. Bullock. Development of Incident Management Performance Measures Database and Supporting Training Material. Report no. FHWA/IN/JTRP-2025/21. Purdue University. Joint Transportation Research Program, 2025. https://rosap.ntl.bts.gov/view/dot/89821.
Overall, Myles W., et al. Development of Incident Management Performance Measures Database and Supporting Training Material. Purdue University. Joint Transportation Research Program, 2025, Report no. FHWA/IN/JTRP-2025/21, ROSA P. https://rosap.ntl.bts.gov/view/dot/89821.
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