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 primary objectives of the proposed study are listed below: (1) To identify the possible procedures and a list of candidate continuous friction measurement equipment (CFME) technologies to evaluate pavement friction at different test speeds and operational conditions. (2) To assess the feasibility and possible benefits from the list of candidate
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Smadi, O. G., Alhasan, A., & Sassani, A. (2025). Impact of Pavement Friction on Traffic Safety, Phase 1: Pavement Friction Evaluation (Report No. 19-719). Iowa State University. Center for Transportation Research and Education. https://rosap.ntl.bts.gov/view/dot/85393
Smadi, Omar G., Ahmad Alhasan, and Alireza Sassani. Impact of Pavement Friction on Traffic Safety, Phase 1: Pavement Friction Evaluation. Report no. 19-719. Iowa State University. Center for Transportation Research and Education, 2025. https://rosap.ntl.bts.gov/view/dot/85393.
Smadi, Omar G., et al. Impact of Pavement Friction on Traffic Safety, Phase 1: Pavement Friction Evaluation. Iowa State University. Center for Transportation Research and Education, 2025, Report no. 19-719, ROSA P. https://rosap.ntl.bts.gov/view/dot/85393.
A Management Plan for Historic Bridges in Virginia, published in 2001, identified the management and treatment needs for historic bridges in Virginia (i.e., bridges individually eligible for or listed on the National Register of Historic Places) that were under some measure of state purview. Updates to the plan at 5-year intervals are now required
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Miller, A. B. (2025). A Management Plan for Historic Bridges in Virginia: The 2024 Update (Report No. FHWA/VTRC 26-R03). Virginia. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/85435
Miller, Ann B.. A Management Plan for Historic Bridges in Virginia: The 2024 Update. Report no. FHWA/VTRC 26-R03. Virginia. Department of Transportation, 2025. https://rosap.ntl.bts.gov/view/dot/85435.
Miller, Ann B. A Management Plan for Historic Bridges in Virginia: The 2024 Update. Virginia. Department of Transportation, 2025, Report no. FHWA/VTRC 26-R03, ROSA P. https://rosap.ntl.bts.gov/view/dot/85435.
Despite recent changes to MnDOT mix designs, transverse cracking has still been observed shortly after the bridge deck is poured. The goal of this research was to determine the causes of this cracking and to propose deck reinforcement or mix design practices that efficiently mitigate the problem. Initial investigations focused on synthesizing exist
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Hedegaard, B. D., Gibson, E., & Linderman, L. E. (2025). Deck Reinforcement Detailing and Concrete Mix Additives to Reduce Bridge Deck Cracking (Report No. 2025-38). Minnesota. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/87600
Hedegaard, Brock D., Eric Gibson, and Lauren E Linderman. Deck Reinforcement Detailing and Concrete Mix Additives to Reduce Bridge Deck Cracking. Report no. 2025-38. Minnesota. Department of Transportation, 2025. https://rosap.ntl.bts.gov/view/dot/87600.
Hedegaard, Brock D., et al. Deck Reinforcement Detailing and Concrete Mix Additives to Reduce Bridge Deck Cracking. Minnesota. Department of Transportation, 2025, Report no. 2025-38, ROSA P. https://rosap.ntl.bts.gov/view/dot/87600.
This research examines public satisfaction with winter road maintenance (WRM) and transportation behaviors during snow events in Utah, with the goal of informing more transparent, responsive, and data-driven strategies and public communication. A detailed online survey of 568 residents across six distinct geographic zones captured public perception
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Khanal, S., & Singleton, P. A. (2025). Developing Snow Performance Measures for Public Information (Report No. UT-25.06). Utah Department of Transportation. https://rosap.ntl.bts.gov/view/dot/88344
Khanal, Shailendra and Patrick A. Singleton. Developing Snow Performance Measures for Public Information. Report no. UT-25.06. Utah Department of Transportation, 2025. https://rosap.ntl.bts.gov/view/dot/88344.
Khanal, Shailendra, and Patrick A. Singleton Developing Snow Performance Measures for Public Information. Utah Department of Transportation, 2025, Report no. UT-25.06, ROSA P. https://rosap.ntl.bts.gov/view/dot/88344.
Effective winter road maintenance is crucial for safe travel and represents a substantial portion of the Michigan Department of Transportation’s (MDOT) annual budget. A primary challenge in winter operations is resource allocation for different winter maintenance materials, due to the substantial variability in winter weather conditions across Mich
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Zockaie, A., Fadaei, A., Jazlan, F., Mozafari, H., Ghamami, M., Gates, T. J., Savolainen, P. T., & Andresen, J. (2025). Winter Severity Index with Winter Maintenance Expenses and Material Usage (Report No. SPR-1755). Michigan Department of Transportation. Research Administration. https://rosap.ntl.bts.gov/view/dot/85653
Zockaie, Ali, Ardeshir Fadaei, Farish Jazlan, Hamid Mozafari, Mehrnaz Ghamami, Timothy J. Gates, Peter T. Savolainen, and Jeffrey Andresen. Winter Severity Index with Winter Maintenance Expenses and Material Usage. Report no. SPR-1755. Michigan Department of Transportation. Research Administration, 2025. https://rosap.ntl.bts.gov/view/dot/85653.
Zockaie, Ali, et al. Winter Severity Index with Winter Maintenance Expenses and Material Usage. Michigan Department of Transportation. Research Administration, 2025, Report no. SPR-1755, ROSA P. https://rosap.ntl.bts.gov/view/dot/85653.
During asphalt pavement construction, obtaining adequate and uniform density throughout the pavement layer through the compaction process is critical to achieving the desired performance. Optimum pavement density reduces oxidation potential and moisture damage, decreases rutting potential, and improves fatigue life. Numerous national research proje
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Diefenderfer, B. K., & Nair, H. (2025). Evaluation of a Density Profiling System for Asphalt Pavement Density Measurement (Report No. FHWA/VTRC 26-R01). Virginia Transportation Research Council (VTRC). https://rosap.ntl.bts.gov/view/dot/85292
Diefenderfer, Brian K and Harikrishnan Nair. Evaluation of a Density Profiling System for Asphalt Pavement Density Measurement. Report no. FHWA/VTRC 26-R01. Virginia Transportation Research Council (VTRC), 2025. https://rosap.ntl.bts.gov/view/dot/85292.
Diefenderfer, Brian K, and Harikrishnan Nair Evaluation of a Density Profiling System for Asphalt Pavement Density Measurement. Virginia Transportation Research Council (VTRC), 2025, Report no. FHWA/VTRC 26-R01, ROSA P. https://rosap.ntl.bts.gov/view/dot/85292.
Super 2 highways have been used across Texas for over 20 years, providing operational and safety benefits to rural two-lane highways at a lower cost than widening such facilities to four lanes. More Super 2 highways are planned as the demand increases on the state highway system. Previous research has provided insights on Super 2 safety, but update
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Brewer, M. A., Geedipally, S. R., Speed, J., Das, S., Javed, S. A., & Fitzpatrick, K. (2025). Crash Modification Factors for Super 2 Highways (Report No. FHWA/TX-25/0-7183-R1). Texas. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/86026
Brewer, Marcus A., Srinivas R. Geedipally, John Speed, Subasish Das, Syed Aaqib Javed, and Kay Fitzpatrick. Crash Modification Factors for Super 2 Highways. Report no. FHWA/TX-25/0-7183-R1. Texas. Department of Transportation, 2025. https://rosap.ntl.bts.gov/view/dot/86026.
Brewer, Marcus A., et al. Crash Modification Factors for Super 2 Highways. Texas. Department of Transportation, 2025, Report no. FHWA/TX-25/0-7183-R1, ROSA P. https://rosap.ntl.bts.gov/view/dot/86026.
As transportation systems incorporate computing technology, cybersecurity risks have grown. This project, in collaboration with the Florida Department of Transportation (FDOT) and the Traffic Engineering Research Laboratory (TERL), aims to enhance the security of traffic controllers and related infrastructure by identifying vulnerabilities, develop
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Kourtellis, A., Lin, P. S., Ligatti, J., Dennis, K., & Laverghetta, G. (2025). Mitigation of Cybersecurity Vulnerabilities for Traffic Control Infrastructure. Florida. Department of Transportation. Research Center. https://rosap.ntl.bts.gov/view/dot/88907
Kourtellis, Achilleas, Pei-Sung Lin, Jay Ligatti, Kevin Dennis, and Gabriel Laverghetta. Mitigation of Cybersecurity Vulnerabilities for Traffic Control Infrastructure. Florida. Department of Transportation. Research Center, 2025. https://rosap.ntl.bts.gov/view/dot/88907.
Kourtellis, Achilleas, et al. Mitigation of Cybersecurity Vulnerabilities for Traffic Control Infrastructure. Florida. Department of Transportation. Research Center, 2025, ROSA P. https://rosap.ntl.bts.gov/view/dot/88907.
This research examined the service and ultimate behavior of bridge bent-to-column connections in Texas Department of Transportation (TxDOT) substructures to develop design recommendations for improved structural resilience under extreme events, including flooding, vehicular collision, and loss of column. A three-phase approach was employed. First,
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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., & Bayrak, O. (2025). The Service and Ultimate Behavior of Bent-to-Column Joints in TxDOT Substructures (Report No. FHWA/TX-26/0-7113-1). University of Texas at Austin. Center for Transportation Research. https://rosap.ntl.bts.gov/view/dot/89058
Wang, Hwa-Ching, Terence J. Briscoe, Pavel Kraus, Juan E. Castano, Seda Mursel, Yongjae Yu, and Hansol Jang, et al.. The Service and Ultimate Behavior of Bent-to-Column Joints in TxDOT Substructures. Report no. FHWA/TX-26/0-7113-1. University of Texas at Austin. Center for Transportation Research, 2025. https://rosap.ntl.bts.gov/view/dot/89058.
Wang, Hwa-Ching, et al. The Service and Ultimate Behavior of Bent-to-Column Joints in TxDOT Substructures. University of Texas at Austin. Center for Transportation Research, 2025, Report no. FHWA/TX-26/0-7113-1, ROSA P. https://rosap.ntl.bts.gov/view/dot/89058.
The Florida Department of Transportation (FDOT) has several managed lane facilities throughout the state. Managed lanes (MLs) are commonly constructed adjacent to general-purpose lanes (GPLs) to improve mobility. The objective of this research was to understand driver behavior on managed lane facilities, specifically pertaining to the type of separ
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Alluri, P., Abou-Senna, H., Mwambeleko, E., Ahmed, S., Nayem, H., & Gupta, A. (2025). Human Factors Study to Understand Driver Behavior on Managed Lane Facilities. Florida. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/88910
Alluri, Priyanka, Hatem Abou-Senna, Enock Mwambeleko, Sharfuddin Ahmed, HM Nayem, and Atharv Gupta. Human Factors Study to Understand Driver Behavior on Managed Lane Facilities. Florida. Department of Transportation, 2025. https://rosap.ntl.bts.gov/view/dot/88910.
Alluri, Priyanka, et al. Human Factors Study to Understand Driver Behavior on Managed Lane Facilities. Florida. Department of Transportation, 2025, ROSA P. https://rosap.ntl.bts.gov/view/dot/88910.
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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Bullock, D. M. (2025). Development of Incident Management Performance Measures Database and Supporting Training Material [Summary]. Purdue University. Joint Transportation Research Program. https://rosap.ntl.bts.gov/view/dot/89822
Bullock, Darcy M.. Development of Incident Management Performance Measures Database and Supporting Training Material [Summary]. Purdue University. Joint Transportation Research Program, 2025. https://rosap.ntl.bts.gov/view/dot/89822.
Bullock, Darcy M. Development of Incident Management Performance Measures Database and Supporting Training Material [Summary]. Purdue University. Joint Transportation Research Program, 2025, ROSA P. https://rosap.ntl.bts.gov/view/dot/89822.
This research addresses the lack of specific, quantitative guidelines within the Georgia Department of Transportation’s (GDOT) Standard Operating Procedure 3 (SOP-3) for evaluating nonconforming precast/prestressed concrete girders. SOP-3 currently provides general recommendations but does not offer objective criteria for acceptance, repair, or rej
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Stewart, L., Kahn, L., Meyer, K. F., Loreto, G., & Contreras, A. K. (2025). Pragmatic Precast/Prestressed Girder Acceptance Criteria (Report No. FHWA-GA-25-2104). Georgia. Department of Transportation. Office of Performance-Based Management & Research. https://rosap.ntl.bts.gov/view/dot/90726
Stewart, Lauren, Lawrence Kahn, Karl F. Meyer, Giovanni Loreto, and Ana K. Contreras. Pragmatic Precast/Prestressed Girder Acceptance Criteria. Report no. FHWA-GA-25-2104. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2025. https://rosap.ntl.bts.gov/view/dot/90726.
Stewart, Lauren, et al. Pragmatic Precast/Prestressed Girder Acceptance Criteria. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2025, Report no. FHWA-GA-25-2104, ROSA P. https://rosap.ntl.bts.gov/view/dot/90726.
This report examines some of the economic and real estate impacts of Connecticut’s CTfastrak and Hartford Line transit systems through a multi-phase, data-driven study. Findings reveal evidence that proximity to transit stations is associated with increased property values, higher property tax revenues, reduced residential and commercial vacancies,
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Cohen, J. P., Zhou, S., & Peller, J. (2025). Data Infographics for CTfastrak and the Hartford Line Survey (Report No. CT-2332-F-25-2, SPR-2332). Connecticut. Department of Transportation. https://hdl.handle.net/11134/3961922
Cohen, Jeffrey P, Songyang Zhou, and Jocelyn Peller. Data Infographics for CTfastrak and the Hartford Line Survey. Report no. CT-2332-F-25-2, SPR-2332. Connecticut. Department of Transportation, 2025. https://hdl.handle.net/11134/3961922.
Cohen, Jeffrey P, et al. Data Infographics for CTfastrak and the Hartford Line Survey. Connecticut. Department of Transportation, 2025, Report no. CT-2332-F-25-2, SPR-2332, ROSA P. https://hdl.handle.net/11134/3961922.
Cold joints frequently occur in reinforced concrete structures. However, current design provisions offer limited guidance for assessing their effect on load transfer and failure mechanisms, particularly when cold joints intersect critical load paths in disturbed regions. To address this technical gap, the Texas Department of Transportation (TxDOT)
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Bayrak, O., Li, B., Sanchez, A. C., Arzadon, S., Zaborac, J., Webb, Z. D., Yu, Y., Jang, H., Wang, H. C., Saqan, E. I., & Ferche, A. C. (2025). 0–7117: Strut-and-Tie Method for Reinforced Concrete Members With Cold Joints [Project Summary Report] (Report No. 0-7117). University of Texas at Austin. Center for Transportation Research. https://rosap.ntl.bts.gov/view/dot/92013
Bayrak, Oguzhan, Brandon Li, Andrea Campos Sanchez, Simon Arzadon, Jarrod Zaborac, Zachary D. Webb, and Yongjae Yu, et al.. 0–7117: Strut-and-Tie Method for Reinforced Concrete Members With Cold Joints [Project Summary Report]. Report no. 0-7117. University of Texas at Austin. Center for Transportation Research, 2025. https://rosap.ntl.bts.gov/view/dot/92013.
Bayrak, Oguzhan, et al. 0–7117: Strut-and-Tie Method for Reinforced Concrete Members With Cold Joints [Project Summary Report]. University of Texas at Austin. Center for Transportation Research, 2025, Report no. 0-7117, ROSA P. https://rosap.ntl.bts.gov/view/dot/92013.
Prestressed concrete girders are widely used in bridge applications in the state of Texas. While the girders have traditionally been utilized for simply-supported bridges, continuous-girder applications have been used recently by employing spliced-concrete girders that allow significant increases in the spans. However, the larger spans introduce in
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Aliasghar-Mamaghani, M., Bjelland, A., Tackett, P., Koyuk, B., Raj Selvaraj, B., Ngamjarungjit, T., Stevens, R., Helwig, T., & Hebdon, M. (2025). Investigate Live Load Distribution and Stability of Prestressed Concrete Girders During Construction (Report No. FHWA/TX-26/0-7115-1). University of Texas at Austin. Center for Transportation Research. https://rosap.ntl.bts.gov/view/dot/93167
Aliasghar-Mamaghani, Mojtaba, Aiden Bjelland, Paul Tackett, Baran Koyuk, Bhushan Raj Selvaraj, Tanakorn Ngamjarungjit, Ryan Stevens, Todd Helwig, and Matthew Hebdon. Investigate Live Load Distribution and Stability of Prestressed Concrete Girders During Construction. Report no. FHWA/TX-26/0-7115-1. University of Texas at Austin. Center for Transportation Research, 2025. https://rosap.ntl.bts.gov/view/dot/93167.
Aliasghar-Mamaghani, Mojtaba, et al. Investigate Live Load Distribution and Stability of Prestressed Concrete Girders During Construction. University of Texas at Austin. Center for Transportation Research, 2025, Report no. FHWA/TX-26/0-7115-1, ROSA P. https://rosap.ntl.bts.gov/view/dot/93167.
The researchers conducted extensive laboratory testing to obtain data on the flexural and torsional stiffness of typical precast girder segments utilized in Texas. Data was obtained in both the uncracked and cracked state considering various combinations of flexure and torsion on the girders. The experiments provided valuable data for validating th
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Helwig, T., Aliasghar-Mamaghani, M., Bjelland, A., Tackett, P., Koyuk, B., Raj Selvaraj, B., Ngamjarungjit, T., Stevens, R., & Hebdon, M. (2025). Investigate Live Load Distribution and Stability of Prestressed Concrete Girders [Project Summary Report] (Report No. 0-7115). Texas Department of Transportation. Research and Technology Implementation Office. https://rosap.ntl.bts.gov/view/dot/93166
Helwig, Todd, Mojtaba Aliasghar-Mamaghani, Aidan Bjelland, Paul Tackett, Baran Koyuk, Bhushan Raj Selvaraj, Tanakorn Ngamjarungjit, Ryan Stevens, and Matthew Hebdon. Investigate Live Load Distribution and Stability of Prestressed Concrete Girders [Project Summary Report]. Report no. 0-7115. Texas Department of Transportation. Research and Technology Implementation Office, 2025. https://rosap.ntl.bts.gov/view/dot/93166.
Helwig, Todd, et al. Investigate Live Load Distribution and Stability of Prestressed Concrete Girders [Project Summary Report]. Texas Department of Transportation. Research and Technology Implementation Office, 2025, Report no. 0-7115, ROSA P. https://rosap.ntl.bts.gov/view/dot/93166.
This project aimed to enhance understanding of the role of reckless driving in traffic safety on Wisconsin roadways and to identify effective countermeasures to mitigate its impact. Reckless driving was defined as crashes involving the following four behaviors: speeding, distracted/drowsy driving, impaired, and aggressive driving. The research bega
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Guler, S. I., Gayah, V. V., Zhang, Y., & Gu, X. (2025). Engineering Countermeasures to Mitigate Reckless Driving Behavior (Report No. 0092-24-11). Wisconsin. Dept. of Transportation. Library and Research Unit. https://rosap.ntl.bts.gov/view/dot/89228
Guler, S. Ilgin, Vikash V. Gayah, Yiqi Zhang, and Xiaohan Gu. Engineering Countermeasures to Mitigate Reckless Driving Behavior. Report no. 0092-24-11. Wisconsin. Dept. of Transportation. Library and Research Unit, 2025. https://rosap.ntl.bts.gov/view/dot/89228.
Guler, S. Ilgin, et al. Engineering Countermeasures to Mitigate Reckless Driving Behavior. Wisconsin. Dept. of Transportation. Library and Research Unit, 2025, Report no. 0092-24-11, ROSA P. https://rosap.ntl.bts.gov/view/dot/89228.
Efficient and accurate record-keeping for maintenance vehicle operations is essential for optimizing resources, improving accountability, and enhancing decision-making for transportation agencies. The Indiana Department of Transportation (INDOT) sought an automated system to verify and improve work order records using telematics-based vehicle track
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Naman, A., Zhang, Y., Ault, A., & Krogmeier, J. V. (2025). Automated Record Keeping for Maintenance Operations via Tracking of Maintenance Vehicles Using Telematics Tracks (Report No. FHWA/IN/JTRP-2025/17). Indiana Department of Transportation. https://rosap.ntl.bts.gov/view/dot/89819
Naman, Anugunj, Yaguang Zhang, Aaron Ault, and James V. Krogmeier. Automated Record Keeping for Maintenance Operations via Tracking of Maintenance Vehicles Using Telematics Tracks. Report no. FHWA/IN/JTRP-2025/17. Indiana Department of Transportation, 2025. https://rosap.ntl.bts.gov/view/dot/89819.
Naman, Anugunj, et al. Automated Record Keeping for Maintenance Operations via Tracking of Maintenance Vehicles Using Telematics Tracks. Indiana Department of Transportation, 2025, Report no. FHWA/IN/JTRP-2025/17, ROSA P. https://rosap.ntl.bts.gov/view/dot/89819.
Research was undertaken to determine the effectiveness of various speed warning technologies across a variety of critical speed-change contexts in order to provide guidance to support future installation and operation of such treatments in Michigan. The speed warning technologies evaluated in this research included dynamic speed feedback signs (DSF
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Gates, T. J., Cavka, M., Keshari, S., Pahari, S., Savolainen, P. T., & Zhao, D. (2025). Efficacy of Speed Warning Technologies (Report No. SPR-1748). Michigan Department of Transportation. Research Administration. https://rosap.ntl.bts.gov/view/dot/85658
Gates, Timothy J., Magdalena Cavka, Sagar Keshari, Sakar Pahari, Peter T. Savolainen, and Dong Zhao. Efficacy of Speed Warning Technologies. Report no. SPR-1748. Michigan Department of Transportation. Research Administration, 2025. https://rosap.ntl.bts.gov/view/dot/85658.
Gates, Timothy J., et al. Efficacy of Speed Warning Technologies. Michigan Department of Transportation. Research Administration, 2025, Report no. SPR-1748, ROSA P. https://rosap.ntl.bts.gov/view/dot/85658.
Departments of Transportation need measurement tools to (1) assess and track over time populations and geographies where mobility investments are needed, (2) assess what is driving the mobility needs of different populations and geographies so as to identify possible interventions, and (3) evaluate the impact of department investments on mobility.
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Murphy, A. K., Griffin, J., & Wileden, L. (2025). Research and Development of a 3-Item Transportation Security Index Mobility Measurement Tool (Report No. SPR-1749). Michigan. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/85297
Murphy, Alexandra K, Jamie Griffin, and Lydia Wileden. Research and Development of a 3-Item Transportation Security Index Mobility Measurement Tool. Report no. SPR-1749. Michigan. Department of Transportation, 2025. https://rosap.ntl.bts.gov/view/dot/85297.
Murphy, Alexandra K, et al. Research and Development of a 3-Item Transportation Security Index Mobility Measurement Tool. Michigan. Department of Transportation, 2025, Report no. SPR-1749, ROSA P. https://rosap.ntl.bts.gov/view/dot/85297.
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