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.
Georgia has triggered the Federal Highway Administration's Older Drivers and Pedestrians Special Rule for two consecutive comparison periods. As a result, the State is required to incorporate strategies addressing senior road user safety into its Strategic Highway Safety Plan. This report responds directly to this requirement. The objective of this
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Tsai, Y. (., Luo, S., & Cabe, R. (2026). Enhancing the Safety of Georgia's Senior Drivers and Pedestrians by Analyzing Crash Characteristics and Behavior (Report No. FHWA-GA-26-2411). Georgia. Department of Transportation. Office of Performance-Based Management & Research. https://rosap.ntl.bts.gov/view/dot/92477
Tsai, Yichang (James), Shiwei Luo, and Reid Cabe. Enhancing the Safety of Georgia's Senior Drivers and Pedestrians by Analyzing Crash Characteristics and Behavior. Report no. FHWA-GA-26-2411. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2026. https://rosap.ntl.bts.gov/view/dot/92477.
Tsai, Yichang (James), et al. Enhancing the Safety of Georgia's Senior Drivers and Pedestrians by Analyzing Crash Characteristics and Behavior. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2026, Report no. FHWA-GA-26-2411, ROSA P. https://rosap.ntl.bts.gov/view/dot/92477.
The objective of this research project was to identify the obstacles or impediments to successfully and reliably using HESC for structural bridge deck overlays on Oregon bridges and to develop the standards, specifications, processes, and practices necessary to using them on ODOT bridges. Rapid strength gain is a desired property for fast and effic
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Supporting Files
Ideker, J. H., Isgor, O. B., Trejo, D., Weiss, W. J., Parashar, A., Tuinukuafe, A., Noor, L., & Smith, J. A. (2026). Alternative High Early Strength Concrete (HESC) Structural Overlays (Report No. FHWA-OR-RD-27-01). Oregon. Department of Transportation. Research Section. https://rosap.ntl.bts.gov/view/dot/92564
Ideker, Jason H., O. Burkan Isgor, David Trejo, W. Jason Weiss, Anuj Parashar, Atolo Tuinukuafe, Lamiya Noor, and Jeremy Asher Smith. Alternative High Early Strength Concrete (HESC) Structural Overlays. Report no. FHWA-OR-RD-27-01. Oregon. Department of Transportation. Research Section, 2026. https://rosap.ntl.bts.gov/view/dot/92564.
Ideker, Jason H., et al. Alternative High Early Strength Concrete (HESC) Structural Overlays. Oregon. Department of Transportation. Research Section, 2026, Report no. FHWA-OR-RD-27-01, ROSA P. https://rosap.ntl.bts.gov/view/dot/92564.
Anthropogenic noise and light have been shown to impact wildlife behavior, distribution, movement, and population fitness and survival. Traffic noise and light can inhibit wildlife use of areas adjacent to roads, impair wildlife perception of traffic risks, and cause a barrier effect to wildlife occurrence and movement well beyond road edges. A cri
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Hodgson, B., Waetjen, D., Lemieux, S., Haworth, L., Morris, L., & Shilling, F. (2026). Modeling Traffic Noise and Light on Natural Landscapes at the State Scale (Report No. NCST-UCD-RR-26-01). National Center for Sustainable Transportation (NCST) (UTC). https://doi.org/10.7922/G2ZP44GB
Hodgson, Benjamin, David Waetjen, Shannon Lemieux, Lorna Haworth, Laura Morris, and Fraser Shilling. Modeling Traffic Noise and Light on Natural Landscapes at the State Scale. Report no. NCST-UCD-RR-26-01. National Center for Sustainable Transportation (NCST) (UTC), 2026. https://doi.org/10.7922/G2ZP44GB.
Hodgson, Benjamin, et al. Modeling Traffic Noise and Light on Natural Landscapes at the State Scale. National Center for Sustainable Transportation (NCST) (UTC), 2026, Report no. NCST-UCD-RR-26-01, ROSA P. https://doi.org/10.7922/G2ZP44GB.
Pedestrian crosswalks, bike lanes, and medians are key safety devices in a multi-modal highway network. However, there is no statewide map of these assets' locations and types. Such a map would benefit planning, maintenance, safety assessments, and network analyses for ODOT and its partners. Currently, ODOT collects asset information through site v
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Jung, J., Olsen, M. J., Che, E., Rastiveis, H., Turkan, Y., & Parrish, C. (2026). Automated Lidar Data to Develop and Manage Active Transportation Asset Inventories (Report No. FHWA-OR-RD-27-03). Oregon. Department of Transportation. Research Section. https://rosap.ntl.bts.gov/view/dot/92752
Jung, Jaehoon, Michael J. Olsen, Erzhuo Che, Heidar Rastiveis, Yelda Turkan, and Christopher Parrish. Automated Lidar Data to Develop and Manage Active Transportation Asset Inventories. Report no. FHWA-OR-RD-27-03. Oregon. Department of Transportation. Research Section, 2026. https://rosap.ntl.bts.gov/view/dot/92752.
Jung, Jaehoon, et al. Automated Lidar Data to Develop and Manage Active Transportation Asset Inventories. Oregon. Department of Transportation. Research Section, 2026, Report no. FHWA-OR-RD-27-03, ROSA P. https://rosap.ntl.bts.gov/view/dot/92752.
In the absence of an established mobility hub audit framework, this study developed a prospective audit methodology to evaluate prospective hub locations. Structured site visits documented multimodal transportation connections, amenities, accessibility features, and user supportive infrastructure, including shade, seating, drinking water, public re
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Mata, S. (2026). Dignity by Design: Public Restrooms as Essential Transportation Infrastructure [Public Policy]. University of California, Los Angeles. Lewis Center for Regional Policy Studies. https://rosap.ntl.bts.gov/view/dot/92756
Mata, Stacy. Dignity by Design: Public Restrooms as Essential Transportation Infrastructure [Public Policy]. University of California, Los Angeles. Lewis Center for Regional Policy Studies, 2026. https://rosap.ntl.bts.gov/view/dot/92756.
Mata, Stacy Dignity by Design: Public Restrooms as Essential Transportation Infrastructure [Public Policy]. University of California, Los Angeles. Lewis Center for Regional Policy Studies, 2026, ROSA P. https://rosap.ntl.bts.gov/view/dot/92756.
This project examined the Los Angeles Department of Transportation's Integrated Mobility Hubs (IMH) project to identify design improvements and planning practices and policies that can make transit safer and more accessible after dark.
Valente, L. (2026). Transit Safety Past the Peak: Centering Vulnerable Riders in Mobility Hub Design [Policy Brief]. University of California, Los Angeles. Lewis Center for Regional Policy Studies. https://rosap.ntl.bts.gov/view/dot/92751
Valente, Luis. Transit Safety Past the Peak: Centering Vulnerable Riders in Mobility Hub Design [Policy Brief]. University of California, Los Angeles. Lewis Center for Regional Policy Studies, 2026. https://rosap.ntl.bts.gov/view/dot/92751.
Valente, Luis Transit Safety Past the Peak: Centering Vulnerable Riders in Mobility Hub Design [Policy Brief]. University of California, Los Angeles. Lewis Center for Regional Policy Studies, 2026, ROSA P. https://rosap.ntl.bts.gov/view/dot/92751.
A field study was developed combining an automated driving system (ADS) vehicle and magnetometer-based sensing system to test the detectability, repeatability, and reliability of pavement encoded electromagnetic (EM) strips placed on the surface of concrete and asphalt pavement. The objective was to define the EM strips' patterns, lateral vehicle p
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Sakulneya, A., Liu, P., Hsiao, C. C., Talebpour, A., & Roesler, J. (2026). Enhancing Pavement-Encoded Signages for Precise Driving Automation (Report No. ICT-26-009). University of Michigan. Center for Connected and Automated Transportation. https://doi.org/10.36501/0197-9191/26-009
Sakulneya, Apidej, Pengyuan Liu, Chun-Chien Hsiao, Alireza Talebpour, and Jeffery Roesler. Enhancing Pavement-Encoded Signages for Precise Driving Automation. Report no. ICT-26-009. University of Michigan. Center for Connected and Automated Transportation, 2026. https://doi.org/10.36501/0197-9191/26-009.
Sakulneya, Apidej, et al. Enhancing Pavement-Encoded Signages for Precise Driving Automation. University of Michigan. Center for Connected and Automated Transportation, 2026, Report no. ICT-26-009, ROSA P. https://doi.org/10.36501/0197-9191/26-009.
This study analyzes track allocation as a practical problem of how a busy railway shares limited time on the same track. First, Indian Railways' rules for planning maintenance blocks were reviewed, including the rolling block system and the way line capacity is calculated. This is helpful in understanding how the system is supposed to work on paper
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Shukla, U. (2026). A Corridor Pilot for Better Track-Time Governance in Indian Railways [Policy Brief]. University of California, Los Angeles. Institute of Transportation Studies. https://doi.org/10.17610/T61K6H
Shukla, Utsav. A Corridor Pilot for Better Track-Time Governance in Indian Railways [Policy Brief]. University of California, Los Angeles. Institute of Transportation Studies, 2026. https://doi.org/10.17610/T61K6H.
Shukla, Utsav A Corridor Pilot for Better Track-Time Governance in Indian Railways [Policy Brief]. University of California, Los Angeles. Institute of Transportation Studies, 2026, ROSA P. https://doi.org/10.17610/T61K6H.
For this study, a GIS analysis was first conducted to map equestrian communities and their demographics within Council District 7, using brown bin service locations and designated horse keeping zones as proxies for horse populations (Figure 1).To support this analysis, community members participated in mapping exercises to identify their travel rou
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Johnson, M. (2026). Understanding Suburban Equestrian Transportation Safety [Policy Brief]. University of California, Los Angeles. Institute of Transportation Studies. https://doi.org/10.17610/T6CS4X
Johnson, Milena. Understanding Suburban Equestrian Transportation Safety [Policy Brief]. University of California, Los Angeles. Institute of Transportation Studies, 2026. https://doi.org/10.17610/T6CS4X.
Johnson, Milena Understanding Suburban Equestrian Transportation Safety [Policy Brief]. University of California, Los Angeles. Institute of Transportation Studies, 2026, ROSA P. https://doi.org/10.17610/T6CS4X.
Recycling highway construction materials and minimizing the use of virgin materials can reduce pavement life cycle costs, improve highway network conditions, conserve natural resources, and protect the environment. Although using recycled asphalt pavements (RAP) is beneficial in many aspects, aged binder in RAP gives rise to failure under repeated
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Sukhija, M., & Coleri, E. (2026). Increasing Asphalt Recycling to Reduce Paving Costs, Improve Pavement Longevity, and Reduce Environmental Impact (Report No. FHWA-OR-RD-27-04). Oregon. Department of Transportation. Research Section. https://rosap.ntl.bts.gov/view/dot/92761
Sukhija, Mayank and Erdem Coleri. Increasing Asphalt Recycling to Reduce Paving Costs, Improve Pavement Longevity, and Reduce Environmental Impact. Report no. FHWA-OR-RD-27-04. Oregon. Department of Transportation. Research Section, 2026. https://rosap.ntl.bts.gov/view/dot/92761.
Sukhija, Mayank, and Erdem Coleri Increasing Asphalt Recycling to Reduce Paving Costs, Improve Pavement Longevity, and Reduce Environmental Impact. Oregon. Department of Transportation. Research Section, 2026, Report no. FHWA-OR-RD-27-04, ROSA P. https://rosap.ntl.bts.gov/view/dot/92761.
Aggressive driving is a prevalent traffic safety concern that contributes to crash risk and undermines traffic safety culture. Building on Phase 1 work that defined aggressive driving and identified promising intervention points, this Phase 2 study examined two complementary strategies to reduce aggressive driving: supporting bystanders (i.e., spou
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Hanson, B. L., Green, K., MacFarlane, J., Charbonneau, B. Z., Guajardo, K., & Finley, K. (2026). Understanding Aggressive Driving and Ways to Reduce It, Phase 2: Engaging Bystanders and Developing Effective Messages (Report No. FHWA/MT-26-002/8882-444-26). Montana. Department of Transportation. https://doi.org/10.21949/m4se-g893
Hanson, Bridget L., Kelly Green, Jennifer MacFarlane, Brooke Z. Charbonneau, Kaylee Guajardo, and Kari Finley. Understanding Aggressive Driving and Ways to Reduce It, Phase 2: Engaging Bystanders and Developing Effective Messages. Report no. FHWA/MT-26-002/8882-444-26. Montana. Department of Transportation, 2026. https://doi.org/10.21949/m4se-g893.
Hanson, Bridget L., et al. Understanding Aggressive Driving and Ways to Reduce It, Phase 2: Engaging Bystanders and Developing Effective Messages. Montana. Department of Transportation, 2026, Report no. FHWA/MT-26-002/8882-444-26, ROSA P. https://doi.org/10.21949/m4se-g893.
This study supported the Tennessee Department of Transportation's implementation of Balanced Mix Design (BMD) for TDOT 411-D dense-graded surface mixtures by developing local benchmarking data, evaluating aging procedures, comparing 6-inch Superpave gyratory-compacted and 4-inch Marshall-compacted specimens, and recommending preliminary performance
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Huang, B., Zhang, J., & Huang, K. (2026). Benchmarking Study of TDOT D Mixtures for Balanced Mix Design (Report No. RES2024-07). Tennessee. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/92825
Huang, Baoshan, Jingyue Zhang, and Kai Huang. Benchmarking Study of TDOT D Mixtures for Balanced Mix Design. Report no. RES2024-07. Tennessee. Department of Transportation, 2026. https://rosap.ntl.bts.gov/view/dot/92825.
Huang, Baoshan, et al. Benchmarking Study of TDOT D Mixtures for Balanced Mix Design. Tennessee. Department of Transportation, 2026, Report no. RES2024-07, ROSA P. https://rosap.ntl.bts.gov/view/dot/92825.
There is a need to understand how transportation provision affects changes in travel including induced travel. Studies are especially needed in places where the increase in travel is substantial. Current research on induced travel in Tennessee has been largely lacking. Prior studies have often used the instrumental approach to isolate the effect of
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Antipova, A., Mishra, S., Agrawal, A., & Biswas, J. (2026). Applying Induced Travel Study in Urban Areas in Tennessee (Report No. RES2024-02). Tennessee. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/92824
Antipova, Angela, Sabya Mishra, Aman Agrawal, and Jayanta Biswas. Applying Induced Travel Study in Urban Areas in Tennessee. Report no. RES2024-02. Tennessee. Department of Transportation, 2026. https://rosap.ntl.bts.gov/view/dot/92824.
Antipova, Angela, et al. Applying Induced Travel Study in Urban Areas in Tennessee. Tennessee. Department of Transportation, 2026, Report no. RES2024-02, ROSA P. https://rosap.ntl.bts.gov/view/dot/92824.
Georgia's aging interstate highway network requires more reliable pavement evaluation to support maintenance and rehabilitation (M&R) planning. Current network-level practices rely primarily on surface condition data, which can lead to project-level cost overruns when structural deficiencies are discovered only after budgets have been defined from
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Tsai, Y. (., Yang, Z., & Lu, B. (2026). Development of an ML-Based Georgia Pavement Structural Condition Evaluation System (Report No. FHWA-GA-26-2304). Georgia. Department of Transportation. Office of Performance-Based Management & Research. https://rosap.ntl.bts.gov/view/dot/92748
Tsai, Yichang (James), Zhongyu Yang, and Bingjie Lu. Development of an ML-Based Georgia Pavement Structural Condition Evaluation System. Report no. FHWA-GA-26-2304. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2026. https://rosap.ntl.bts.gov/view/dot/92748.
Tsai, Yichang (James), et al. Development of an ML-Based Georgia Pavement Structural Condition Evaluation System. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2026, Report no. FHWA-GA-26-2304, ROSA P. https://rosap.ntl.bts.gov/view/dot/92748.
Bridge strikes caused by over-height vehicles frequently damage steel girders and can reduce their load-carrying capacity, requiring rapid and reliable evaluation to ensure structural safety. Current evaluation practices rely on manual measurements that often require traffic disruptions and simplified assessment approaches that do not fully capture
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Ibrahim, A. E., Schissler, L. R., Fahnestock, L. A., LaFave, J. M., & Elbanna, A. E. (2026). Evaluation of Steel Bridge Girders Damaged by Over-Height Vehicle Strikes Using Terrestrial Laser Scanning and Machine Learning (Report No. FHWA-ICT-26-009). Illinois Center for Transportation. https://doi.org/10.36501/0197-9191/26-011
Ibrahim, Ahmed E., Limo R. Schissler, Larry A. Fahnestock, James M. LaFave, and Ahmed E. Elbanna. Evaluation of Steel Bridge Girders Damaged by Over-Height Vehicle Strikes Using Terrestrial Laser Scanning and Machine Learning. Report no. FHWA-ICT-26-009. Illinois Center for Transportation, 2026. https://doi.org/10.36501/0197-9191/26-011.
Ibrahim, Ahmed E., et al. Evaluation of Steel Bridge Girders Damaged by Over-Height Vehicle Strikes Using Terrestrial Laser Scanning and Machine Learning. Illinois Center for Transportation, 2026, Report no. FHWA-ICT-26-009, ROSA P. https://doi.org/10.36501/0197-9191/26-011.
Skewed steel I-girder integral abutment bridges (IABs) are increasingly used due to their structural efficiency and elimination of deck joints. Thermally induced behavior of such bridge systems, however, remains insufficiently understood. This report documents the live load and thermal behavior of skewed steel I-girder bridges, which are representa
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Dorado, R., Zhou, S., LaFave, J. M., & Fahnestock, L. A. (2026). Spatial and Temporal Load Distribution in Steel Bridge Superstructures (Vol. III): Investigation of Skew and Abutment Influence on Steel I-Girder Bridge Performance Under Live Load and Long-Term Thermal Effects Through Field Data and Parametric Studies (Report No. FHWA-ICT-26-010). Illinois Center for Transportation. https://doi.org/10.36501/0197-9191/26-012
Dorado, Ricardo, Siang Zhou, James M. LaFave, and Larry A. Fahnestock. Spatial and Temporal Load Distribution in Steel Bridge Superstructures (Vol. III): Investigation of Skew and Abutment Influence on Steel I-Girder Bridge Performance Under Live Load and Long-Term Thermal Effects Through Field Data and Parametric Studies. Report no. FHWA-ICT-26-010. Illinois Center for Transportation, 2026. https://doi.org/10.36501/0197-9191/26-012.
Dorado, Ricardo, et al. Spatial and Temporal Load Distribution in Steel Bridge Superstructures (Vol. III): Investigation of Skew and Abutment Influence on Steel I-Girder Bridge Performance Under Live Load and Long-Term Thermal Effects Through Field Data and Parametric Studies. Illinois Center for Transportation, 2026, Report no. FHWA-ICT-26-010, ROSA P. https://doi.org/10.36501/0197-9191/26-012.
The Montana Department of Transportation installed nearly 600 miles of sinusoidal centerline rumble strips (SCLRS) in 2021.These were mostly installed on high-speed, two-lane rural highways, in the Kalispell Division and Missoula area. The sinusoidal pattern produces lower exterior noise levels than conventional centerline rumble strips, but the sa
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Donnell, E. T., Gayah, V. V., Poudel, P., & Ahmad, N. (2026). Safety Evaluation of Sinusoidal Centerline Rumble Strips (Report No. FHWA/MT-26-003/09932-820). Montana. Department of Transportation. https://doi.org/10.21949/1529575
Donnell, Eric T., Vikash V. Gayah, Prakash Poudel, and Numan Ahmad. Safety Evaluation of Sinusoidal Centerline Rumble Strips. Report no. FHWA/MT-26-003/09932-820. Montana. Department of Transportation, 2026. https://doi.org/10.21949/1529575.
Donnell, Eric T., et al. Safety Evaluation of Sinusoidal Centerline Rumble Strips. Montana. Department of Transportation, 2026, Report no. FHWA/MT-26-003/09932-820, ROSA P. https://doi.org/10.21949/1529575.
Traffic crashes and the associated injuries and fatalities remain a major public safety concern in Texas and across the United States. In this project, researchers developed statistical models to assess pavement susceptibility to crashes (i.e., the probability of crash occurrence), considering various pavement conditions, as well as traffic volume,
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Gharaibeh, N. G., Gao, L., Kutela, B., Tarnini, Y., Talebzadeh, M., & Katale, T. (2026). Enhancing Pavement Safety in Texas: Crash Susceptibility Modeling, GIS Tool, and Hydroplaning Risk Assessment (Report No. FHWA/TX-26/0-7177-R1). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/93247
Gharaibeh, Nasir G., Lu Gao, Boniphace Kutela, Yussuf Tarnini, Mohammad Talebzadeh, and Tejaswini Katale. Enhancing Pavement Safety in Texas: Crash Susceptibility Modeling, GIS Tool, and Hydroplaning Risk Assessment. Report no. FHWA/TX-26/0-7177-R1. Texas Transportation Institute. Texas A&M University, 2026. https://rosap.ntl.bts.gov/view/dot/93247.
Gharaibeh, Nasir G., et al. Enhancing Pavement Safety in Texas: Crash Susceptibility Modeling, GIS Tool, and Hydroplaning Risk Assessment. Texas Transportation Institute. Texas A&M University, 2026, Report no. FHWA/TX-26/0-7177-R1, ROSA P. https://rosap.ntl.bts.gov/view/dot/93247.
The University of South Florida's Corrosion Research Laboratory previously developed a tendon imaging unit (TIU) capable of providing representative cross-section images of external tendons that show strand envelope position and the likelihood of grouting deficiencies. The objective of this work was to adapt the grout-based TIU for application to w
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Alexander, C. L., Sagüés, A. A., Karki, M., & Kandel, L. (2026). Development of a Non-Destructive Imaging Tool to Identify Deficiencies in External Tendons Containing Flexible Fillers (Report No. BED25-977-20). Florida Department of Transportation. https://rosap.ntl.bts.gov/view/dot/92986
Alexander, Christopher L., Alberto A. Sagüés, Mahesh Karki, and Laxmi Kandel. Development of a Non-Destructive Imaging Tool to Identify Deficiencies in External Tendons Containing Flexible Fillers. Report no. BED25-977-20. Florida Department of Transportation, 2026. https://rosap.ntl.bts.gov/view/dot/92986.
Alexander, Christopher L., et al. Development of a Non-Destructive Imaging Tool to Identify Deficiencies in External Tendons Containing Flexible Fillers. Florida Department of Transportation, 2026, Report no. BED25-977-20, ROSA P. https://rosap.ntl.bts.gov/view/dot/92986.
The statewide driver traffic safety survey provides baseline and longitudinal metrics for the Highway Safety Division and others to use in understanding perceptions and self-reported behaviors related to focus issues. A core set of questions addresses nationally agreed upon priorities, including seat belts, impaired driving, and speeding. In additi
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Vachal, K., Kubas, A., & Andersen, J. (2026). North Dakota Statewide Traffic Safety Survey, 2026: Traffic Safety Performance Measures for State and Federal Agencies (Report No. 334). Upper Great Plains Transportation Institute. https://rosap.ntl.bts.gov/view/dot/92989
Vachal, Kimberly, Andrew Kubas, and Jaclyn Andersen. North Dakota Statewide Traffic Safety Survey, 2026: Traffic Safety Performance Measures for State and Federal Agencies. Report no. 334. Upper Great Plains Transportation Institute, 2026. https://rosap.ntl.bts.gov/view/dot/92989.
Vachal, Kimberly, et al. North Dakota Statewide Traffic Safety Survey, 2026: Traffic Safety Performance Measures for State and Federal Agencies. Upper Great Plains Transportation Institute, 2026, Report no. 334, ROSA P. https://rosap.ntl.bts.gov/view/dot/92989.
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