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.
There is a need to evaluate the vulnerability of North Carolina ferry system facilities across the state, both now and as climate change progresses. This will enable the North Carolina Department of Transportation (NCDOT) Ferry Division to plan for adaptation projects to ensure that the system operates successfully into the future. As NCDOT plans f
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Brock, T., Sciaudone, E., Nicholas, D. C., Warren, M., Davis, J., & Findley, D. (2024). Natural Hazards Vulnerability Assessment of the NCDOT Ferry Division Assets (Report No. 2023-14). North Carolina Department of Transportation. Research and Development Unit. https://rosap.ntl.bts.gov/view/dot/92063
Brock, Tim, Elizabeth Sciaudone, D. Chase Nicholas, Mary Warren, Joy Davis, and Daniel Findley. Natural Hazards Vulnerability Assessment of the NCDOT Ferry Division Assets. Report no. 2023-14. North Carolina Department of Transportation. Research and Development Unit, 2024. https://rosap.ntl.bts.gov/view/dot/92063.
Brock, Tim, et al. Natural Hazards Vulnerability Assessment of the NCDOT Ferry Division Assets. North Carolina Department of Transportation. Research and Development Unit, 2024, Report no. 2023-14, ROSA P. https://rosap.ntl.bts.gov/view/dot/92063.
This research aims to investigate opportunities for, and the feasibility of, implementing road diets to help Louisiana develop a network that better accommodates non-motorized travel and meets other potential needs (e.g., speed management).
Bian, R. �., Rupnow, T., & Mitran, E. (2024). Statewide Lane Reconfiguration “Road Diet” Screening for Louisiana: Research Project Capsule [24–6SS]. Louisiana Transportation Research Center. https://rosap.ntl.bts.gov/view/dot/75579
Bian, Ruijie “Rebecca”, Tyson Rupnow, and Elisabeta Mitran. Statewide Lane Reconfiguration “Road Diet” Screening for Louisiana: Research Project Capsule [24–6SS]. Louisiana Transportation Research Center, 2024. https://rosap.ntl.bts.gov/view/dot/75579.
Bian, Ruijie “Rebecca”, et al. Statewide Lane Reconfiguration “Road Diet” Screening for Louisiana: Research Project Capsule [24–6SS]. Louisiana Transportation Research Center, 2024, ROSA P. https://rosap.ntl.bts.gov/view/dot/75579.
The primary objective of this study was to investigate the suitability of D-cracked RCA for subgrade stabilization for hot-mix asphalt (HMA) pavements. This research also evaluated the strength, stiffness, and shrinkage potential of clay subgrade beneath HMA pavements stabilized using D-cracked RCA and various stabilizers. The selected stabilizers
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Tavakol, M., Kulesza, S., Jones, C., Wu, X., & Hossain, M. (2024). Evaluation of Low-Quality Recycled Concrete Pavement Aggregates for Subgrade Soil Stabilization [Technical Summary] (Report No. K-TRAN: KSU-16-2 P2). Kansas. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/76517
Tavakol, Massoumeh, Stacey Kulesza, Christopher Jones, Xingdong Wu, and Mustaque Hossain. Evaluation of Low-Quality Recycled Concrete Pavement Aggregates for Subgrade Soil Stabilization [Technical Summary]. Report no. K-TRAN: KSU-16-2 P2. Kansas. Department of Transportation, 2024. https://rosap.ntl.bts.gov/view/dot/76517.
Tavakol, Massoumeh, et al. Evaluation of Low-Quality Recycled Concrete Pavement Aggregates for Subgrade Soil Stabilization [Technical Summary]. Kansas. Department of Transportation, 2024, Report no. K-TRAN: KSU-16-2 P2, ROSA P. https://rosap.ntl.bts.gov/view/dot/76517.
Conventional culverts are mainly designed to transport water underneath roadways with minimal headwater buildup, resulting in low to moderate peak flow attenuation. On-road structures (ORS) offer an alternative by using the roadway embankment as a dam, restricting flow into the culvert to provide flood storage during large precipitation events. In
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Weber, L., Arenas Amado, A., Demir, I., Wolter, C., & Muste, M. (2024). Assessing the Flood Reduction Benefits of On-Road Structures (Report No. IHRB Project TR-792). Iowa State University. Institute for Transportation. https://rosap.ntl.bts.gov/view/dot/79070
Weber, Larry, Antonio Arenas Amado, Ibrahim Demir, Calvin Wolter, and Marian Muste. Assessing the Flood Reduction Benefits of On-Road Structures. Report no. IHRB Project TR-792. Iowa State University. Institute for Transportation, 2024. https://rosap.ntl.bts.gov/view/dot/79070.
Weber, Larry, et al. Assessing the Flood Reduction Benefits of On-Road Structures. Iowa State University. Institute for Transportation, 2024, Report no. IHRB Project TR-792, ROSA P. https://rosap.ntl.bts.gov/view/dot/79070.
This project instrumented 12 roadside locations along the Route 27 and Route 18 corridors to provide complete coverage of the 2.1-mile testing ground with self-driving grade sensing, computing, and physical and virtual C-V2X technologies. The DataCity testing ground created a living laboratory environment to promote the research, development, and t
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Maher, A., Jafari, M., Gong, J., & Jin, P. J. (2024). New Brunswick Innovation Hub Smart Mobility Testing Ground (SMTG) [Technical Brief] (Report No. FHWA-NJ-2024-003). New Jersey. Department of Transportation. Bureau of Research. https://rosap.ntl.bts.gov/view/dot/79320
Maher, Ali, Mohsen Jafari, Jie Gong, and Peter J. Jin. New Brunswick Innovation Hub Smart Mobility Testing Ground (SMTG) [Technical Brief]. Report no. FHWA-NJ-2024-003. New Jersey. Department of Transportation. Bureau of Research, 2024. https://rosap.ntl.bts.gov/view/dot/79320.
Maher, Ali, et al. New Brunswick Innovation Hub Smart Mobility Testing Ground (SMTG) [Technical Brief]. New Jersey. Department of Transportation. Bureau of Research, 2024, Report no. FHWA-NJ-2024-003, ROSA P. https://rosap.ntl.bts.gov/view/dot/79320.
The Florida Department of Transportation (FDOT) construction specifications include procedures to deal with unacceptable materials that do not meet the specification requirements. When the materials are considered “defective,” the engineer can reject those materials, whether in place or not. The contractor is then directed to remove and replace all
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West, R., Rodezno, C., Taylor, A., Tran, N., & Musselman, J. (2024). A Review of Protocols Used for Evaluating Defective Asphalt Materials and Pavements. Florida. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/88421
West, Randy, Carolina Rodezno, Adam Taylor, Nam Tran, and Jim Musselman. A Review of Protocols Used for Evaluating Defective Asphalt Materials and Pavements. Florida. Department of Transportation, 2024. https://rosap.ntl.bts.gov/view/dot/88421.
West, Randy, et al. A Review of Protocols Used for Evaluating Defective Asphalt Materials and Pavements. Florida. Department of Transportation, 2024, ROSA P. https://rosap.ntl.bts.gov/view/dot/88421.
This report provides the results from a study of an LCC-MSE wall test section, including vertical earth pressures and settlement, lateral earth pressures, temperatures throughout the fill, and pullout resistance of reinforcement at various points in the curing process for approximately one year.
Parsons, R. L., Liu, H., & Han, J. (2024). Field Monitoring of a Mechanically Stabilized Earth Wall Backfilled with Lightweight Cellular Concrete [Technical Summary] (Report No. KS-24-03). Kansas. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/75724
Parsons, Robert L., Hao Liu, and Jie Han. Field Monitoring of a Mechanically Stabilized Earth Wall Backfilled with Lightweight Cellular Concrete [Technical Summary]. Report no. KS-24-03. Kansas. Department of Transportation, 2024. https://rosap.ntl.bts.gov/view/dot/75724.
Parsons, Robert L., et al. Field Monitoring of a Mechanically Stabilized Earth Wall Backfilled with Lightweight Cellular Concrete [Technical Summary]. Kansas. Department of Transportation, 2024, Report no. KS-24-03, ROSA P. https://rosap.ntl.bts.gov/view/dot/75724.
This research is a behavioral approach to address the critical transportation challenges in Tennessee, particularly the reliance on Single Occupant Vehicles (SOVs). Despite efforts by different agencies across the US to promote sustainable alternatives through Travel Demand Management (TDM) initiatives, public participation and the effectiveness of
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Mishra, S., Golias, M. M., Brakewood, C., & Aravind, A. (2024). Influencing Mode Shift Through Behavioral Change Strategies (Report No. RES: 2023-06). Tennessee. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/76970
Mishra, Sabyasachee, Mihalis M. Golias, Candace Brakewood, and Avani Aravind. Influencing Mode Shift Through Behavioral Change Strategies. Report no. RES: 2023-06. Tennessee. Department of Transportation, 2024. https://rosap.ntl.bts.gov/view/dot/76970.
Mishra, Sabyasachee, et al. Influencing Mode Shift Through Behavioral Change Strategies. Tennessee. Department of Transportation, 2024, Report no. RES: 2023-06, ROSA P. https://rosap.ntl.bts.gov/view/dot/76970.
The Georgia Department of Transportation (GDOT) is responsible for pavement management of 7,100 centerline miles, encompassing diverse terrain types. The conventional “one size fits all” approach is no longer viable as pavement condition depends on several internal and external factors that are different from district to district, e.g., material, c
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Moore, B. P., Baek, M., Ashuri, B., Chung, F., & Paik, Y. (2024). Enhancing the GDOT’s Maintenance Decision Trees Considering the Effectiveness of Various Treatment Options in Different Geographical Locations and Over Time (Report No. FHWA-GA-24-2103). Georgia. Department of Transportation. Office of Performance-Based Management & Research. https://rosap.ntl.bts.gov/view/dot/76511
Moore, Brian P, Minsoo Baek, Baabak Ashuri, Frederick Chung, and Yejee Paik. Enhancing the GDOT’s Maintenance Decision Trees Considering the Effectiveness of Various Treatment Options in Different Geographical Locations and Over Time. Report no. FHWA-GA-24-2103. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2024. https://rosap.ntl.bts.gov/view/dot/76511.
Moore, Brian P, et al. Enhancing the GDOT’s Maintenance Decision Trees Considering the Effectiveness of Various Treatment Options in Different Geographical Locations and Over Time. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2024, Report no. FHWA-GA-24-2103, ROSA P. https://rosap.ntl.bts.gov/view/dot/76511.
As an alternative to aggregate as backfill material in mechanically stabilized earth (MSE) walls, lightweight cellular concrete (LCC) significantly reduces the weight of MSE wall mass, corresponding settlement of the foundation soil, and lateral earth pressures behind wall facing. Steel strips, geogrids, or steel rods are commonly used to reinforce
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Parsons, R. L., Liu, H., & Han, J. (2024). Field Monitoring of a Mechanically Stabilized Earth Wall Backfilled with Lightweight Cellular Concrete (Report No. KS-24-03). Kansas Department of Transportation. Bureau of Research. https://rosap.ntl.bts.gov/view/dot/75723
Parsons, Robert L., Hao Liu, and Jie Han. Field Monitoring of a Mechanically Stabilized Earth Wall Backfilled with Lightweight Cellular Concrete. Report no. KS-24-03. Kansas Department of Transportation. Bureau of Research, 2024. https://rosap.ntl.bts.gov/view/dot/75723.
Parsons, Robert L., et al. Field Monitoring of a Mechanically Stabilized Earth Wall Backfilled with Lightweight Cellular Concrete. Kansas Department of Transportation. Bureau of Research, 2024, Report no. KS-24-03, ROSA P. https://rosap.ntl.bts.gov/view/dot/75723.
State and local agencies often face the challenge of managing their pavement networks with limited resources. The natural degradation of new pavements, influenced by traffic loads and environmental factors, necessitates attention. Extending the service life of pavements without resorting to costly rehabilitation or reconstruction activities is feas
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Vargas-Nordcbeck, A., Geib, J., Worel, B., Powell, B., & Ulring, J. D. (2024). Findings From the Pavement Preservation Group (PG) Study (Report No. NCAT REPORT 24-01). Auburn University. National Center for Asphalt Technology. https://rosap.ntl.bts.gov/view/dot/77733
Vargas-Nordcbeck, Adriana, Jerry Geib, Benjamin Worel, Buzz Powell, and Joel D Ulring. Findings From the Pavement Preservation Group (PG) Study. Report no. NCAT REPORT 24-01. Auburn University. National Center for Asphalt Technology, 2024. https://rosap.ntl.bts.gov/view/dot/77733.
Vargas-Nordcbeck, Adriana, et al. Findings From the Pavement Preservation Group (PG) Study. Auburn University. National Center for Asphalt Technology, 2024, Report no. NCAT REPORT 24-01, ROSA P. https://rosap.ntl.bts.gov/view/dot/77733.
Recycled concrete aggregate (RCA) is the byproduct of the demolition of concrete structures and pavements. The use of RCA to replace quarried aggregates in paving projects is one way to utilize these materials and alleviate concerns regarding this increasing waste stream. In this study, a low-plasticity clay in Kansas was stabilized using RCA and t
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Tavakol, M., Kulesza, S., Jones, C., Wu, X., & Hossain, M. (2024). Evaluation of Low-Quality Recycled Concrete Pavement Aggregates for Subgrade Soil Stabilization (Report No. K-TRAN: KSU-16-2 P2). Kansas. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/76497
Tavakol, Massoumeh, Stacey Kulesza, Christopher Jones, Xingdong Wu, and Mustaque Hossain. Evaluation of Low-Quality Recycled Concrete Pavement Aggregates for Subgrade Soil Stabilization. Report no. K-TRAN: KSU-16-2 P2. Kansas. Department of Transportation, 2024. https://rosap.ntl.bts.gov/view/dot/76497.
Tavakol, Massoumeh, et al. Evaluation of Low-Quality Recycled Concrete Pavement Aggregates for Subgrade Soil Stabilization. Kansas. Department of Transportation, 2024, Report no. K-TRAN: KSU-16-2 P2, ROSA P. https://rosap.ntl.bts.gov/view/dot/76497.
United States. Department of Transportation. National Highway Traffic Safety Administration. National Center for Statistics and Analysis
2024-07-01
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In 2022 there were 5,936 people killed in traffic crashes involving large trucks. This was a 2-percent increase from 5,821 in 2021. Seventy percent of people killed in large-truck traffic crashes in 2022 were occupants of other vehicles. Seventy-six percent of the fatal traffic crashes involving large trucks in 2022 occurred on weekdays (6 a.m. Mon
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United States. Department of Transportation. National Highway Traffic Safety Administration. National Center for Statistics and Analysis (2024). Traffic Safety Facts 2022 Data: Large Trucks (Report No. DOT HS 813 588). United States. Department of Transportation. National Highway Traffic Safety Administration. National Center for Statistics and Analysis. https://rosap.ntl.bts.gov/view/dot/77497
United States. Department of Transportation. National Highway Traffic Safety Administration. National Center for Statistics and Analysis. Traffic Safety Facts 2022 Data: Large Trucks. Report no. DOT HS 813 588. United States. Department of Transportation. National Highway Traffic Safety Administration. National Center for Statistics and Analysis, 2024. https://rosap.ntl.bts.gov/view/dot/77497.
United States. Department of Transportation. National Highway Traffic Safety Administration. National Center for Statistics and Analysis Traffic Safety Facts 2022 Data: Large Trucks. United States. Department of Transportation. National Highway Traffic Safety Administration. National Center for Statistics and Analysis, 2024, Report no. DOT HS 813 588, ROSA P. https://rosap.ntl.bts.gov/view/dot/77497.
A literature review was conducted to evaluate current standards and existing research around the use of plasma arc cutting for holes (PACH) in the context of steel bridge applications. Additionally, an investigation into the state of the practice was conducted to determine if the latest technological advancements and equipment capabilities for plas
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Ebert, A., Connor, R. J., & Kieffer III, C. J. (2024). Fatigue Strength and Ductility of Steel Plates with Holes Made from Plasma Cutting Methods (Report No. FHWA/IN/JTRP-2024/26). Purdue University. Joint Transportation Research Program. https://doi.org/10.5703/1288284317767
Ebert, Aurora, Robert J. Connor, and Charles J Kieffer III. Fatigue Strength and Ductility of Steel Plates with Holes Made from Plasma Cutting Methods. Report no. FHWA/IN/JTRP-2024/26. Purdue University. Joint Transportation Research Program, 2024. https://doi.org/10.5703/1288284317767.
Ebert, Aurora, et al. Fatigue Strength and Ductility of Steel Plates with Holes Made from Plasma Cutting Methods. Purdue University. Joint Transportation Research Program, 2024, Report no. FHWA/IN/JTRP-2024/26, ROSA P. https://doi.org/10.5703/1288284317767.
This research was divided into two studies. The first study focused on D-cracked recycled concrete aggregate (RCA) portland cement-treated base. RCA was obtained from D-cracked pavement sources in Topeka and Kansas City. These aggregates were used to batch three PCTB mixtures per RCA source. All mixes followed KDOT’s 90-day curing outlined in KTMR-
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Daily, K., Jones, C., & Hossain, M. (2024). Evaluation of Low-Quality Recycled Concrete Pavement Aggregates for Portland Cement-Treated Base [Technical Summary] (Report No. K-TRAN: KSU-16-2 P1). Kansas. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/76538
Daily, Koby, Christopher Jones, and Mustaque Hossain. Evaluation of Low-Quality Recycled Concrete Pavement Aggregates for Portland Cement-Treated Base [Technical Summary]. Report no. K-TRAN: KSU-16-2 P1. Kansas. Department of Transportation, 2024. https://rosap.ntl.bts.gov/view/dot/76538.
Daily, Koby, et al. Evaluation of Low-Quality Recycled Concrete Pavement Aggregates for Portland Cement-Treated Base [Technical Summary]. Kansas. Department of Transportation, 2024, Report no. K-TRAN: KSU-16-2 P1, ROSA P. https://rosap.ntl.bts.gov/view/dot/76538.
The proposed project aimed to develop a cost-effective, user-friendly, and reliable hazard detection and alert system to prevent crashes between construction equipment/vehicles and workers on foot in work zones. The envisioned system includes wearable proximity sensors for the workers and an in-vehicle portable detection system for the operators. T
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Song, S., Kim, S., & Kevern, J. T. (2024). Developing a Hazard Detection and Alert System To Prevent Incidents (Report No. cmr 24-007). Missouri. Department of Transportation. Construction and Materials Division. https://rosap.ntl.bts.gov/view/dot/76747
Song, Sejun, Sungyop Kim, and John T. Kevern. Developing a Hazard Detection and Alert System To Prevent Incidents. Report no. cmr 24-007. Missouri. Department of Transportation. Construction and Materials Division, 2024. https://rosap.ntl.bts.gov/view/dot/76747.
Song, Sejun, et al. Developing a Hazard Detection and Alert System To Prevent Incidents. Missouri. Department of Transportation. Construction and Materials Division, 2024, Report no. cmr 24-007, ROSA P. https://rosap.ntl.bts.gov/view/dot/76747.
Transit signal priority (TSP) is an operational strategy that facilitates the movement of transit vehicles through signal-controlled intersections. Transit vehicle delay can occur for many reasons including traffic congestion, passenger boarding and alighting, traffic signal operations, and other factors but TSP is specifically aimed at reducing de
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Sheffield, M. H. (2024). Identifying Transit Corridors With Greatest Potential To Benefit From Transit Signal Priority (Report No. UT-24.09). Utah Department of Transportation. https://rosap.ntl.bts.gov/view/dot/78775
Sheffield, Michael H. Identifying Transit Corridors With Greatest Potential To Benefit From Transit Signal Priority. Report no. UT-24.09. Utah Department of Transportation, 2024. https://rosap.ntl.bts.gov/view/dot/78775.
Sheffield, Michael H Identifying Transit Corridors With Greatest Potential To Benefit From Transit Signal Priority. Utah Department of Transportation, 2024, Report no. UT-24.09, ROSA P. https://rosap.ntl.bts.gov/view/dot/78775.
2024-07-01
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Domestic Airline Fares Consumer Report
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Each month the Department of Transportation releases an Air Travel Consumer Report that includes information about various service quality elements, including flight delays, mishandled baggage, over sales, and a variety of other types of consumer complaints. In response to an increasing number of inquiries from consumers about domestic airline pric
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United States. Department of Transportation (2024). Domestic Airline Fares Consumer Report: First Quarter 2024 Passenger and Fare Information. United States. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/75792
United States. Department of Transportation. Domestic Airline Fares Consumer Report: First Quarter 2024 Passenger and Fare Information. United States. Department of Transportation, 2024. https://rosap.ntl.bts.gov/view/dot/75792.
United States. Department of Transportation Domestic Airline Fares Consumer Report: First Quarter 2024 Passenger and Fare Information. United States. Department of Transportation, 2024, ROSA P. https://rosap.ntl.bts.gov/view/dot/75792.
Corroded steel members cause significant risk to the durability of steel bridges, leading to costly failures and endangering public safety. Thus, it is essential to implement effective corrosion prevention and mitigation strategies to ensure the long-term durability of steel girders and reduce risks associated with corrosion activities. The Texas D
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Hurlebaus, S., Birely, A. C., Yarnold, M., Noshadravan, A., Rockey, A., Shivechchhu, P., Yoon, S. H., & Zhang, Z. (2024). Evaluation of Corrosion Prevention and Mitigation Approaches Used on Texas Bridges -- Volume 1: Steel Girder Bridges (Report No. FHWA/TX-24/0-7040-R1-Vol1). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/75703
Hurlebaus, Stefan, Anna C. Birely, Matthew Yarnold, Arash Noshadravan, Arash Rockey, Pushkar Shivechchhu, Seung Hyun Yoon, and Zhen Zhang. Evaluation of Corrosion Prevention and Mitigation Approaches Used on Texas Bridges -- Volume 1: Steel Girder Bridges. Report no. FHWA/TX-24/0-7040-R1-Vol1. Texas A&M Transportation Institute, 2024. https://rosap.ntl.bts.gov/view/dot/75703.
Hurlebaus, Stefan, et al. Evaluation of Corrosion Prevention and Mitigation Approaches Used on Texas Bridges -- Volume 1: Steel Girder Bridges. Texas A&M Transportation Institute, 2024, Report no. FHWA/TX-24/0-7040-R1-Vol1, ROSA P. https://rosap.ntl.bts.gov/view/dot/75703.
United States. Department of Transportation. National Highway Traffic Safety Administration. National Center for Statistics and Analysis
2024-07-01
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Twenty-eight percent of fatal crashes, 12 percent of injury crashes, and 8 percent of property-damage-only crashes in 2022 were speeding-related traffic crashes. In 2022 there were 12,151 fatalities in speeding-related crashes, 29 percent of total traffic fatalities for the year and a decrease of 3 percent from 12,498 in 2021. There were an estimat
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United States. Department of Transportation. National Highway Traffic Safety Administration. National Center for Statistics and Analysis (2024). Traffic Safety Facts 2022 Data: Speeding (Report No. DOT HS 813 582). United States. Department of Transportation. National Highway Traffic Safety Administration. https://rosap.ntl.bts.gov/view/dot/77987
United States. Department of Transportation. National Highway Traffic Safety Administration. National Center for Statistics and Analysis. Traffic Safety Facts 2022 Data: Speeding. Report no. DOT HS 813 582. United States. Department of Transportation. National Highway Traffic Safety Administration, 2024. https://rosap.ntl.bts.gov/view/dot/77987.
United States. Department of Transportation. National Highway Traffic Safety Administration. National Center for Statistics and Analysis Traffic Safety Facts 2022 Data: Speeding. United States. Department of Transportation. National Highway Traffic Safety Administration, 2024, Report no. DOT HS 813 582, ROSA P. https://rosap.ntl.bts.gov/view/dot/77987.
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