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.
With the megaregional trend growing in the U.S., it is becoming increasingly important to recognize and reorient the scale of the mobility planning towards the megaregions for sustainable and equitable growth of regions. In 2013, European Union developed a new transportation planning process called Sustainable Urban Mobility Planning (SUMP). The ra
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Loftus-Otway, L., & Bashar, S. B. (2021). The Evolving Texas Megaregion: Developing a Sustainable Megaregion Mobility Planning Blueprint (Report No. Report No. CM2-57). University of Texas at Austin. Cooperative Mobility for Competitive Megaregions. https://rosap.ntl.bts.gov/view/dot/58661
Loftus-Otway, Lisa and Samira Binte Bashar. The Evolving Texas Megaregion: Developing a Sustainable Megaregion Mobility Planning Blueprint. Report no. Report No. CM2-57. University of Texas at Austin. Cooperative Mobility for Competitive Megaregions, 2021. https://rosap.ntl.bts.gov/view/dot/58661.
Loftus-Otway, Lisa, and Samira Binte Bashar The Evolving Texas Megaregion: Developing a Sustainable Megaregion Mobility Planning Blueprint. University of Texas at Austin. Cooperative Mobility for Competitive Megaregions, 2021, Report no. Report No. CM2-57, ROSA P. https://rosap.ntl.bts.gov/view/dot/58661.
Some of Louisiana’s bridges built in the 1950s and 1960s used two-girder or truss systems, in which floor beams are carried by main members and continuous (spliced) stringers are supported by the floor beams. The main members are either two edge (fascia) girders or trusses. Stringer bottom flanges are in compression at the negative moment region, w
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Sun, C. S., Linzell, D. G., & Puckett, J. A. (2021). Load Rating of Existing Continuous Stringers on Louisiana’s Bridges (Report No. FHWA/LA.19/650). Louisiana Transportation Research Center. https://rosap.ntl.bts.gov/view/dot/58870
Sun, C. Shawn, Daniel G. Linzell, and Jay A. Puckett. Load Rating of Existing Continuous Stringers on Louisiana’s Bridges. Report no. FHWA/LA.19/650. Louisiana Transportation Research Center, 2021. https://rosap.ntl.bts.gov/view/dot/58870.
Sun, C. Shawn, et al. Load Rating of Existing Continuous Stringers on Louisiana’s Bridges. Louisiana Transportation Research Center, 2021, Report no. FHWA/LA.19/650, ROSA P. https://rosap.ntl.bts.gov/view/dot/58870.
An implementation agreement was adopted by the American Association of State Highway and Transportation Officials (AASHTO) and the Federal Highway Administration that coincided with the publication of the second edition of the AASHTO Manual for Assessing Safety Hardware (MASH). Subsequently, numerous roadside safety devices have been crash tested t
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Bligh, R. P., Menges, W. L., Schroeder, W. J. L., Griffith, B. L., Wegenast, S. A., & Kuhn, D. L. (2021). MASH Test 3–11 on F-Shape Portable Concrete Barrier With X-Bolt Connection (Report No. FHWA/TX-21/0-7086-R1). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/59212
Bligh, Roger P., Wanda L. Menges, William J. L Schroeder, Bill L. Griffith, Sarah A Wegenast, and Darrell L. Kuhn. MASH Test 3–11 on F-Shape Portable Concrete Barrier With X-Bolt Connection. Report no. FHWA/TX-21/0-7086-R1. Texas A&M Transportation Institute, 2021. https://rosap.ntl.bts.gov/view/dot/59212.
Bligh, Roger P., et al. MASH Test 3–11 on F-Shape Portable Concrete Barrier With X-Bolt Connection. Texas A&M Transportation Institute, 2021, Report no. FHWA/TX-21/0-7086-R1, ROSA P. https://rosap.ntl.bts.gov/view/dot/59212.
This report describes a study conducted to evaluate the performance and quantify the potential environmental benefits of recycled asphalt pavement projects completed in Virginia. The performance of the recycled projects was assessed by evaluating collected stiffness data and by the development of performance prediction models based on data obtained
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Amarh, E. A., Katicha, S. W., Flintsch, G. W., & Diefenderfer, B. K. (2021). Life-Cycle Impact Assessment of Recycled Pavement Projects in Virginia (Report No. FHWA/VTRC 22-R12). Virginia Transportation Research Council (VTRC). https://rosap.ntl.bts.gov/view/dot/58972
Amarh, Eugene A, Samer W Katicha, Gerardo W Flintsch, and Brian K Diefenderfer. Life-Cycle Impact Assessment of Recycled Pavement Projects in Virginia. Report no. FHWA/VTRC 22-R12. Virginia Transportation Research Council (VTRC), 2021. https://rosap.ntl.bts.gov/view/dot/58972.
Amarh, Eugene A, et al. Life-Cycle Impact Assessment of Recycled Pavement Projects in Virginia. Virginia Transportation Research Council (VTRC), 2021, Report no. FHWA/VTRC 22-R12, ROSA P. https://rosap.ntl.bts.gov/view/dot/58972.
State Departments of Transportation (DOTs) have been facing a challenge of shrinking budgets and substantial reductions in both the numbers and experience levels of inspectors over the last decade. Many state DOTs, including the Kansas Department of Transportation (KDOT), have lost experienced construction inspection staff while the numbers of proj
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Tran, D., & Mohamed, M. (2021). Development of Risk-Based Protocol for KDOT Construction Inspection (Report No. K-TRAN: KU-19-3). Kansas. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/58522
Tran, Dan and Mamdouh Mohamed. Development of Risk-Based Protocol for KDOT Construction Inspection. Report no. K-TRAN: KU-19-3. Kansas. Dept. of Transportation, 2021. https://rosap.ntl.bts.gov/view/dot/58522.
Tran, Dan, and Mamdouh Mohamed Development of Risk-Based Protocol for KDOT Construction Inspection. Kansas. Dept. of Transportation, 2021, Report no. K-TRAN: KU-19-3, ROSA P. https://rosap.ntl.bts.gov/view/dot/58522.
Overhead truss sign structures (OHTSS) are widely used over highways across the nation. An overhead truss sign structure is comprised of a truss and two supporting frames at each end, and can be made using aluminum or steel. Aluminum overhead truss sign structures are generally more prone to vibration issues due to their light weight (Fouad et al.
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Yu, D., Bennett, C., Li, J., Collins, W., & Sutley, E. (2021). Determination of Fatigue Resistance of Coupler Connections in Aluminum Overhead Truss Structures (Report No. K-TRAN: KU-16-1). Kansas. Dept. of Transportation. Bureau of Research. https://rosap.ntl.bts.gov/view/dot/58523
Yu, Danqing, Caroline Bennett, Jian Li, William Collins, and Elaina Sutley. Determination of Fatigue Resistance of Coupler Connections in Aluminum Overhead Truss Structures. Report no. K-TRAN: KU-16-1. Kansas. Dept. of Transportation. Bureau of Research, 2021. https://rosap.ntl.bts.gov/view/dot/58523.
Yu, Danqing, et al. Determination of Fatigue Resistance of Coupler Connections in Aluminum Overhead Truss Structures. Kansas. Dept. of Transportation. Bureau of Research, 2021, Report no. K-TRAN: KU-16-1, ROSA P. https://rosap.ntl.bts.gov/view/dot/58523.
This study explores the question of whether California's freight system is staying competitive with other US regions. A novel analytical framework compares supply chain performance metrics across multiple US states and regions for seaports, airports, highways, freight rail service, and distribution centers by combining the Performance Evaluation Ma
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Ke, J. y., Prager, F., Martinez, J., & Cagle, C. (2021). Achieving Excellence for California’s Freight System: Developing Competitiveness and Performance Metrics Incorporating Sustainability, Resilience, and Workforce Development (Report No. 21-28, CA-MTI-2023). San Jose State University. https://doi.org/10.31979/mti.2021.2023
Ke, Jian-yu, Fynnwin Prager, Jose Martinez, and Chris Cagle. Achieving Excellence for California’s Freight System: Developing Competitiveness and Performance Metrics Incorporating Sustainability, Resilience, and Workforce Development. Report no. 21-28, CA-MTI-2023. San Jose State University, 2021. https://doi.org/10.31979/mti.2021.2023.
Ke, Jian-yu, et al. Achieving Excellence for California’s Freight System: Developing Competitiveness and Performance Metrics Incorporating Sustainability, Resilience, and Workforce Development. San Jose State University, 2021, Report no. 21-28, CA-MTI-2023, ROSA P. https://doi.org/10.31979/mti.2021.2023.
Steel bridges commonly have corrosion at beam ends because of leaking joints, which provide a pathway for de-icing salts to fall onto the beams from the roadway above. Once beam ends have corrosion damage, it becomes more difficult to determine their remaining shear capacity to be used for load rating. This is because classical design equations are
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Javier III, E. M., Hebdon, M. H., & Provines, J. T. (2021). Methods for Evaluation of the Remaining Shear Capacity in Steel Bridge Beams With Section Losses Attributable to Corrosion Damage (Report No. FHWA/VTRC 22-R4). Virginia Transportation Research Council (VTRC). https://rosap.ntl.bts.gov/view/dot/59107
Javier III, Eulogio M, Matthew H Hebdon, and Jason T. Provines. Methods for Evaluation of the Remaining Shear Capacity in Steel Bridge Beams With Section Losses Attributable to Corrosion Damage. Report no. FHWA/VTRC 22-R4. Virginia Transportation Research Council (VTRC), 2021. https://rosap.ntl.bts.gov/view/dot/59107.
Javier III, Eulogio M, et al. Methods for Evaluation of the Remaining Shear Capacity in Steel Bridge Beams With Section Losses Attributable to Corrosion Damage. Virginia Transportation Research Council (VTRC), 2021, Report no. FHWA/VTRC 22-R4, ROSA P. https://rosap.ntl.bts.gov/view/dot/59107.
With the Motorcycle Crash Causation Study (MCCS) dataset mapped to the Florida crash database, an effort to obtain a complementary understanding and knowledge of characteristics related to locational, temporal, trip, motorcycle, injury, and contributing crash factors by most harmful event was conducted to lead to informed decision-making by the Flo
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Lee, C., Wang, Z., & Yang, R. (2021). Understanding Florida Motorcycle Crashes and Injury Outcomes Using the Motorcycle Crash Causation Study (MCCS) Dataset. Florida. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/62748
Lee, Chanyoung, Zhenyu Wang, and Runan Yang. Understanding Florida Motorcycle Crashes and Injury Outcomes Using the Motorcycle Crash Causation Study (MCCS) Dataset. Florida. Department of Transportation, 2021. https://rosap.ntl.bts.gov/view/dot/62748.
Lee, Chanyoung, et al. Understanding Florida Motorcycle Crashes and Injury Outcomes Using the Motorcycle Crash Causation Study (MCCS) Dataset. Florida. Department of Transportation, 2021, ROSA P. https://rosap.ntl.bts.gov/view/dot/62748.
This research project focused on evaluating the performance of internally cured concrete mixtures for bridge deck and pavement with the aim of reducing volumetric changes, i.e., cracking and warping. The specific tasks conducted in this project include a literature review of internal curing technology and experiences in the US, a survey of existing
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Pacheco, J., Vaddey, P., Amini, K., & Vosahlik, J. (2021). Internal Curing of Bridge Decks and Concrete Pavement To Reduce Cracking (Report No. WHRP 0092-19-02). Wisconsin. Dept. of Transportation. Research and Library Unit. https://rosap.ntl.bts.gov/view/dot/62607
Pacheco, Jose, Pavan Vaddey, Kamran Amini, and Jan Vosahlik. Internal Curing of Bridge Decks and Concrete Pavement To Reduce Cracking. Report no. WHRP 0092-19-02. Wisconsin. Dept. of Transportation. Research and Library Unit, 2021. https://rosap.ntl.bts.gov/view/dot/62607.
Pacheco, Jose, et al. Internal Curing of Bridge Decks and Concrete Pavement To Reduce Cracking. Wisconsin. Dept. of Transportation. Research and Library Unit, 2021, Report no. WHRP 0092-19-02, ROSA P. https://rosap.ntl.bts.gov/view/dot/62607.
In this research, a statewide forecasting land-use model is presented. The land-use model is called the Large-Scale Land Use Model (LS-LUM)and can be integrated with Tennessee Statewide Travel Demand Model (TSMv3). Massive data collection was followed in this project and households ’information, employment information, housing information was colle
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Mishra, S., Golias, M., Everett, J., & Samani, A. R. (2021). Developing Statewide Land Use Forecasting Model and Integrate with TDOT’s Statewide Travel Demand Model (Report No. RES2020-18). Tennessee. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/60917
Mishra, Sabyasachee, Mihalis Golias, Jerry Everett, and Ali Riahi Samani. Developing Statewide Land Use Forecasting Model and Integrate with TDOT’s Statewide Travel Demand Model. Report no. RES2020-18. Tennessee. Department of Transportation, 2021. https://rosap.ntl.bts.gov/view/dot/60917.
Mishra, Sabyasachee, et al. Developing Statewide Land Use Forecasting Model and Integrate with TDOT’s Statewide Travel Demand Model. Tennessee. Department of Transportation, 2021, Report no. RES2020-18, ROSA P. https://rosap.ntl.bts.gov/view/dot/60917.
Mechanical properties of commercially available temporary pavement marking (TPM) tapes and thermoplastic materials used as permanent pavement markings (PPM) were investigated using the non-destructive Tape Drape Test and conventional mechanical testing. The impact of temperature and aging on the adhesion of TPM tapes and thermoplastic PPM applied t
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Jo, H., So, H., Rencheck, M., Gohl, J., Madigan, D., Grennan, H., Giroux, M., Thiele-Sardina, T., Davis, C. S., & Erk, K. A. (2021). Mechanical Properties of Durable Pavement Marking Materials and Adhesion on Asphalt Surfaces (Report No. FHWA/IN/JTRP-2021/29). Purdue University. Joint Transportation Research Program. https://doi.org/10.5703/1288284317357
Jo, Hyungyung, Hyeyoung So, Mitchell Rencheck, Jared Gohl, Devin Madigan, Hugh Grennan, Matthew Giroux, Trevor Thiele-Sardina, Chelsea S Davis, and Kendra A Erk. Mechanical Properties of Durable Pavement Marking Materials and Adhesion on Asphalt Surfaces. Report no. FHWA/IN/JTRP-2021/29. Purdue University. Joint Transportation Research Program, 2021. https://doi.org/10.5703/1288284317357.
Jo, Hyungyung, et al. Mechanical Properties of Durable Pavement Marking Materials and Adhesion on Asphalt Surfaces. Purdue University. Joint Transportation Research Program, 2021, Report no. FHWA/IN/JTRP-2021/29, ROSA P. https://doi.org/10.5703/1288284317357.
Excessive moisture influences pavement performance by increasing surface deflection and decreasing bearing capacity. Seasonal fluctuation of groundwater, flooding, and spring thaw can all lead to changes in soil moisture and consequently stress states. Load restriction during and after inundation plays a key role in service life and maintenance pla
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Ghayoomi, M., Dave, E., Mousavi, S., & Preti, F. (2021). Mechanistic Load Restriction Decision Platform for Pavement Systems Prone to Moisture Variations (Report No. NRRA202110). Minnesota. Department of Transportation. Office of Research & Innovation. https://rosap.ntl.bts.gov/view/dot/74718
Ghayoomi, Majid, Eshan Dave, Sayedmasoud Mousavi, and Francesco Preti. Mechanistic Load Restriction Decision Platform for Pavement Systems Prone to Moisture Variations. Report no. NRRA202110. Minnesota. Department of Transportation. Office of Research & Innovation, 2021. https://rosap.ntl.bts.gov/view/dot/74718.
Ghayoomi, Majid, et al. Mechanistic Load Restriction Decision Platform for Pavement Systems Prone to Moisture Variations. Minnesota. Department of Transportation. Office of Research & Innovation, 2021, Report no. NRRA202110, ROSA P. https://rosap.ntl.bts.gov/view/dot/74718.
This report summarizes tasks performed toward the development of a Concept of Operations (ConOps) for a mobile/smartphone application designed to assist pedestrians with disabilities when crossing the street at signalized intersections. This app, if developed and rolled out, will interact directly with the traffic signal system controlling the inte
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Azra, N., Bassett, D., & Lunt, C. (2021). Developing the Concept of Operations for a Mobile Application To Interface With a Central Traffic Signal System (Report No. UT-21.27). Utah. Dept. of Transportation. Research Division. https://rosap.ntl.bts.gov/view/dot/60038
Azra, Nuzhat, David Bassett, and Camille Lunt. Developing the Concept of Operations for a Mobile Application To Interface With a Central Traffic Signal System. Report no. UT-21.27. Utah. Dept. of Transportation. Research Division, 2021. https://rosap.ntl.bts.gov/view/dot/60038.
Azra, Nuzhat, et al. Developing the Concept of Operations for a Mobile Application To Interface With a Central Traffic Signal System. Utah. Dept. of Transportation. Research Division, 2021, Report no. UT-21.27, ROSA P. https://rosap.ntl.bts.gov/view/dot/60038.
The objective of this project was to evaluate the influence of different reinforcing bar surface coatings on crack control performance. Five different reinforcing bar coatings were used: black (uncoated), conventional (smooth) epoxy, textured-epoxy, hot-dipped galvanized, and continuously galvanized coatings. Five different series of laboratory tes
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Ross, B., Poursaee, A., Sreedhara, S., & Mueller, M. (2021). Textured Epoxy Coated and Galvanized Reinforcement To Reduce Cracking in Concrete Bridge Decks and Components (Report No. WisDOT ID no. 0092-19-01). Wisconsin. Dept. of Transportation. Research and Library Unit. https://rosap.ntl.bts.gov/view/dot/62705
Ross, Brandon, Amir Poursaee, Sachin Sreedhara, and Matt Mueller. Textured Epoxy Coated and Galvanized Reinforcement To Reduce Cracking in Concrete Bridge Decks and Components. Report no. WisDOT ID no. 0092-19-01. Wisconsin. Dept. of Transportation. Research and Library Unit, 2021. https://rosap.ntl.bts.gov/view/dot/62705.
Ross, Brandon, et al. Textured Epoxy Coated and Galvanized Reinforcement To Reduce Cracking in Concrete Bridge Decks and Components. Wisconsin. Dept. of Transportation. Research and Library Unit, 2021, Report no. WisDOT ID no. 0092-19-01, ROSA P. https://rosap.ntl.bts.gov/view/dot/62705.
The team sought to explore the effectiveness of spot tamping in fine-filled ballast as part of a larger project that studied the effect of moisture and maintenance in fine-filled ballast at the FAST Rainy Section.
Baillargeon, J., & Woody, S. (. (2021). Effectiveness of Spot Tamping in Fine-Filled Ballast [Research Results] (Report No. RR 22-33). United States. Department of Transportation. Federal Railroad Administration. Office of Research and Development. https://rosap.ntl.bts.gov/view/dot/64658
Baillargeon, Jay and Stephen (Sean) Woody. Effectiveness of Spot Tamping in Fine-Filled Ballast [Research Results]. Report no. RR 22-33. United States. Department of Transportation. Federal Railroad Administration. Office of Research and Development, 2021. https://rosap.ntl.bts.gov/view/dot/64658.
Baillargeon, Jay, and Stephen (Sean) Woody Effectiveness of Spot Tamping in Fine-Filled Ballast [Research Results]. United States. Department of Transportation. Federal Railroad Administration. Office of Research and Development, 2021, Report no. RR 22-33, ROSA P. https://rosap.ntl.bts.gov/view/dot/64658.
2021-10-01
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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 (2021). Domestic Airline Fares Consumer Report: Second Quarter 2021 Passenger and Fare Information. United States. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/75805
United States. Department of Transportation. Domestic Airline Fares Consumer Report: Second Quarter 2021 Passenger and Fare Information. United States. Department of Transportation, 2021. https://rosap.ntl.bts.gov/view/dot/75805.
United States. Department of Transportation Domestic Airline Fares Consumer Report: Second Quarter 2021 Passenger and Fare Information. United States. Department of Transportation, 2021, ROSA P. https://rosap.ntl.bts.gov/view/dot/75805.
The Virginia Department of Transportation (VDOT) maintains more than 100,500 lane-miles of pavement on the secondary network. Of this total, more than 95% of the lane-miles have an annual average daily traffic of less than 3,500 vehicles. Pavement recycling techniques (such as full depth reclamation [FDR] and cold in-place recycling) can be used to
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Nair, H., & Diefenderfer, B. K. (2021). Full Depth Reclamation With Thin Surface Treatment for Low Volume Road Maintenance (Report No. VTRC 22-R11). Virginia Transportation Research Council (VTRC). https://rosap.ntl.bts.gov/view/dot/58977
Nair, Harikrishnan and Brian K Diefenderfer. Full Depth Reclamation With Thin Surface Treatment for Low Volume Road Maintenance. Report no. VTRC 22-R11. Virginia Transportation Research Council (VTRC), 2021. https://rosap.ntl.bts.gov/view/dot/58977.
Nair, Harikrishnan, and Brian K Diefenderfer Full Depth Reclamation With Thin Surface Treatment for Low Volume Road Maintenance. Virginia Transportation Research Council (VTRC), 2021, Report no. VTRC 22-R11, ROSA P. https://rosap.ntl.bts.gov/view/dot/58977.
Transverse cracking of concrete bridge decks continues to be an issue for the Montana Department of Transportation (MDT) and is considered a common issue reported among many state departments of transportation (DOTs). In the last 25 years with the introduction of high performance concrete (HPC) in bridge decks to lower permeability and with the use
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Nelson, T., Pham, L., Krauss, P. D., Wagner, E., Rahmani, E., & Dai, J. (2021). Bridge Deck Cracking Evaluation (Report No. FHWA-MT-21-005/9696-700). Montana. Department of Transportation. https://doi.org/10.21949/1518315
Nelson, Todd, Le Pham, Paul D Krauss, Elizabeth Wagner, Eisa Rahmani, and Jack Dai. Bridge Deck Cracking Evaluation. Report no. FHWA-MT-21-005/9696-700. Montana. Department of Transportation, 2021. https://doi.org/10.21949/1518315.
Nelson, Todd, et al. Bridge Deck Cracking Evaluation. Montana. Department of Transportation, 2021, Report no. FHWA-MT-21-005/9696-700, ROSA P. https://doi.org/10.21949/1518315.
The negative impact of adverse weather conditions on traffic safety and operation is the primary focus of many studies. However, in-depth investigations of driver behavior and performance during adverse weather at a trajectory level using naturalistic driving data are limited. Over the years, researchers have utilized aggregate traffic and weather
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Ahmed, M., Das, A., Khan, M. N., Hammit, B. E., & Ali, E. (2021). Driver Performance and Behavior in Adverse Weather Conditions: Microsimulation and Variable Speed Limit Implementation of the SHRP2 Naturalistic Driving Study Results - Phase 3 (Report No. WY-2105F). Wyoming. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/60907
Ahmed, Mohamed, Anik Das, Md Nasim Khan, Britton E. Hammit, and Elhashemi Ali. Driver Performance and Behavior in Adverse Weather Conditions: Microsimulation and Variable Speed Limit Implementation of the SHRP2 Naturalistic Driving Study Results - Phase 3. Report no. WY-2105F. Wyoming. Department of Transportation, 2021. https://rosap.ntl.bts.gov/view/dot/60907.
Ahmed, Mohamed, et al. Driver Performance and Behavior in Adverse Weather Conditions: Microsimulation and Variable Speed Limit Implementation of the SHRP2 Naturalistic Driving Study Results - Phase 3. Wyoming. Department of Transportation, 2021, Report no. WY-2105F, ROSA P. https://rosap.ntl.bts.gov/view/dot/60907.
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