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.
Autonomous vehicles (AVs) will challenge cities in many ways that are critical to address before widescale adoption. In particular, AVs may upset municipal budgets as they upend traditional auto-related funding streams like registration fees and parking revenues. This research begins to quantify the potential financial impacts of AVs by analyzing c
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Brown, A., & Clark, B. Y. (2020). What Makes Cents? How Uber Shapes Municipal On-Street Parking Revenue (Report No. NITC2016-UO-15). National Institute for Transportation and Communities (NITC). https://rosap.ntl.bts.gov/view/dot/54611
Brown, Anne and Benjamin Y Clark. What Makes Cents? How Uber Shapes Municipal On-Street Parking Revenue. Report no. NITC2016-UO-15. National Institute for Transportation and Communities (NITC), 2020. https://rosap.ntl.bts.gov/view/dot/54611.
Brown, Anne, and Benjamin Y Clark What Makes Cents? How Uber Shapes Municipal On-Street Parking Revenue. National Institute for Transportation and Communities (NITC), 2020, Report no. NITC2016-UO-15, ROSA P. https://rosap.ntl.bts.gov/view/dot/54611.
Despite the emergence of many new mobility options in cities around the world, fixed route transit is still the most efficient means of mass transport. Transit efficiency, however, is well known to be interdependent with ridership demand and network design. As a result of this interdependency, bus operations are subject to vicious and virtuous cycl
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Chow, J. Y. J., Ma, Z., Lee, M., & Goldwyn, E. (2020). Evaluation of Bus Redesign Alternatives in Transit Deserts under Ride-Hail Presence. Connected Cities for Smart Mobility toward Accessible and Resilient Transportation Center (C2SMART). https://rosap.ntl.bts.gov/view/dot/59183
Chow, Joseph Y J, Ziyi Ma, Mina Lee, and Eric Goldwyn. Evaluation of Bus Redesign Alternatives in Transit Deserts under Ride-Hail Presence. Connected Cities for Smart Mobility toward Accessible and Resilient Transportation Center (C2SMART), 2020. https://rosap.ntl.bts.gov/view/dot/59183.
Chow, Joseph Y J, et al. Evaluation of Bus Redesign Alternatives in Transit Deserts under Ride-Hail Presence. Connected Cities for Smart Mobility toward Accessible and Resilient Transportation Center (C2SMART), 2020, ROSA P. https://rosap.ntl.bts.gov/view/dot/59183.
Unmanned aerial systems (UAS), or drones, have become increasingly utilized for a myriad of applications in the vicinity of the roadway and can offer a low-cost alternative to many labor-intensive data collection techniques, including infrastructure inspection, roadway marking data collection, and more. To collect much of this data with a desired d
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University of Wisconsin--Madison (2020). The Influence of Unmanned Aerial Systems on Driving Performance. Safety Research Using Simulation (SAFER-SIM) University Transportation Center. https://doi.org/10.7910/DVN/AYAOCF
University of Wisconsin--Madison. The Influence of Unmanned Aerial Systems on Driving Performance. Safety Research Using Simulation (SAFER-SIM) University Transportation Center, 2020. https://doi.org/10.7910/DVN/AYAOCF.
University of Wisconsin--Madison The Influence of Unmanned Aerial Systems on Driving Performance. Safety Research Using Simulation (SAFER-SIM) University Transportation Center, 2020, ROSA P. https://doi.org/10.7910/DVN/AYAOCF.
Although raised pavement markers (RPMs) have been widely applied by the Indiana Department of Transportation (INDOT), there have been multiple cases where snowplowing activities have damaged pavements as well as the raised pavement markers on INDOT’s roadway assets. Dislodged raised pavement markers could reduce the design life of pavements because
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Zamenian, H., & Abraham, D. M. (2020). Installation and Maintenance of Raised Pavement Markers at State Transportation Agencies: Synthesis of Current Practices (Report No. FHWA/IN/JTRP-2020/17). Purdue University. Joint Transportation Research Program. https://doi.org/10.5703/1288284317135
Zamenian, Hamed and Dulcy M. Abraham. Installation and Maintenance of Raised Pavement Markers at State Transportation Agencies: Synthesis of Current Practices. Report no. FHWA/IN/JTRP-2020/17. Purdue University. Joint Transportation Research Program, 2020. https://doi.org/10.5703/1288284317135.
Zamenian, Hamed, and Dulcy M. Abraham Installation and Maintenance of Raised Pavement Markers at State Transportation Agencies: Synthesis of Current Practices. Purdue University. Joint Transportation Research Program, 2020, Report no. FHWA/IN/JTRP-2020/17, ROSA P. https://doi.org/10.5703/1288284317135.
The Texas Department of Transportation (TxDOT) tasked the Texas A&M Transportation Institute (TTI) with conducting this literature review and industry scan of electric school buses to proactively assist school districts in their efforts toward researching and/or implementing electric school bus use. The memo begins with an overview of the current f
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Gick, B. N., Overman, J. H., & Carlson, T. B. (2020). Literature Review and Industry Scan of Electric School Buses (Report No. FHWA/TX-20/0-9907-20-TM2, 0-9907-20). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/59048
Gick, Brittney N, John H Overman, and Todd B. Carlson. Literature Review and Industry Scan of Electric School Buses. Report no. FHWA/TX-20/0-9907-20-TM2, 0-9907-20. Texas A&M Transportation Institute, 2020. https://rosap.ntl.bts.gov/view/dot/59048.
Gick, Brittney N, et al. Literature Review and Industry Scan of Electric School Buses. Texas A&M Transportation Institute, 2020, Report no. FHWA/TX-20/0-9907-20-TM2, 0-9907-20, ROSA P. https://rosap.ntl.bts.gov/view/dot/59048.
In this study, a damage assessment approach was developed to calculate the monetary consumption caused by overweight permitted vehicles on bridges and pavements in Florida. The damage assessment analysis for the bridges was conducted based on the fatigue damage measured by the equivalent bending moment on a representative bridge in Florida. Results
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Ali, H., Nowak, A. S., Stallings, J. M., Chmielewski, J., Stawska, S., Babu, A. R., & Haddadi, F. (2020). Impact of Heavy Trucks and Permitted Overweight Loads on Highways and Bridges Now and in the Future Versus Permit Fees, Truck Registration Fees, and Fuel Taxes. Florida International University. https://rosap.ntl.bts.gov/view/dot/56301
Ali, Hesham, Andrzej S. Nowak, J Michael Stallings, Jacek Chmielewski, Sylwia Stawska, Anjan Ramesh Babu, and Farshad Haddadi. Impact of Heavy Trucks and Permitted Overweight Loads on Highways and Bridges Now and in the Future Versus Permit Fees, Truck Registration Fees, and Fuel Taxes. Florida International University, 2020. https://rosap.ntl.bts.gov/view/dot/56301.
Ali, Hesham, et al. Impact of Heavy Trucks and Permitted Overweight Loads on Highways and Bridges Now and in the Future Versus Permit Fees, Truck Registration Fees, and Fuel Taxes. Florida International University, 2020, ROSA P. https://rosap.ntl.bts.gov/view/dot/56301.
Bonded concrete overlay of asphalt (BCOA) pavements, also known as whitetopping, can help enhance the structural capacity and rideability of existing asphalt pavement. In this report, the generic term “BCOA” is used to describe all overlays that are between 3-inchesand 7-inches thick and placed on an asphalt layer a minimum of 3-inches thick. BCOA
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Blanchette, A., Lee, S. T., & Wood, T. (2020). Concrete Pavement Restoration (CPR) for Bonded Concrete Overlay of Asphalt (BCOA) Synthesis (Report No. NRRA202001). Minnesota. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/53971
Blanchette, Andrea, Sheue Torng Lee, and Tom Wood. Concrete Pavement Restoration (CPR) for Bonded Concrete Overlay of Asphalt (BCOA) Synthesis. Report no. NRRA202001. Minnesota. Department of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/53971.
Blanchette, Andrea, et al. Concrete Pavement Restoration (CPR) for Bonded Concrete Overlay of Asphalt (BCOA) Synthesis. Minnesota. Department of Transportation, 2020, Report no. NRRA202001, ROSA P. https://rosap.ntl.bts.gov/view/dot/53971.
This manual presents and illustrates the South Carolina Synthetic Unit Hydrograph Method (identified as the “SC UH Method”). A key parameter is peak rate factor (PRF) that relates to UH shape and proportion of runoff volume under the rising limb. PRF varies among watersheds and land use. A table with land use specific PRF values recommended for use
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Meadows, M. E. (2020). South Carolina Unit Hydrograph Method Applications Manual User’s Manual (Report No. FHWA-SC-20-02). South Carolina. Dept. of Transportation. Office of Materials and Research. https://rosap.ntl.bts.gov/view/dot/53422
Meadows, Michael E.. South Carolina Unit Hydrograph Method Applications Manual User’s Manual. Report no. FHWA-SC-20-02. South Carolina. Dept. of Transportation. Office of Materials and Research, 2020. https://rosap.ntl.bts.gov/view/dot/53422.
Meadows, Michael E. South Carolina Unit Hydrograph Method Applications Manual User’s Manual. South Carolina. Dept. of Transportation. Office of Materials and Research, 2020, Report no. FHWA-SC-20-02, ROSA P. https://rosap.ntl.bts.gov/view/dot/53422.
To explore their potential for seismic retrofitting of seismically deficient RC columns using titanium alloy bars (TiABs), experimental tests were undertaken in the laboratory using full-scale specimens. The specimens were designed to have vintage details and proportions that are widely recognized as being seismically deficient. Some specimens were
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Higgins, C., Barbosa, A., Shrestha, S., Lostra, M., & Belejo, A. F. V. (2020). Seismic Retrofits of Reinforced Concrete Columns Using Titanium Alloy Bars (Report No. FHWA-OR-RD-20-05;SPR-784). Oregon State University. Dept. of Civil, Construction, and Environmental Engineering. https://rosap.ntl.bts.gov/view/dot/55816
Higgins, Christopher, Andre Barbosa, Sharoo Shrestha, Mackenzie Lostra, and Andre F. V. Belejo. Seismic Retrofits of Reinforced Concrete Columns Using Titanium Alloy Bars. Report no. FHWA-OR-RD-20-05;SPR-784. Oregon State University. Dept. of Civil, Construction, and Environmental Engineering, 2020. https://rosap.ntl.bts.gov/view/dot/55816.
Higgins, Christopher, et al. Seismic Retrofits of Reinforced Concrete Columns Using Titanium Alloy Bars. Oregon State University. Dept. of Civil, Construction, and Environmental Engineering, 2020, Report no. FHWA-OR-RD-20-05;SPR-784, ROSA P. https://rosap.ntl.bts.gov/view/dot/55816.
This study evaluated the Laser Induced Fluorescence Spectroscopy (LIFS) technique as a potential predictive tool for freezing and thawing durability of concrete aggregates. A low-powered red laser and wide band spectrometer proved to work best for the aggregates tested. A partial least squares (PLS) for one variable modeling approach was used to co
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Jones, C., Reinot, T., & Jankowiak, R. (2020). Preliminary Investigation of Laser Induced Fluorescence Spectroscopy to Predict Limestone Aggregate Freeze-Thaw Susceptibility [Technical Summary] (Report No. K-TRAN: KSU-18-4). Kansas State University. Transportation Center. https://rosap.ntl.bts.gov/view/dot/68087
Jones, Christopher, Tonu Reinot, and Ryszard Jankowiak. Preliminary Investigation of Laser Induced Fluorescence Spectroscopy to Predict Limestone Aggregate Freeze-Thaw Susceptibility [Technical Summary]. Report no. K-TRAN: KSU-18-4. Kansas State University. Transportation Center, 2020. https://rosap.ntl.bts.gov/view/dot/68087.
Jones, Christopher, et al. Preliminary Investigation of Laser Induced Fluorescence Spectroscopy to Predict Limestone Aggregate Freeze-Thaw Susceptibility [Technical Summary]. Kansas State University. Transportation Center, 2020, Report no. K-TRAN: KSU-18-4, ROSA P. https://rosap.ntl.bts.gov/view/dot/68087.
Following the FHWA report, A Primer on Work Zone Safety and Mobility Performance Measurement, September 2011,regarding work zone safety and mobility measures, CDOT has prioritized the research of select methods to evaluate the performance of the I-25 Gap work zone and future CDOT construction projects. Work zone performance measures provide compara
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Waldman, B., Mitchell, M., Stamp, A., & Karimi, N. (2020). I-25 Gap Work Zone Performance Measures Report (Report No. CDOT-2020-16). Colorado. Dept. of Transportation. Applied Research and Innovation Branch. https://rosap.ntl.bts.gov/view/dot/88622
Waldman, Ben, Matthew Mitchell, Alvin Stamp, and Negar Karimi. I-25 Gap Work Zone Performance Measures Report. Report no. CDOT-2020-16. Colorado. Dept. of Transportation. Applied Research and Innovation Branch, 2020. https://rosap.ntl.bts.gov/view/dot/88622.
Waldman, Ben, et al. I-25 Gap Work Zone Performance Measures Report. Colorado. Dept. of Transportation. Applied Research and Innovation Branch, 2020, Report no. CDOT-2020-16, ROSA P. https://rosap.ntl.bts.gov/view/dot/88622.
A critical review of current standard details and specifications for NETC style bridge rails and transitions used by MaineDOT, NHDOT, RIDOT and VTrans was conducted to identify differences in material specifications and dimensional details. An initial performance assessment was made for each bridge rail design based on strength calculations and rai
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Plaxico, C. A., & Ray, E. M. (2020). MASH Evaluation of NETC Steel Bridge Rail and Transition Details Using Finite Element Analysis [Fact Sheet]. New England Transportation Consortium. https://rosap.ntl.bts.gov/view/dot/86807
Plaxico, Chuck A. and Ethan M. Ray. MASH Evaluation of NETC Steel Bridge Rail and Transition Details Using Finite Element Analysis [Fact Sheet]. New England Transportation Consortium, 2020. https://rosap.ntl.bts.gov/view/dot/86807.
Plaxico, Chuck A., and Ethan M. Ray MASH Evaluation of NETC Steel Bridge Rail and Transition Details Using Finite Element Analysis [Fact Sheet]. New England Transportation Consortium, 2020, ROSA P. https://rosap.ntl.bts.gov/view/dot/86807.
Throughout the US, many state departments of transportation (DOTs) are experiencing issues with the loosening of anchor bolt nuts on overhead sign, luminaire, and traffic signal (SLTS) structures. Retightening loose nuts imposes a significant drain on state DOT resources. In addition, loosening of these nuts increases fatigue stresses on the anchor
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Phares, B., Dietrich, Z., Chen, A., Zhang, H., & Miller, E. (2020). Implementation of New Guidelines for Tightening Large Anchor Rods of Support Structures for Signs and Luminaires (Report No. MN 2020-14). Minnesota. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/53952
Phares, Brent, Zachary Dietrich, An Chen, Hanming Zhang, and Elizabeth Miller. Implementation of New Guidelines for Tightening Large Anchor Rods of Support Structures for Signs and Luminaires. Report no. MN 2020-14. Minnesota. Department of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/53952.
Phares, Brent, et al. Implementation of New Guidelines for Tightening Large Anchor Rods of Support Structures for Signs and Luminaires. Minnesota. Department of Transportation, 2020, Report no. MN 2020-14, ROSA P. https://rosap.ntl.bts.gov/view/dot/53952.
Autonomous and automated vehicles (AVs) will provide many opportunities for mobility and independence for people with vision impairments (PwVI). This project provides insights on the challenges and potential barriers to their adoption of AVs. The authors examine adoption and use of ridesharing services. The authors study ridesharing as a proxy for
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Brewer, R., & Ellison, N. (2020). Supporting People with Vision Impairments in Automated Vehicles: Challenge and Opportunities (Report No. F049674). University of Michigan. Center for Connected and Automated Transportation. https://rosap.ntl.bts.gov/view/dot/56391
Brewer, Robin and Nicole Ellison. Supporting People with Vision Impairments in Automated Vehicles: Challenge and Opportunities. Report no. F049674. University of Michigan. Center for Connected and Automated Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/56391.
Brewer, Robin, and Nicole Ellison Supporting People with Vision Impairments in Automated Vehicles: Challenge and Opportunities. University of Michigan. Center for Connected and Automated Transportation, 2020, Report no. F049674, ROSA P. https://rosap.ntl.bts.gov/view/dot/56391.
During a construction project, traffic traveling through the construction zone experiences frequent instances where construction vehicles, incidents, and recurring congestion interrupt traffic flow that result in long queues and delays as well as increased crash rates. In an effort to help mitigate these instances, CDOT has deployed numerous smart
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Waldman, B., Freitas, J., Stamp, A., & Karimi, N. (2020). I-25 South Gap Queue Warning System Evaluation (Report No. CDOT-2020-17). Colorado. Dept. of Transportation. Applied Research and Innovation Branch. https://rosap.ntl.bts.gov/view/dot/88621
Waldman, Ben, Jason Freitas, Alvin Stamp, and Negar Karimi. I-25 South Gap Queue Warning System Evaluation. Report no. CDOT-2020-17. Colorado. Dept. of Transportation. Applied Research and Innovation Branch, 2020. https://rosap.ntl.bts.gov/view/dot/88621.
Waldman, Ben, et al. I-25 South Gap Queue Warning System Evaluation. Colorado. Dept. of Transportation. Applied Research and Innovation Branch, 2020, Report no. CDOT-2020-17, ROSA P. https://rosap.ntl.bts.gov/view/dot/88621.
This study develops an alternative model for issuing driver licenses and personal identifications in Kentucky. Under the current model, most licenses are distributed by circuit court clerks at 142 offices across the state while the Kentucky Transportation Cabinet (KYTC) provides central and regional support for specific license types. Given the cum
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Martin, A., Najarzadeh, A., & Walton, J. (2020). Investigation of Driver License Issuance Alternatives (Report No. KTC-20-17/SPR20-583-1F). University of Kentucky Transportation Center. https://doi.org/10.13023/ktc.rr.2020.17
Martin, Andrew, Abraham Najarzadeh, and Jennifer Walton. Investigation of Driver License Issuance Alternatives. Report no. KTC-20-17/SPR20-583-1F. University of Kentucky Transportation Center, 2020. https://doi.org/10.13023/ktc.rr.2020.17.
Martin, Andrew, et al. Investigation of Driver License Issuance Alternatives. University of Kentucky Transportation Center, 2020, Report no. KTC-20-17/SPR20-583-1F, ROSA P. https://doi.org/10.13023/ktc.rr.2020.17.
Alkali-Silica Reaction (ASR) has been recognized as a major distress in concrete for over a century. In the United States, ASR is a major cause of the deterioration of highway concrete structures. In Idaho, several aggregate sources have been reported to be ASR-susceptible. The primary objective of the current research study was to evaluate the adv
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Mishra, D., Kassem, E., Chowdhury, M. S., & Fanijo, E. (2020). Implementing AASHTO TP 110 for Alkali-Silica Reaction Potential Evaluation of Idaho Aggregates (Report No. RP271). Idaho Transportation Department. https://rosap.ntl.bts.gov/view/dot/63568
Mishra, Deb, Emad Kassem, Md Shahjalal Chowdhury, and Ebenezer Fanijo. Implementing AASHTO TP 110 for Alkali-Silica Reaction Potential Evaluation of Idaho Aggregates. Report no. RP271. Idaho Transportation Department, 2020. https://rosap.ntl.bts.gov/view/dot/63568.
Mishra, Deb, et al. Implementing AASHTO TP 110 for Alkali-Silica Reaction Potential Evaluation of Idaho Aggregates. Idaho Transportation Department, 2020, Report no. RP271, ROSA P. https://rosap.ntl.bts.gov/view/dot/63568.
Qualifying concrete aggregates for resistance to freeze-thaw damage is a critical step to prevent concrete pavement deterioration in Kansas. Currently, Kansas Department of Transportation (KDOT) practice involves two laboratory tests for qualifying concrete aggregates: KTMR-21, Soundness and Modified Soundness of Aggregates by Freezing and Thawing,
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Jones, C., Reinot, T., & Jankowiak, R. (2020). Preliminary Investigation of Laser Induced Fluorescence Spectroscopy to Predict Limestone Aggregate Freeze-Thaw Susceptibility (Report No. K-TRAN: KSU-18-4). Kansas State University. Transportation Center. https://rosap.ntl.bts.gov/view/dot/55695
Jones, Christopher, Tonu Reinot, and Ryszard Jankowiak. Preliminary Investigation of Laser Induced Fluorescence Spectroscopy to Predict Limestone Aggregate Freeze-Thaw Susceptibility. Report no. K-TRAN: KSU-18-4. Kansas State University. Transportation Center, 2020. https://rosap.ntl.bts.gov/view/dot/55695.
Jones, Christopher, et al. Preliminary Investigation of Laser Induced Fluorescence Spectroscopy to Predict Limestone Aggregate Freeze-Thaw Susceptibility. Kansas State University. Transportation Center, 2020, Report no. K-TRAN: KSU-18-4, ROSA P. https://rosap.ntl.bts.gov/view/dot/55695.
In 2015, South Carolina ranked third in the nation in pedestrian fatalities per 100,000 population. Out of 979 total motor vehicle fatalities, 123 involved pedestrians, accounting for over 12% of all road user fatalities in South Carolina. While some individuals make conscious choices to walk and dwell in transit-oriented or mixed-use walkable comm
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DatasetSupporting Files
Ogle, J. H., Islam, S., Brown, K. T., Mwakalonge, J. L., Michalaka, D., & Chowdhury, M. (. (2020). Assessment of Safety Benefits of Technologies to Reduce Pedestrian Crossing Fatalities at Midblock Locations [supporting datasets]. Center for Connected Multimodal Mobility, Clemson University. https://rosap.ntl.bts.gov/view/dot/53919
Ogle, Jennifer H, Sababa Islam, Kweku T Brown, Judith L Mwakalonge, Dimitra Michalaka, and Mashrur (Ronnie) Chowdhury. Assessment of Safety Benefits of Technologies to Reduce Pedestrian Crossing Fatalities at Midblock Locations [supporting datasets]. Center for Connected Multimodal Mobility, Clemson University, 2020. https://rosap.ntl.bts.gov/view/dot/53919.
Ogle, Jennifer H, et al. Assessment of Safety Benefits of Technologies to Reduce Pedestrian Crossing Fatalities at Midblock Locations [supporting datasets]. Center for Connected Multimodal Mobility, Clemson University, 2020, ROSA P. https://rosap.ntl.bts.gov/view/dot/53919.
This study evaluated the performance of pedestrian-bicycle crossing alternatives at Continuous Flow Intersections (CFI). Further, a comparison was also performed of CFI crossing types against a standard intersection designed to provide an equivalent volume-to-capacity ratio. Three CFI crossing alternatives were tested, namely Traditional, Offset, a
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Rouphail, N. M., Cunningham, C., Davis, W. J., Warchol, S., & Ahmed, I. (2020). Integrated Implementation of Innovation Intersection Designs [May 2020] (Report No. Project F). Southeastern Transportation Research, Innovation, Development and Education Center (STRIDE). https://rosap.ntl.bts.gov/view/dot/56910
Rouphail, Nagui M., Chris Cunningham, William J. Davis, Shannon Warchol, and Ishtiak Ahmed. Integrated Implementation of Innovation Intersection Designs [May 2020]. Report no. Project F. Southeastern Transportation Research, Innovation, Development and Education Center (STRIDE), 2020. https://rosap.ntl.bts.gov/view/dot/56910.
Rouphail, Nagui M., et al. Integrated Implementation of Innovation Intersection Designs [May 2020]. Southeastern Transportation Research, Innovation, Development and Education Center (STRIDE), 2020, Report no. Project F, ROSA P. https://rosap.ntl.bts.gov/view/dot/56910.
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