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.
Concrete bridge decks are routinely inspected as a requirement of the National Bridge Inspection Standards. This is typically a visual inspection, with deficiencies recorded from the shoulder of the roadway, outside of traffic flow. A new 3-D optical bridge evaluation system (3DOBS) allows inspectors to capture more detailed information about the c
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Dobson, R. J. (2019). Improved Asset Management of Reinforced Concrete Bridge Decks With High-Resolution Imaging Methods [Research Spotlight]. Michigan Department of Transportation. Research Administration. https://rosap.ntl.bts.gov/view/dot/66527
Dobson, Richard J.. Improved Asset Management of Reinforced Concrete Bridge Decks With High-Resolution Imaging Methods [Research Spotlight]. Michigan Department of Transportation. Research Administration, 2019. https://rosap.ntl.bts.gov/view/dot/66527.
Dobson, Richard J. Improved Asset Management of Reinforced Concrete Bridge Decks With High-Resolution Imaging Methods [Research Spotlight]. Michigan Department of Transportation. Research Administration, 2019, ROSA P. https://rosap.ntl.bts.gov/view/dot/66527.
This Implementation Product is composed of slides from a PowerPoint Presentation on thin surface mixes.
Estakhri, C. K., Blackmore, T., & Scullion, T. (2019). Guidelines on Design and Construction of High Performance Thin HMA Overlays (Report No. 5-5598-05-P3 & P4). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/48838
Estakhri, Cindy K., Tommy Blackmore, and Tom Scullion. Guidelines on Design and Construction of High Performance Thin HMA Overlays. Report no. 5-5598-05-P3 & P4. Texas A&M Transportation Institute, 2019. https://rosap.ntl.bts.gov/view/dot/48838.
Estakhri, Cindy K., et al. Guidelines on Design and Construction of High Performance Thin HMA Overlays. Texas A&M Transportation Institute, 2019, Report no. 5-5598-05-P3 & P4, ROSA P. https://rosap.ntl.bts.gov/view/dot/48838.
Flight delays or cancelations due to snowfall are a costly inconvenience, not only to airports but also to airlines, passengers and society as a whole. However, no quantitative research has ever been done to provide an analytical explanation about the issue. Though being a reliable alternative to melt snow on the runway and mitigate flight delays,
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Lee, J., & Yan, J. (2019). The Impact of Snowfall on Airport Operations and Delays (Report No. INE/CESTiCC 19.24). University of Alaska Fairbanks. Center for Environmentally Sustainable Transportation in Cold Climates. https://rosap.ntl.bts.gov/view/dot/66881
Lee, Jukwan and Jia Yan. The Impact of Snowfall on Airport Operations and Delays. Report no. INE/CESTiCC 19.24. University of Alaska Fairbanks. Center for Environmentally Sustainable Transportation in Cold Climates, 2019. https://rosap.ntl.bts.gov/view/dot/66881.
Lee, Jukwan, and Jia Yan The Impact of Snowfall on Airport Operations and Delays. University of Alaska Fairbanks. Center for Environmentally Sustainable Transportation in Cold Climates, 2019, Report no. INE/CESTiCC 19.24, ROSA P. https://rosap.ntl.bts.gov/view/dot/66881.
The purpose of this project is to evaluate the safety and operational differences between three left-turn treatments: permitted, protected, and protected-permitted left-turn phasing. Permitted phasing allows vehicles to turn left after yielding to any opposing vehicles; protected phasing provides an exclusive phase for vehicles to turn left that do
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Schultz, G. G., Adamson, M. L., Stevens, M. D., & Saito, M. (2019). An Analysis of Decision Boundaries for Left-Turn Treatments (Report No. UT- 19.05). Utah. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/42386
Schultz, Grant G., Michael L Adamson, Michael D Stevens, and Mitsuru Saito. An Analysis of Decision Boundaries for Left-Turn Treatments. Report no. UT- 19.05. Utah. Dept. of Transportation, 2019. https://rosap.ntl.bts.gov/view/dot/42386.
Schultz, Grant G., et al. An Analysis of Decision Boundaries for Left-Turn Treatments. Utah. Dept. of Transportation, 2019, Report no. UT- 19.05, ROSA P. https://rosap.ntl.bts.gov/view/dot/42386.
Fiber-reinforced-polymer (FRP) reinforcement, such as glass and carbon, have emerged as an acceptable construction material for both new constructions as well as for the rehabilitation and strengthening of existing structures. The proven track records of superior performance of FRP materials in terms of strength, durability, resistance to corrosion
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Elsafty, A., Benmokrane, B., Rizkalla, S., Pour-Ghaz, M., Ali, A. H., Mohamed, H., & Khalaf, O. A. (2019). Degradation Mechanisms and Service Life Estimation for Fiber Reinforced Polymer (FRP) Concrete Reinforcements (Report No. BDV34 TWO 977-05). Florida. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/54622
Elsafty, Adel, Brahim Benmokrane, Sami Rizkalla, Mohammad Pour-Ghaz, Ahmed H Ali, Hamdy Mohamed, and Omar Alla Khalaf. Degradation Mechanisms and Service Life Estimation for Fiber Reinforced Polymer (FRP) Concrete Reinforcements. Report no. BDV34 TWO 977-05. Florida. Department of Transportation, 2019. https://rosap.ntl.bts.gov/view/dot/54622.
Elsafty, Adel, et al. Degradation Mechanisms and Service Life Estimation for Fiber Reinforced Polymer (FRP) Concrete Reinforcements. Florida. Department of Transportation, 2019, Report no. BDV34 TWO 977-05, ROSA P. https://rosap.ntl.bts.gov/view/dot/54622.
Aggregate base course layers serve an important role in hot mix asphalt (HMA) pavement stability and performance by providing structural support to the surface layer and by dissipating traffic loads and transferring them to the underlying pavement layers or subgrade. Poor base layer performance due to long-term degradation can cause serious pavemen
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Titi, H. H. (2019). Long-Term Degradation and Strength Characteristics of Wisconsin Virgin Base Aggregates under HMA Pavements [Research Brief] (Report No. 0092-15-06). Wisconsin. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/40780
Titi, Hani H.. Long-Term Degradation and Strength Characteristics of Wisconsin Virgin Base Aggregates under HMA Pavements [Research Brief]. Report no. 0092-15-06. Wisconsin. Dept. of Transportation, 2019. https://rosap.ntl.bts.gov/view/dot/40780.
Titi, Hani H. Long-Term Degradation and Strength Characteristics of Wisconsin Virgin Base Aggregates under HMA Pavements [Research Brief]. Wisconsin. Dept. of Transportation, 2019, Report no. 0092-15-06, ROSA P. https://rosap.ntl.bts.gov/view/dot/40780.
To better prepare for the Connected Vehicle (CV) roadway, RSI has established a CV testbed along a highly crashed section of I-94, building on the Minnesota Traffic Observatory’s existing field lab infrastructure. This real-world testbed was designed to implement and evaluate the next generation of vehicle-based freeway safety applications. The pri
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Hourdos, J., Parikh, G., Dirks, P., & Lehrke, D. (2019). Implementation of a V2I Highway Safety System and Connected Vehicle Testbed (Report No. CTS 19-07). Roadway Safety Institute. https://rosap.ntl.bts.gov/view/dot/42016
Hourdos, John, Gordon Parikh, Peter Dirks, and Derek Lehrke. Implementation of a V2I Highway Safety System and Connected Vehicle Testbed. Report no. CTS 19-07. Roadway Safety Institute, 2019. https://rosap.ntl.bts.gov/view/dot/42016.
Hourdos, John, et al. Implementation of a V2I Highway Safety System and Connected Vehicle Testbed. Roadway Safety Institute, 2019, Report no. CTS 19-07, ROSA P. https://rosap.ntl.bts.gov/view/dot/42016.
One potential area to improve driver safety and traffic mobility is around merge points of two roadways, e.g., at a typical freeway entrance ramp. Due to poor visibility because of weather or complex road infrastructure, on many such entrance ramps, it may become difficult for the driver on the merging/entrance ramp to clearly see the vehicles trav
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Hussain, S., Hayee, M. I., & Peng, Z. (2019). Development and Demonstration of Merge Assist System using Connected Vehicle Technology (Report No. CTS 19-06). United States. Department of Transportation. Office of the Secretary of Transportation. https://rosap.ntl.bts.gov/view/dot/40072
Hussain, Shah, M. Imran Hayee, and Zhiyuan Peng. Development and Demonstration of Merge Assist System using Connected Vehicle Technology. Report no. CTS 19-06. United States. Department of Transportation. Office of the Secretary of Transportation, 2019. https://rosap.ntl.bts.gov/view/dot/40072.
Hussain, Shah, et al. Development and Demonstration of Merge Assist System using Connected Vehicle Technology. United States. Department of Transportation. Office of the Secretary of Transportation, 2019, Report no. CTS 19-06, ROSA P. https://rosap.ntl.bts.gov/view/dot/40072.
Every Day Counts (EDC) is a Federal Highway Administration program to advance a culture of innovation in the transportation community in partnership with public and private stakeholders. FHWA coordinates rapid deployment of proven strategies and technologies to shorten the project delivery process, enhance roadway safety, reduce congestion, and imp
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United States. Federal Highway Administration (2019). Every Day Counts: An Innovation Partnership With States - EDC-4 Final Report, April 2019 (Report No. FHWA-19-CAI-013). United States. Federal Highway Administration. https://rosap.ntl.bts.gov/view/dot/44378
United States. Federal Highway Administration. Every Day Counts: An Innovation Partnership With States - EDC-4 Final Report, April 2019. Report no. FHWA-19-CAI-013. United States. Federal Highway Administration, 2019. https://rosap.ntl.bts.gov/view/dot/44378.
United States. Federal Highway Administration Every Day Counts: An Innovation Partnership With States - EDC-4 Final Report, April 2019. United States. Federal Highway Administration, 2019, Report no. FHWA-19-CAI-013, ROSA P. https://rosap.ntl.bts.gov/view/dot/44378.
Recent experimental works have shown that the global equivalence ratio defining lean blowout (LBO) in model gas turbine combustors correlates with the derived cetane number (DCN) of the tested fuel, which represents the chemical reactivity potential of the fuel, but additional physical and kinetic parameters of the fuel also have influence. The cur
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Won, S. H., Rock, N., Lim, S. J., Nates, S., Carpenter, D., Emerson, B., Lieuwen, T., Edwards, T., & Dryer, F. L. (2019). Preferential Vaporization Impacts on Lean Blow-Out of Liquid Fueled Combustors (Report No. j.combustflame.2019.04.008). Elsevier. https://rosap.ntl.bts.gov/view/dot/56854
Won, Sang Hee, Nicholas Rock, Seung Jae Lim, Stuart Nates, Dalton Carpenter, Benjamin Emerson, Tim Lieuwen, Tim Edwards, and Frederick L Dryer. Preferential Vaporization Impacts on Lean Blow-Out of Liquid Fueled Combustors. Report no. j.combustflame.2019.04.008. Elsevier, 2019. https://rosap.ntl.bts.gov/view/dot/56854.
Won, Sang Hee, et al. Preferential Vaporization Impacts on Lean Blow-Out of Liquid Fueled Combustors. Elsevier, 2019, Report no. j.combustflame.2019.04.008, ROSA P. https://rosap.ntl.bts.gov/view/dot/56854.
Wisconsin. Dept. of Transportation. Library and Research Unit
2019-04-01
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The Wisconsin Department of Transportation (WisDOT) Research Program hosted a peer exchange on September 19-21, 2018, in Madison, Wisconsin. The peer exchange examined best practices for managing research as an asset; aligning research and innovation; and documenting and communicating the successes of research and innovation. The first two topics o
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Wisconsin. Dept. of Transportation. Library and Research Unit (2019). Wisconsin Department of Transportation 2018 Research, Development & Technology Peer Exchange (Report No. 0092-18-52). Wisconsin. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/40772
Wisconsin. Dept. of Transportation. Library and Research Unit. Wisconsin Department of Transportation 2018 Research, Development & Technology Peer Exchange. Report no. 0092-18-52. Wisconsin. Dept. of Transportation, 2019. https://rosap.ntl.bts.gov/view/dot/40772.
Wisconsin. Dept. of Transportation. Library and Research Unit Wisconsin Department of Transportation 2018 Research, Development & Technology Peer Exchange. Wisconsin. Dept. of Transportation, 2019, Report no. 0092-18-52, ROSA P. https://rosap.ntl.bts.gov/view/dot/40772.
Current methods used to assess structural cracking in concrete bridge infrastructure consist of various rating criteria in the form of pre-established concrete crack width and crack density limits. While cracking data obtained from routine inspections can aid in identifying bridge degradation, typical inspection techniques provide limited insight r
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Zaborac, J., Athanasiou, A., Salamone, S., Bayrak, O., & Hrynyk, T. (2019). Evaluation of Structural Cracking in Concrete: Final Report (Report No. FHWA/TX-19/0-6919-1). Texas. Dept. of Transportation. Research and Technology Implementation Office. https://rosap.ntl.bts.gov/view/dot/55742
Zaborac, Jarrod, Apostolos Athanasiou, Salvatore Salamone, Oguzhan Bayrak, and Trevor Hrynyk. Evaluation of Structural Cracking in Concrete: Final Report. Report no. FHWA/TX-19/0-6919-1. Texas. Dept. of Transportation. Research and Technology Implementation Office, 2019. https://rosap.ntl.bts.gov/view/dot/55742.
Zaborac, Jarrod, et al. Evaluation of Structural Cracking in Concrete: Final Report. Texas. Dept. of Transportation. Research and Technology Implementation Office, 2019, Report no. FHWA/TX-19/0-6919-1, ROSA P. https://rosap.ntl.bts.gov/view/dot/55742.
Shrinkage of concrete is one of the reasons of concrete cracking in bridge decks. To minimize such cracks, concrete mixes with minimal shrinkage potential is used. This shrinkage potential was evaluated by third party shrinkage testing laboratories as per ASTM C-157 standard. However, significantly different results were obtained from different lab
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Rishi, A., & Romero, P. (2019). ASTM C-157 Standard Audit for Third-Party Shrinkage Testing Laboratories to Improve the Reliability of Results for Concrete Mixes (Report No. UT-19.07). Utah. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/63545
Rishi, Avinash and Pedro Romero. ASTM C-157 Standard Audit for Third-Party Shrinkage Testing Laboratories to Improve the Reliability of Results for Concrete Mixes. Report no. UT-19.07. Utah. Department of Transportation, 2019. https://rosap.ntl.bts.gov/view/dot/63545.
Rishi, Avinash, and Pedro Romero ASTM C-157 Standard Audit for Third-Party Shrinkage Testing Laboratories to Improve the Reliability of Results for Concrete Mixes. Utah. Department of Transportation, 2019, Report no. UT-19.07, ROSA P. https://rosap.ntl.bts.gov/view/dot/63545.
Many concrete structures in Florida are reinforced with steel bars. Combining concrete and steel produces extremely strong structures that would not be possible with concrete alone. However, in Florida’s humid environments, moisture or salt can penetrate the concrete over a number of years and cause the steel to corrode. This can cause the concrete
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Kampmann, R., & Roddenberry, M. (2019). Performance Evaluation of Glass Fiber Reinforced Polymer (GFRP) Reinforcing Bars Embedded in Concrete Under Aggressive Environments [Summary] (Report No. BDV30-977-18). Florida. Dept. of Transportation. Research Center. https://rosap.ntl.bts.gov/view/dot/40040
Kampmann, Raphael and Michelle Roddenberry. Performance Evaluation of Glass Fiber Reinforced Polymer (GFRP) Reinforcing Bars Embedded in Concrete Under Aggressive Environments [Summary]. Report no. BDV30-977-18. Florida. Dept. of Transportation. Research Center, 2019. https://rosap.ntl.bts.gov/view/dot/40040.
Kampmann, Raphael, and Michelle Roddenberry Performance Evaluation of Glass Fiber Reinforced Polymer (GFRP) Reinforcing Bars Embedded in Concrete Under Aggressive Environments [Summary]. Florida. Dept. of Transportation. Research Center, 2019, Report no. BDV30-977-18, ROSA P. https://rosap.ntl.bts.gov/view/dot/40040.
This research study evaluates the effectiveness of the mitigation infrastructure through the use of motion activated cameras and analyses of WVC carcass and accident data. The study maintained a total of 62 motion-triggered cameras at 40 locations in Year 3 to record animal movements and responses to the mitigation. Cameras were placed at crossing
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Kintsch, J., Cramer, P., Singer, P., Cowardin, M., & Phelan, J. (2019). State Highway 9 Wildlife Crossings Monitoring - Year 3 Progress Report [December 2015 Through April 2018]. Colorado Department of Transportation. Applied Research & Innovations Branch. https://rosap.ntl.bts.gov/view/dot/92829
Kintsch, Julia, Patricia Cramer, Paige Singer, Michelle Cowardin, and Joy Phelan. State Highway 9 Wildlife Crossings Monitoring - Year 3 Progress Report [December 2015 Through April 2018]. Colorado Department of Transportation. Applied Research & Innovations Branch, 2019. https://rosap.ntl.bts.gov/view/dot/92829.
Kintsch, Julia, et al. State Highway 9 Wildlife Crossings Monitoring - Year 3 Progress Report [December 2015 Through April 2018]. Colorado Department of Transportation. Applied Research & Innovations Branch, 2019, ROSA P. https://rosap.ntl.bts.gov/view/dot/92829.
Public transit, particularly buses in Baltimore City, plays a vital role in sustainable transportation in the United States as well as providing mobility to those without cars. Bus pads are usually constructed in the street, adjacent to a bus zone, to accommodate the weight of a bus. Bus pads are highly durable areas of the roadway surface at bus s
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Aslan, K., & Shokouhian, M. (2019). Sustainable Design of Concrete Bus Pads to Improve Mobility in Baltimore City (Report No. UMEC-015). Urban Mobility & Equity Center. https://rosap.ntl.bts.gov/view/dot/40020
Aslan, Kadir and Mehdi Shokouhian. Sustainable Design of Concrete Bus Pads to Improve Mobility in Baltimore City. Report no. UMEC-015. Urban Mobility & Equity Center, 2019. https://rosap.ntl.bts.gov/view/dot/40020.
Aslan, Kadir, and Mehdi Shokouhian Sustainable Design of Concrete Bus Pads to Improve Mobility in Baltimore City. Urban Mobility & Equity Center, 2019, Report no. UMEC-015, ROSA P. https://rosap.ntl.bts.gov/view/dot/40020.
In order to properly size stormwater treatment systems, or best management practice (BMPs), the sediment particle size distribution (PSD) is needed to quantify the required hydraulic retention time for particle settling or to understand what other treatment processes, such as filtration, might be needed to meet a target sediment removal goal. Gross
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Winston, R. J., & Witter, J. D. (2019). Evaluating the Particle Size Distribution and Gross Solids Contribution of Stormwater Runoff From Ohio’s Roads (Report No. FHWA/OH-2019-9). Ohio. Dept. of Transportation. Office of Statewide Planning and Research. https://rosap.ntl.bts.gov/view/dot/66169
Winston, Ryan J and Jonathan D Witter. Evaluating the Particle Size Distribution and Gross Solids Contribution of Stormwater Runoff From Ohio’s Roads. Report no. FHWA/OH-2019-9. Ohio. Dept. of Transportation. Office of Statewide Planning and Research, 2019. https://rosap.ntl.bts.gov/view/dot/66169.
Winston, Ryan J, and Jonathan D Witter Evaluating the Particle Size Distribution and Gross Solids Contribution of Stormwater Runoff From Ohio’s Roads. Ohio. Dept. of Transportation. Office of Statewide Planning and Research, 2019, Report no. FHWA/OH-2019-9, ROSA P. https://rosap.ntl.bts.gov/view/dot/66169.
Given that there is a well-established link between driving cessation among older adults and declines in physical, social and cognitive function, the mobility of an aging U.S. population is both a public health concern and transportation planning dilemma. In response, this study sought to determine whether a community-based “buddy” program that pai
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Jang, S., Wright, S., Liller, R., Park, N. S., Lee, C., & Yo, M. (2019). Implementation of a Community-Based Public Health Buddy Program for Transportation-Disadvantaged Older Adults. Center for Transportation, Environment, and Community Health. (CTECH) (UTC). https://rosap.ntl.bts.gov/view/dot/62016
Jang, Siwon, Savana Wright, Rebecca Liller, Nan Sook Park, Chanyoung Lee, and Mark Yo. Implementation of a Community-Based Public Health Buddy Program for Transportation-Disadvantaged Older Adults. Center for Transportation, Environment, and Community Health. (CTECH) (UTC), 2019. https://rosap.ntl.bts.gov/view/dot/62016.
Jang, Siwon, et al. Implementation of a Community-Based Public Health Buddy Program for Transportation-Disadvantaged Older Adults. Center for Transportation, Environment, and Community Health. (CTECH) (UTC), 2019, ROSA P. https://rosap.ntl.bts.gov/view/dot/62016.
The purpose of this research was to evaluate how characteristics of hydraulic structures, such as slope or size, used at crossings over waterways relate to operation and maintenance (O&M) effort, fish passage, and stream function. Data on O&M concerns, fish passage concerns, and crossing characteristics were collected from 45 road-stream crossings
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Blank, M., Dockery, D., & Pohl, C. (2019). Sizing Hydraulic Structures in Cold Regions to Balance Fish Passage, Stream Function, and Operation and Maintenance Cost (Report No. INE/AUTC 19.07). University of Alaska Fairbanks. Center for Environmentally Sustainable Transportation in Cold Climates. https://rosap.ntl.bts.gov/view/dot/66963
Blank, Matthew, David Dockery, and Christin Pohl. Sizing Hydraulic Structures in Cold Regions to Balance Fish Passage, Stream Function, and Operation and Maintenance Cost. Report no. INE/AUTC 19.07. University of Alaska Fairbanks. Center for Environmentally Sustainable Transportation in Cold Climates, 2019. https://rosap.ntl.bts.gov/view/dot/66963.
Blank, Matthew, et al. Sizing Hydraulic Structures in Cold Regions to Balance Fish Passage, Stream Function, and Operation and Maintenance Cost. University of Alaska Fairbanks. Center for Environmentally Sustainable Transportation in Cold Climates, 2019, Report no. INE/AUTC 19.07, ROSA P. https://rosap.ntl.bts.gov/view/dot/66963.
In this study, non-linear finite element simulations were conducted to evaluate the performance of the current North Carolina Department of Transportation (NCDOT) cable median barrier (CMB) and two retrofit CMB designs (named “Sixth Design Retrofit” and “Four-cable Design Retrofit”) placed on a 6H:1V sloped median. The aim of this research was to i
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Fang, H., Palta, E., Li, Z., & Fatoki, O. (2019). Performance Evaluation of Cable Barriers on a 6:1 Sloped Median under MASH TL-3 Conditions (Report No. NCDOT 2017-13). North Carolina. Department of Transportation. Research and Analysis Group. https://rosap.ntl.bts.gov/view/dot/59173
Fang, Howie, Emre Palta, Zheng Li, and Oyeboade Fatoki. Performance Evaluation of Cable Barriers on a 6:1 Sloped Median under MASH TL-3 Conditions. Report no. NCDOT 2017-13. North Carolina. Department of Transportation. Research and Analysis Group, 2019. https://rosap.ntl.bts.gov/view/dot/59173.
Fang, Howie, et al. Performance Evaluation of Cable Barriers on a 6:1 Sloped Median under MASH TL-3 Conditions. North Carolina. Department of Transportation. Research and Analysis Group, 2019, Report no. NCDOT 2017-13, ROSA P. https://rosap.ntl.bts.gov/view/dot/59173.
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