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.
Protected intersections are an integral component of Complete Streets and are used to facilitate safe crossings for bicyclists and pedestrians at intersections. Their placement is ideal after segments with protected bike lanes where drivers might not be aware of bicyclists’ presence. Protected intersections have the ability to increase drivers’ awa
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Christofa, E., Knodler Jr., M. A., Deliali, A., & Campbell, N. (2019). Dissecting the Safety Benefits of Protected Intersection Design Features. Safety Research Using Simulation (SAFER-SIM) University Transportation Center. https://rosap.ntl.bts.gov/view/dot/50417
Christofa, Eleni, Michael A. Knodler Jr., Aikaterini Deliali, and Nicholas Campbell. Dissecting the Safety Benefits of Protected Intersection Design Features. Safety Research Using Simulation (SAFER-SIM) University Transportation Center, 2019. https://rosap.ntl.bts.gov/view/dot/50417.
Christofa, Eleni, et al. Dissecting the Safety Benefits of Protected Intersection Design Features. Safety Research Using Simulation (SAFER-SIM) University Transportation Center, 2019, ROSA P. https://rosap.ntl.bts.gov/view/dot/50417.
The disc-shaped compact tension (DCT) fracture energy test has been shown to discriminate between asphalt mixtures with respect to their thermal cracking potential. This research refines the DCT fracture energy testing procedure, identifies needed adjustments in asphalt mixture to increase fracture energy, determines the suitability of DCT-test-bas
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Dave, E. V., Oshone, M., Schokker, A., & Bennett, C. E. (2019). Disc Shaped Compact Tension (DCT) Specifications Development for Asphalt Pavement (Report No. MN/RC 2019-24). Minnesota. Department of Transportation. Office of Research & Innovation. https://rosap.ntl.bts.gov/view/dot/61813
Dave, Eshan V., Mirkat Oshone, Andrea Schokker, and Chelsea E Bennett. Disc Shaped Compact Tension (DCT) Specifications Development for Asphalt Pavement. Report no. MN/RC 2019-24. Minnesota. Department of Transportation. Office of Research & Innovation, 2019. https://rosap.ntl.bts.gov/view/dot/61813.
Dave, Eshan V., et al. Disc Shaped Compact Tension (DCT) Specifications Development for Asphalt Pavement. Minnesota. Department of Transportation. Office of Research & Innovation, 2019, Report no. MN/RC 2019-24, ROSA P. https://rosap.ntl.bts.gov/view/dot/61813.
Traffic signals, while serving an important function to coordinate vehicle movements through intersections, also cause frequent stops and delays, particularly when they are not properly timed. Such stops and delays contribute to significant amount of fuel consumption and greenhouse gas emissions. The recent development of connected and automated ve
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Han, X., Ma, R., & Zhang, H. M. (2019). Energy-aware Trajectory Optimization of Connected and Automated Vehicle Platoons through a Signalized Intersection (Report No. UC-ITS-2018-48, UCD-ITS-RR-19-11). University of California Institute of Transportation Studies. https://doi.org/10.7922/G2ZW1J4R
Han, Xiao, Rui Ma, and H Michael Zhang. Energy-aware Trajectory Optimization of Connected and Automated Vehicle Platoons through a Signalized Intersection. Report no. UC-ITS-2018-48, UCD-ITS-RR-19-11. University of California Institute of Transportation Studies, 2019. https://doi.org/10.7922/G2ZW1J4R.
Han, Xiao, et al. Energy-aware Trajectory Optimization of Connected and Automated Vehicle Platoons through a Signalized Intersection. University of California Institute of Transportation Studies, 2019, Report no. UC-ITS-2018-48, UCD-ITS-RR-19-11, ROSA P. https://doi.org/10.7922/G2ZW1J4R.
In Utah, 14,546 speed-related crashes occurred in rural areas from 2010. 47.4% of them were crashes with injuries. 239 crashes resulted in fatalities and, 1,043 crashes resulted in serious injuries. This shows a crucial need for investigating highway speed-limit compliance rates and evaluating current practices on setting up speed zones in towns al
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Zhang, Z., Yang, X. (., Liu, C. Y., & Yuan, Y. (2019). Investigation of Utah Highway Speed-Limit Compliance Rates and Evaluation of Speed-Limit Design in Towns along Highways (Report No. UT-19.26). Utah. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/53946
Zhang, Zhao, Xianfeng (Terry) Yang, Cathy Yang Liu, and Yun Yuan. Investigation of Utah Highway Speed-Limit Compliance Rates and Evaluation of Speed-Limit Design in Towns along Highways. Report no. UT-19.26. Utah. Department of Transportation, 2019. https://rosap.ntl.bts.gov/view/dot/53946.
Zhang, Zhao, et al. Investigation of Utah Highway Speed-Limit Compliance Rates and Evaluation of Speed-Limit Design in Towns along Highways. Utah. Department of Transportation, 2019, Report no. UT-19.26, ROSA P. https://rosap.ntl.bts.gov/view/dot/53946.
As Georgia Department of Transportation (GDOT) is moving toward implementing the Mechanistic–Empirical Pavement Design Guide (MEPDG) and utilizing the AASHTOWare Pavement ME Design software, there is a pressing need to develop a subgrade resilient modulus (MR) database considering Georgia-specific soil conditions in order to achieve a reliable pave
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Kim, S. S., Pahno, S., Durham, S. A., Yang, J., & Chorzepa, M. G. (2019). Prediction of Resilient Modulus From the Laboratory Testing of Sandy Soils (Report No. FHWA-GA-19-1725). Georgia. Department of Transportation. Office of Performance-Based Management & Research. https://rosap.ntl.bts.gov/view/dot/53928
Kim, S. Sonny, Steve Pahno, Stephan A. Durham, Jidong Yang, and Mi G Chorzepa. Prediction of Resilient Modulus From the Laboratory Testing of Sandy Soils. Report no. FHWA-GA-19-1725. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2019. https://rosap.ntl.bts.gov/view/dot/53928.
Kim, S. Sonny, et al. Prediction of Resilient Modulus From the Laboratory Testing of Sandy Soils. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2019, Report no. FHWA-GA-19-1725, ROSA P. https://rosap.ntl.bts.gov/view/dot/53928.
With an aging infrastructure, the United States is faced with a wide variety of deterioration and lack of functionality for its bridges and highways. Economic factors do not always allow for a complete replacement of the structure which highlights the importance of the concrete rehabilitation technologies. Retrofitting existing structures using fib
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Nassif, H., Abu-Obeidah, A., Na, C., Ozbay, K., Gao, J., & Khayat, K. H. (2019). Flexural Performance of Concrete Beams Strengthened using Different Repair Techniques (Report No. RECAST UTC #00042134-01-2D). Research on Concrete Applications for Sustainable Transportation (RE-CAST) (UTC). https://rosap.ntl.bts.gov/view/dot/54004
Nassif, Hani, Adi Abu-Obeidah, Chaekuk Na, Kaan Ozbay, Jingqin Gao, and Kamal H. Khayat. Flexural Performance of Concrete Beams Strengthened using Different Repair Techniques. Report no. RECAST UTC #00042134-01-2D. Research on Concrete Applications for Sustainable Transportation (RE-CAST) (UTC), 2019. https://rosap.ntl.bts.gov/view/dot/54004.
Nassif, Hani, et al. Flexural Performance of Concrete Beams Strengthened using Different Repair Techniques. Research on Concrete Applications for Sustainable Transportation (RE-CAST) (UTC), 2019, Report no. RECAST UTC #00042134-01-2D, ROSA P. https://rosap.ntl.bts.gov/view/dot/54004.
At present, New Hampshire Department of Transportation (NHDOT) has adopted AASHTO empirical pavement design approach. This research focused on updating the layer coefficients (a-value) of the asphalt mixtures using different mechanistic and performance based measures. A set of 18 commonly used mixtures in New Hampshire were selected for performance
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Dave, E. V., Sias, J. E., & Nemati, R. (2019). Layer Coefficients for New Hampshire Department of Transportation Pavement Design (Report No. FHWA-NH-RD-26962N). University of New Hampshire. Department of Civil and Environmental Engineering. https://rosap.ntl.bts.gov/view/dot/49950
Dave, Eshan V., Jo E Sias, and Rasool Nemati. Layer Coefficients for New Hampshire Department of Transportation Pavement Design. Report no. FHWA-NH-RD-26962N. University of New Hampshire. Department of Civil and Environmental Engineering, 2019. https://rosap.ntl.bts.gov/view/dot/49950.
Dave, Eshan V., et al. Layer Coefficients for New Hampshire Department of Transportation Pavement Design. University of New Hampshire. Department of Civil and Environmental Engineering, 2019, Report no. FHWA-NH-RD-26962N, ROSA P. https://rosap.ntl.bts.gov/view/dot/49950.
Motorcycles are among the most vulnerable vehicles on the road. Although a combination of different factors may contribute to motorcycle crashes, roadside safety systems design can play an important role in limiting the severity of motorcycle crashes. Roadside safety systems are not typically designed with the special needs of motorcyclists in mind
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Dobrovolny, C. S., Shi, S., Kovar, J. C., Bligh, R. P., Kuhn, D. L., & Griffith, B. L. (2019). Development and Evaluation of Concrete Barrier Containment Options for Errant Motorcycle Riders (Report No. FHWA/TX-18/0-6968-R6). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/43794
Dobrovolny, Chiara Silvestri, Shengyi Shi, James C. Kovar, Roger P. Bligh, Darrell L. Kuhn, and Bill L. Griffith. Development and Evaluation of Concrete Barrier Containment Options for Errant Motorcycle Riders. Report no. FHWA/TX-18/0-6968-R6. Texas A&M Transportation Institute, 2019. https://rosap.ntl.bts.gov/view/dot/43794.
Dobrovolny, Chiara Silvestri, et al. Development and Evaluation of Concrete Barrier Containment Options for Errant Motorcycle Riders. Texas A&M Transportation Institute, 2019, Report no. FHWA/TX-18/0-6968-R6, ROSA P. https://rosap.ntl.bts.gov/view/dot/43794.
Drilling and completing oil and gas wells, particularly when using horizontal and hydraulic fracturing techniques, requires enormous amounts of water. Generally, it is cheaper for the industry to move fluids by pipeline than by truck, hence the interest in using permanent and/or temporary pipelines to transport water in areas where oil and gas deve
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Quiroga, C., Holik, W. A., Li, J., Tsapakis, I., & Bierling, D. H. (2019). Temporary Saltwater Pipelines: Current Practice and Recommendations (Report No. FHWA/TX-17/0-6886-R1). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/43792
Quiroga, Cesar, William A. Holik, Jing Li, Ioannis Tsapakis, and David H. Bierling. Temporary Saltwater Pipelines: Current Practice and Recommendations. Report no. FHWA/TX-17/0-6886-R1. Texas A&M Transportation Institute, 2019. https://rosap.ntl.bts.gov/view/dot/43792.
Quiroga, Cesar, et al. Temporary Saltwater Pipelines: Current Practice and Recommendations. Texas A&M Transportation Institute, 2019, Report no. FHWA/TX-17/0-6886-R1, ROSA P. https://rosap.ntl.bts.gov/view/dot/43792.
Aging can significantly affect the properties of asphalt binders and mixtures, causing increase in stiffness, reduction in relaxation capability, and increase in brittleness. Eleven mixtures were evaluated in this project using different laboratory conditioning protocols to evaluate how the properties of asphalt binders and mixtures, including rheo
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Sias, J. E., Dave, E. V., Zhang, R., & Rahbar-Rastegar, R. (2019). Incorporating Impact of Aging on Cracking Performance of Mixtures During Design (Report No. FHWA-NH-RD-26962O). University of New Hampshire. Department of Civil and Environmental Engineering. https://rosap.ntl.bts.gov/view/dot/49949
Sias, Jo E, Eshan V. Dave, Runhua Zhang, and Reyhaneh Rahbar-Rastegar. Incorporating Impact of Aging on Cracking Performance of Mixtures During Design. Report no. FHWA-NH-RD-26962O. University of New Hampshire. Department of Civil and Environmental Engineering, 2019. https://rosap.ntl.bts.gov/view/dot/49949.
Sias, Jo E, et al. Incorporating Impact of Aging on Cracking Performance of Mixtures During Design. University of New Hampshire. Department of Civil and Environmental Engineering, 2019, Report no. FHWA-NH-RD-26962O, ROSA P. https://rosap.ntl.bts.gov/view/dot/49949.
Wrong-way Driving (WWD) presents one of the most serious traffic hazards on the highway system across the United States. According to the data from the National Highway Transportation Safety Administration (NHTSA) Fatality Analysis Reporting System (FARS), hundreds of fatal crashes are caused by WWD drivers yearly. This issue remains unsolved at ma
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Zhang, Z., Yang, X. (., Liu, C., & Yuan, Y. (2019). Assessment of the Effectiveness of Wrong-Way Driving (WWD) Detection System (Report No. UT-19.13). University of Utah. Dept. of Civil and Environmental Engineering. https://rosap.ntl.bts.gov/view/dot/48947
Zhang, Zhao, Xianfeng (Terry) Yang, Cathy Liu, and Yun Yuan. Assessment of the Effectiveness of Wrong-Way Driving (WWD) Detection System. Report no. UT-19.13. University of Utah. Dept. of Civil and Environmental Engineering, 2019. https://rosap.ntl.bts.gov/view/dot/48947.
Zhang, Zhao, et al. Assessment of the Effectiveness of Wrong-Way Driving (WWD) Detection System. University of Utah. Dept. of Civil and Environmental Engineering, 2019, Report no. UT-19.13, ROSA P. https://rosap.ntl.bts.gov/view/dot/48947.
Surface wave testing was performed as part of the sub-surface soil investigation for a bridge replacement project to be constructed within the next five years by the Wyoming Department of Transportation (WYDOT), over the Snake River near Jackson Wyoming. This investigation was performed in order to determine the shear wave velocity structure and se
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Griffiths, S. C., & Frazier, J. D. (2019). Site Characterization and Site-Specific Seismic Ground Motions Analyses for a Gravelly Site in Wyoming (Report No. 1905F). Wyoming. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/42491
Griffiths, Shawn C. and Josh D Frazier. Site Characterization and Site-Specific Seismic Ground Motions Analyses for a Gravelly Site in Wyoming. Report no. 1905F. Wyoming. Department of Transportation, 2019. https://rosap.ntl.bts.gov/view/dot/42491.
Griffiths, Shawn C., and Josh D Frazier Site Characterization and Site-Specific Seismic Ground Motions Analyses for a Gravelly Site in Wyoming. Wyoming. Department of Transportation, 2019, Report no. 1905F, ROSA P. https://rosap.ntl.bts.gov/view/dot/42491.
The advancement of new smart traffic sensing, mobile communication, and artificial intelligence technologies has greatly stimulated the growth of transportation data. A great deal of generated transportation data is playing an important role in modern smart transportation and smart city research and applications. The increase of computation power e
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Wang, Y., Ban, X. (., Cui, Z., & Zhu, M. (2019). An Artificial Intelligence Platform for Network-wide Congestion Detection and Prediction Using Multi-Source Data. Connected Cities for Smart Mobility toward Accessible and Resilient Transportation Center (C2SMART). https://rosap.ntl.bts.gov/view/dot/49166
Wang, Yinhai, Xuegang (Jeff) Ban, Zhiyong Cui, and Meixin Zhu. An Artificial Intelligence Platform for Network-wide Congestion Detection and Prediction Using Multi-Source Data. Connected Cities for Smart Mobility toward Accessible and Resilient Transportation Center (C2SMART), 2019. https://rosap.ntl.bts.gov/view/dot/49166.
Wang, Yinhai, et al. An Artificial Intelligence Platform for Network-wide Congestion Detection and Prediction Using Multi-Source Data. Connected Cities for Smart Mobility toward Accessible and Resilient Transportation Center (C2SMART), 2019, ROSA P. https://rosap.ntl.bts.gov/view/dot/49166.
Transportation managers need information about crash risk and equity to prioritize investments in street networks. This case study uses data from Minneapolis, Minnesota, to illustrate how estimates of pedestrian and bicycle crash risk and assessments of inequities in the distribution of that risk can inform prioritization of street improvement proj
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Lindsey, G., Tao, T., Wang, J., & Cao, J. (2019). Pedestrian and Bicycle Crash Risk and Equity: Implications for Street Improvement Projects (Report No. CTS 19-15). Hubert H. Humphrey Institute of Public Affairs. https://rosap.ntl.bts.gov/view/dot/49160
Lindsey, Greg, Tao Tao, Jueyu Wang, and Jason Cao. Pedestrian and Bicycle Crash Risk and Equity: Implications for Street Improvement Projects. Report no. CTS 19-15. Hubert H. Humphrey Institute of Public Affairs, 2019. https://rosap.ntl.bts.gov/view/dot/49160.
Lindsey, Greg, et al. Pedestrian and Bicycle Crash Risk and Equity: Implications for Street Improvement Projects. Hubert H. Humphrey Institute of Public Affairs, 2019, Report no. CTS 19-15, ROSA P. https://rosap.ntl.bts.gov/view/dot/49160.
This report summarizes the evaluation of Streetlight Data’s Annual Average Daily Traffic (AADT) product by comparing with Oregon Department of Transportation’s automatic traffic recorder data and AADT estimates derived from short term counts in Bend, MPO. Using an evaluation methodology established by Turner et al. (2008), the report concludes that
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Roll, J. (2019). Evaluating Streetlight Estimates of Annual Average Daily Traffic in Oregon (Report No. OR-RD-19-11). Oregon. Dept. of Transportation. Research Section. https://rosap.ntl.bts.gov/view/dot/66263
Roll, Josh. Evaluating Streetlight Estimates of Annual Average Daily Traffic in Oregon. Report no. OR-RD-19-11. Oregon. Dept. of Transportation. Research Section, 2019. https://rosap.ntl.bts.gov/view/dot/66263.
Roll, Josh Evaluating Streetlight Estimates of Annual Average Daily Traffic in Oregon. Oregon. Dept. of Transportation. Research Section, 2019, Report no. OR-RD-19-11, ROSA P. https://rosap.ntl.bts.gov/view/dot/66263.
Transportation network companies (TNCs) such as Uber and Lyft offer an increasingly popular alternative to driving a personal vehicle. This project investigated the potential of TNCs to increase the safety and enhance the mobility of older adults who are experiencing a decline in driving ability. Interviews with commercial and non-profit transporta
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Tooley, M. S., Zmud, J., Ettelman, B., Moran, M., Higgins, L. L., Shortz, A., & Wheeler, E. (2019). Older Drivers and Transportation Network Companies: Investigating Opportunities for Increased Safety and Improved Mobility (Report No. 02-016). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/43821
Tooley, Melissa S., Johanna Zmud, Benjamin Ettelman, Maarit Moran, Laura L. Higgins, Ashley Shortz, and Eric Wheeler. Older Drivers and Transportation Network Companies: Investigating Opportunities for Increased Safety and Improved Mobility. Report no. 02-016. Texas A&M Transportation Institute, 2019. https://rosap.ntl.bts.gov/view/dot/43821.
Tooley, Melissa S., et al. Older Drivers and Transportation Network Companies: Investigating Opportunities for Increased Safety and Improved Mobility. Texas A&M Transportation Institute, 2019, Report no. 02-016, ROSA P. https://rosap.ntl.bts.gov/view/dot/43821.
The Smart Work Zone Speed Notification (SWZSN) system aims to alleviate congestion, queuing, and rear end crashes in work zones by informing drivers of the speed of the downstream segment using a type of portable Intelligent Lane Control System (ILCS), Portable Changeable Message Signs (PCMS). The hypothesis was that drivers, knowing the speed up t
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Hourdos, J., Parikh, G., Dirks, P., Lehrke, D., & Lukashin, P. (2019). Evaluation of the Smart Work Zone Speed Notification System (Report No. MN/RC 2019-21). Minnesota Traffic Observatory Laboratory. https://rosap.ntl.bts.gov/view/dot/49161
Hourdos, John, Gordon Parikh, Peter Dirks, Derek Lehrke, and Pavel Lukashin. Evaluation of the Smart Work Zone Speed Notification System. Report no. MN/RC 2019-21. Minnesota Traffic Observatory Laboratory, 2019. https://rosap.ntl.bts.gov/view/dot/49161.
Hourdos, John, et al. Evaluation of the Smart Work Zone Speed Notification System. Minnesota Traffic Observatory Laboratory, 2019, Report no. MN/RC 2019-21, ROSA P. https://rosap.ntl.bts.gov/view/dot/49161.
This guidebook describes recommended practices for the accommodation, installation, operation, and maintenance of temporary pipelines within the right of way. The recommendations are based on the findings and lessons learned from Texas Department of Transportation (TxDOT) Research Project 0-6886 and focus primarily on above-ground temporary pipelin
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Quiroga, C., Holik, W. A., & Li, J. (2019). Guidelines for Installing, Operating, and Maintaining Temporary Saltwater Pipelines (Report No. 0-6886-P1). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/43791
Quiroga, Cesar, William A. Holik, and Jing Li. Guidelines for Installing, Operating, and Maintaining Temporary Saltwater Pipelines. Report no. 0-6886-P1. Texas A&M Transportation Institute, 2019. https://rosap.ntl.bts.gov/view/dot/43791.
Quiroga, Cesar, et al. Guidelines for Installing, Operating, and Maintaining Temporary Saltwater Pipelines. Texas A&M Transportation Institute, 2019, Report no. 0-6886-P1, ROSA P. https://rosap.ntl.bts.gov/view/dot/43791.
Many states are actively exploring connected vehicle (CV) technologies to improve travel reliability, efficiency, and safety on increasingly crowded roadways. CVs communicate with each other and with roadside infrastructure that relay information to and from traffic management centers. A CV’s awareness of nearby vehicles can greatly reduce the pote
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Sando, T., & Alluri, P. (2019). Exploring the Modified Procurement Framework for Expediting Florida Connected Vehicle (CV) Deployments [Research Brief]. Florida. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/42886
Sando, Thobias and Priyanka Alluri. Exploring the Modified Procurement Framework for Expediting Florida Connected Vehicle (CV) Deployments [Research Brief]. Florida. Department of Transportation, 2019. https://rosap.ntl.bts.gov/view/dot/42886.
Sando, Thobias, and Priyanka Alluri Exploring the Modified Procurement Framework for Expediting Florida Connected Vehicle (CV) Deployments [Research Brief]. Florida. Department of Transportation, 2019, ROSA P. https://rosap.ntl.bts.gov/view/dot/42886.
A study investigated the cognitive underpinnings of consumers’ beliefs and confidence in their beliefs about fully automated vehicles. Following previous research, opinions about self-driving cars tended to be mixed. The most negative views were held by consumers who had the least knowledge of self-driving cars. Low trust in technology was also ass
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Sanbonmatsu, D. M., Strayer, D. L., Yu, Z., Biondi, F., & Cooper, J. (2019). Cognitive Underpinnings of Beliefs and Confidence in Beliefs about Fully Automated Vehicles (Report No. MPC 19-388). Mountain-Plains Consortium. https://rosap.ntl.bts.gov/view/dot/42965
Sanbonmatsu, David M., David L. Strayer, Zhenghui Yu, Francesco Biondi, and Joel Cooper. Cognitive Underpinnings of Beliefs and Confidence in Beliefs about Fully Automated Vehicles. Report no. MPC 19-388. Mountain-Plains Consortium, 2019. https://rosap.ntl.bts.gov/view/dot/42965.
Sanbonmatsu, David M., et al. Cognitive Underpinnings of Beliefs and Confidence in Beliefs about Fully Automated Vehicles. Mountain-Plains Consortium, 2019, Report no. MPC 19-388, ROSA P. https://rosap.ntl.bts.gov/view/dot/42965.
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