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.
The Highway Construction Cost Index (HCCI) measures the price changes of construction items over time in the highway construction industry. It is designed to monitor fluctuations in highway construction market conditions and to indicate the purchasing power of the infrastructure agency. Although many state DOTs, including Michigan DOT (MDOT), have
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Liu, H., Kwigizile, V., & Huang, W. C. (2020). Michigan Transportation Construction Price Index [Final Report II] (Report No. 1693b). Michigan. Dept. of Transportation. Research Administration. https://rosap.ntl.bts.gov/view/dot/57041
Liu, Hexu, Valerian Kwigizile, and Wei-Chiao Huang. Michigan Transportation Construction Price Index [Final Report II]. Report no. 1693b. Michigan. Dept. of Transportation. Research Administration, 2020. https://rosap.ntl.bts.gov/view/dot/57041.
Liu, Hexu, et al. Michigan Transportation Construction Price Index [Final Report II]. Michigan. Dept. of Transportation. Research Administration, 2020, Report no. 1693b, ROSA P. https://rosap.ntl.bts.gov/view/dot/57041.
The impediments to progress in connected vehicles are not all technical. Public policy governs spectrum management, and the deployment of infrastructure for purposes such as safety on our roads. In the U.S., the Department of Transportation and the Federal Communications Commission are currently in vehement public disagreement over how to manage sp
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Peha, J. M., Ligo, A. K., & Pesner, J. (2020). Cost-Effective Designs of Smart City Technologies for Vehicular Communications. Mobility21 (UTC). https://rosap.ntl.bts.gov/view/dot/53589
Peha, Jon M, Alexandre K Ligo, and Jeremy Pesner. Cost-Effective Designs of Smart City Technologies for Vehicular Communications. Mobility21 (UTC), 2020. https://rosap.ntl.bts.gov/view/dot/53589.
Peha, Jon M, et al. Cost-Effective Designs of Smart City Technologies for Vehicular Communications. Mobility21 (UTC), 2020, ROSA P. https://rosap.ntl.bts.gov/view/dot/53589.
The dataset is an annotated point cloud in ASPRS LAS v1.2 format, which is annotated with different classification numbers representing six different road markings, including lane markings (1), pedestrian crosswalk and text (2), bike (3), left arrow (4), right arrow (5), straight arrow (6), and others (0). The point cloud dataset was obtained using
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DatasetSupporting Files
Jung, J., & Olsen, M. J. (2020). Efficient Extraction and Evaluation of Complex Pavement Markings from Mobile Laser Scan Data [supporting dataset]. Pacific Northwest Transportation Consortium (PacTrans) (UTC). https://doi.org/10.7910/DVN/0STTJR
Jung, Jaehoon and Michael J. Olsen. Efficient Extraction and Evaluation of Complex Pavement Markings from Mobile Laser Scan Data [supporting dataset]. Pacific Northwest Transportation Consortium (PacTrans) (UTC), 2020. https://doi.org/10.7910/DVN/0STTJR.
Jung, Jaehoon, and Michael J. Olsen Efficient Extraction and Evaluation of Complex Pavement Markings from Mobile Laser Scan Data [supporting dataset]. Pacific Northwest Transportation Consortium (PacTrans) (UTC), 2020, ROSA P. https://doi.org/10.7910/DVN/0STTJR.
The objectives of this project were to investigate how connected vehicle (CV) data could be integrated with existing infrastructure data, and how the integrated data could be utilized to improve decision-making for highway operations and to enhance traveler information during inclement winter weather events. Because of some unforeseen difficulties,
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DatasetSupporting Files
Shi, X. (2020). Exploring Weather-Related Connected Vehicle Applications for Improved Winter Travel in the Pacific Northwest [supporting dataset]. Pacific Northwest Transportation Consortium (PacTrans) (UTC). https://doi.org/10.7910/DVN/IM4MWI
Shi, Xianming. Exploring Weather-Related Connected Vehicle Applications for Improved Winter Travel in the Pacific Northwest [supporting dataset]. Pacific Northwest Transportation Consortium (PacTrans) (UTC), 2020. https://doi.org/10.7910/DVN/IM4MWI.
Shi, Xianming Exploring Weather-Related Connected Vehicle Applications for Improved Winter Travel in the Pacific Northwest [supporting dataset]. Pacific Northwest Transportation Consortium (PacTrans) (UTC), 2020, ROSA P. https://doi.org/10.7910/DVN/IM4MWI.
The file is a Microsoft Access Database of laws governing e-bikes (bicycles equipped with electric motors to assist in propulsion), and e-scooters (stand-up kick scooters powered by an electric motor) in all fifty states and the District of Columbia. The researchers used the LEXIS/NEXIS legal database, WESTLAW, and state-operated websites in each a
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DatasetSupporting Files
Pimentel, D., & Lowry, M. B. (2020). Taming and Tapping the Bikeshare Explosion: Review of Shared Micro-mobility Laws [supporting dataset] (Report No. 2018-S-UI-1). Pacific Northwest Transportation Consortium (PacTrans) (UTC). https://doi.org/10.7910/DVN/W9NGI2
Pimentel, David and Michael B. Lowry. Taming and Tapping the Bikeshare Explosion: Review of Shared Micro-mobility Laws [supporting dataset]. Report no. 2018-S-UI-1. Pacific Northwest Transportation Consortium (PacTrans) (UTC), 2020. https://doi.org/10.7910/DVN/W9NGI2.
Pimentel, David, and Michael B. Lowry Taming and Tapping the Bikeshare Explosion: Review of Shared Micro-mobility Laws [supporting dataset]. Pacific Northwest Transportation Consortium (PacTrans) (UTC), 2020, Report no. 2018-S-UI-1, ROSA P. https://doi.org/10.7910/DVN/W9NGI2.
The United States Department of Transportation’s (USDOT) Transportation Systems Management and Operations/Connected and Automated Vehicle Capability Maturity Model (TSMO/CAV CMM) Framework published in 2017 provides a clear set of guidelines to departments of transportation (DOTs) across the country for assessing and advancing state and local trans
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Vasudevan, V., Heidari, M., & Selmont, J. (2020). Self‐Evaluation and Readiness of Alaska DOT&PF on Deployment of Connected and Automated Vehicle (CAV) on Alaskan Roads (Report No. FHWA-AK-RD-4000-190). Alaska. Department of Transportation and Public Facilities. Research and Technology Transfer. https://rosap.ntl.bts.gov/view/dot/58517
Vasudevan, Vinod, Mohammad Heidari, and Joe Selmont. Self‐Evaluation and Readiness of Alaska DOT&PF on Deployment of Connected and Automated Vehicle (CAV) on Alaskan Roads. Report no. FHWA-AK-RD-4000-190. Alaska. Department of Transportation and Public Facilities. Research and Technology Transfer, 2020. https://rosap.ntl.bts.gov/view/dot/58517.
Vasudevan, Vinod, et al. Self‐Evaluation and Readiness of Alaska DOT&PF on Deployment of Connected and Automated Vehicle (CAV) on Alaskan Roads. Alaska. Department of Transportation and Public Facilities. Research and Technology Transfer, 2020, Report no. FHWA-AK-RD-4000-190, ROSA P. https://rosap.ntl.bts.gov/view/dot/58517.
Sloped end treatments were historically developed as low-cost, low-maintenance end treatments for rigid features like concrete barriers and bridge rails. Crash testing indicated that sloped end treatments are associated with significant instability and rollover risk for impacting vehicles. However, the in-service performance of these features has n
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Lingenfelter, J. L., Stolle, C. S., Bielenberg, R. W., & Clute, K. (2020). In-Service Performance Evaluation of Concrete Sloped End Treatments in Iowa (Report No. TRP-03-421-20). Iowa. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/58404
Lingenfelter, Jessica L., Cody S. Stolle, Robert W. Bielenberg, and Khyle Clute. In-Service Performance Evaluation of Concrete Sloped End Treatments in Iowa. Report no. TRP-03-421-20. Iowa. Dept. of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/58404.
Lingenfelter, Jessica L., et al. In-Service Performance Evaluation of Concrete Sloped End Treatments in Iowa. Iowa. Dept. of Transportation, 2020, Report no. TRP-03-421-20, ROSA P. https://rosap.ntl.bts.gov/view/dot/58404.
This report summarizes the freshwater mussel survey results from 12 western Pennsylvania streams. Over 12,600 mussels were observed representing 28 species. Data and analyses collected for these surveys now represents the best available scientific data in these stream reaches.
Dunford, D., & Schwegman, R. (2020). MU-3 Stream Surveys – Mussels (Report No. FHWA-PA-2020-001-WO 004). Pennsylvania. Department of Transportation. Bureau of Planning and Research. https://rosap.ntl.bts.gov/view/dot/68874
Dunford, Dale and Ryan Schwegman. MU-3 Stream Surveys – Mussels. Report no. FHWA-PA-2020-001-WO 004. Pennsylvania. Department of Transportation. Bureau of Planning and Research, 2020. https://rosap.ntl.bts.gov/view/dot/68874.
Dunford, Dale, and Ryan Schwegman MU-3 Stream Surveys – Mussels. Pennsylvania. Department of Transportation. Bureau of Planning and Research, 2020, Report no. FHWA-PA-2020-001-WO 004, ROSA P. https://rosap.ntl.bts.gov/view/dot/68874.
Tunnel boring machines (TBMs) are often used for underground tunneling and construction projects. However, there are dangers and risks during underground construction from unknown hazards ahead of tunneling operations, which may result in surface settlement and machine damage. Geophysical methods have the potential to improve tunneling projects by
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Swidinsky, A., Mifkovic, M., & Mooney, M. (2020). Imaging Ahead of Tunnel Boring Machines With DC Resistivity (Report No. UTC-UTI 002). University Transportation Center for Underground Transportation Infrastructure (UTC). https://rosap.ntl.bts.gov/view/dot/59787
Swidinsky, Andrei, Max Mifkovic, and Mike Mooney. Imaging Ahead of Tunnel Boring Machines With DC Resistivity. Report no. UTC-UTI 002. University Transportation Center for Underground Transportation Infrastructure (UTC), 2020. https://rosap.ntl.bts.gov/view/dot/59787.
Swidinsky, Andrei, et al. Imaging Ahead of Tunnel Boring Machines With DC Resistivity. University Transportation Center for Underground Transportation Infrastructure (UTC), 2020, Report no. UTC-UTI 002, ROSA P. https://rosap.ntl.bts.gov/view/dot/59787.
Shared or mixed use corridors refer to different types of passenger and freight trains using common infrastructure in one way or another. Different characteristics from different types of operation may result in complicated operating environments. A high priority for any rail system is operating safety, and there are several questions associated wi
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Barkan, C. P. L., & Lin, C. Y. (2020). Shared Rail Corridor Adjacent Track Accident Risk Analysis - Part 2 (Report No. NURail2017-UIUC-R18). National University Rail Center (NURail). https://rosap.ntl.bts.gov/view/dot/56461
Barkan, Christopher P L and Chen-Yu Lin. Shared Rail Corridor Adjacent Track Accident Risk Analysis - Part 2. Report no. NURail2017-UIUC-R18. National University Rail Center (NURail), 2020. https://rosap.ntl.bts.gov/view/dot/56461.
Barkan, Christopher P L, and Chen-Yu Lin Shared Rail Corridor Adjacent Track Accident Risk Analysis - Part 2. National University Rail Center (NURail), 2020, Report no. NURail2017-UIUC-R18, ROSA P. https://rosap.ntl.bts.gov/view/dot/56461.
Advancements in fabrication of manufacturing and medical systems are focusing on using computer-aided fabrication methods, also termed additive manufacturing or 3D printing. In civil engineering, we still rely on traditional methods of construction. Although some researchers and companies have investigated 3D printing of concrete, most have focused
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Lehman, D., Ganter, M., Kuder, K., Roth, J., & Stenslie, H. (2020). Development of 3D Printed Materials for Rapid Fabrication of Pedestrian and Bicycle Infrastructure to Increase Mobility (Report No. 2018-S-UW-3). Pacific Northwest Transportation Consortium (PacTrans) (UTC). https://rosap.ntl.bts.gov/view/dot/58632
Lehman, Dawn, Mark Ganter, Katherine Kuder, Jacob Roth, and Hailey Stenslie. Development of 3D Printed Materials for Rapid Fabrication of Pedestrian and Bicycle Infrastructure to Increase Mobility. Report no. 2018-S-UW-3. Pacific Northwest Transportation Consortium (PacTrans) (UTC), 2020. https://rosap.ntl.bts.gov/view/dot/58632.
Lehman, Dawn, et al. Development of 3D Printed Materials for Rapid Fabrication of Pedestrian and Bicycle Infrastructure to Increase Mobility. Pacific Northwest Transportation Consortium (PacTrans) (UTC), 2020, Report no. 2018-S-UW-3, ROSA P. https://rosap.ntl.bts.gov/view/dot/58632.
As the COVID-19 outbreak continues to evolve, transportation systems must adapt quickly to satisfy the needs of this new reality. This necessitates further studies to understand and develop strategies that can be used to navigate this new reality, mitigate the effects from potential contagion spread, and achieve positive and healthful outcomes at a
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Menon, N., Keita, Y., & Bertini, R. L. (2020). Impact of COVID-19 on Travel Behavior and Shared Mobility Systems. University of South Florida. Center for Urban Transportation Research. https://rosap.ntl.bts.gov/view/dot/56611
Menon, Nikhil, Yaye Keita, and Robert L. Bertini. Impact of COVID-19 on Travel Behavior and Shared Mobility Systems. University of South Florida. Center for Urban Transportation Research, 2020. https://rosap.ntl.bts.gov/view/dot/56611.
Menon, Nikhil, et al. Impact of COVID-19 on Travel Behavior and Shared Mobility Systems. University of South Florida. Center for Urban Transportation Research, 2020, ROSA P. https://rosap.ntl.bts.gov/view/dot/56611.
Right-turn lane (RTL) crashes are among the most key contributors to intersection crashes in the US. Based on their design, traffic volume, and location, different right-turn lanes have varying levels of crash risk. Therefore, engineers and researchers have been looking for alternative ways to improve the safety and operation of right-turn traffic.
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Ukkusuri, S., Ling, L., Le, T. V., & Zhang, W. (2020). Performance of Right-Turn Lane Designs at Intersections (Report No. FHWA/IN/JTRP-2020/26). Purdue University. Joint Transportation Research Program. https://doi.org/10.5703/1288284317277
Ukkusuri, Satish, Lu Ling, Tho V. Le, and Wenbo Zhang. Performance of Right-Turn Lane Designs at Intersections. Report no. FHWA/IN/JTRP-2020/26. Purdue University. Joint Transportation Research Program, 2020. https://doi.org/10.5703/1288284317277.
Ukkusuri, Satish, et al. Performance of Right-Turn Lane Designs at Intersections. Purdue University. Joint Transportation Research Program, 2020, Report no. FHWA/IN/JTRP-2020/26, ROSA P. https://doi.org/10.5703/1288284317277.
This project provides the Texas Department of Transportation with a mechanism to conduct high-priority, limited-scope evaluations of traffic control devices. Work conducted and concluded during the 2019 fiscal year included: (1) Review of the application of embedded light-emitting diodes (LEDs) in signs. (2) Review of the design and application of
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Finley, M. D., Fitzpatrick, K., Rista, E., Brewer, M. A., Avelar, R., Pike, A. M., Barrette, T., & Datta, S. (2020). Traffic Control Device Analysis, Testing, and Evaluation Program: FY2019 Activities (Report No. FHWA/TX-19/0-6969-R2;TTI: 0-6969). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/56574
Finley, Melisa D., Kay Fitzpatrick, Emira Rista, Marcus A. Brewer, Raul Avelar, Adam M. Pike, Timothy Barrette, and Songjukta Datta. Traffic Control Device Analysis, Testing, and Evaluation Program: FY2019 Activities. Report no. FHWA/TX-19/0-6969-R2;TTI: 0-6969. Texas A&M Transportation Institute, 2020. https://rosap.ntl.bts.gov/view/dot/56574.
Finley, Melisa D., et al. Traffic Control Device Analysis, Testing, and Evaluation Program: FY2019 Activities. Texas A&M Transportation Institute, 2020, Report no. FHWA/TX-19/0-6969-R2;TTI: 0-6969, ROSA P. https://rosap.ntl.bts.gov/view/dot/56574.
Stripping and delamination have been deemed as some of the major premature pavement distresses to most state Departments of Transportations (DOTs) and highway agencies including the Arkansas Department of Transportation (ARDOT). It is believed that the poor compatibility between asphalt binders and aggregates is one of the major reasons behind this
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DatasetSupporting Files
Hossain, Z., Elsayed, A., Bagchi, T., & Roy, S. (2020). Assessment of Compatibility of Mineral Aggregates and Binders Used in Highway Construction and Maintenance Projects [supporting datasets] (Report No. 19BASU02). Transportation Consortium of South-Central States. https://doi.org/10.5281/zenodo.4273194
Hossain, Zahid, Ashraf Elsayed, Tandra Bagchi, and Sumon Roy. Assessment of Compatibility of Mineral Aggregates and Binders Used in Highway Construction and Maintenance Projects [supporting datasets]. Report no. 19BASU02. Transportation Consortium of South-Central States, 2020. https://doi.org/10.5281/zenodo.4273194.
Hossain, Zahid, et al. Assessment of Compatibility of Mineral Aggregates and Binders Used in Highway Construction and Maintenance Projects [supporting datasets]. Transportation Consortium of South-Central States, 2020, Report no. 19BASU02, ROSA P. https://doi.org/10.5281/zenodo.4273194.
In research project 0-6615, Use of Fine Graded Asphalt Mixes, which ended on August 31, 2012, the Performing Agency developed a new generation of slurries to be implemented for pavement preservation in test sections around Texas. This new generation of slurries had not been evaluated widely on Texas Highways by the Receiving Agency, but several Rec
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Nyamuhokya, T., Scullion, T., & Estakhri, C. K. (2020). Workshop on Implementing Ultra Thin Slurry Surfacing on TxDOT Roadways: Workshop Instructor Guidebook (Report No. 5-6615-01). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/86769
Nyamuhokya, Tito, Tom Scullion, and Cindy K. Estakhri. Workshop on Implementing Ultra Thin Slurry Surfacing on TxDOT Roadways: Workshop Instructor Guidebook. Report no. 5-6615-01. Texas Transportation Institute. Texas A&M University, 2020. https://rosap.ntl.bts.gov/view/dot/86769.
Nyamuhokya, Tito, et al. Workshop on Implementing Ultra Thin Slurry Surfacing on TxDOT Roadways: Workshop Instructor Guidebook. Texas Transportation Institute. Texas A&M University, 2020, Report no. 5-6615-01, ROSA P. https://rosap.ntl.bts.gov/view/dot/86769.
COVID-19 brought the publics attention to the critical value of transportation and supply chain workers as lifelines to access food and other supplies. This report examines essential job skills required of the middle-skill workforce (workers with more than a high school degree, but less than a four-year college degree). Many of these middle-skill
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O'Brien, T., Matsumoto, D., Sanchez, D., Warren, C. M. E., Hala, E., & Reeb, T. (2020). Southern California Regional Workforce Development Needs Assessment for the Transportation and Supply Chain Industry Sectors (Report No. 20-44;CA-MTI-1921). State of California. Trustees of the California State University. Sponsored Programs Administration. https://doi.org/10.31979/mti.2020.1921
O'Brien, Tom, Deanna Matsumoto, Diana Sanchez, Caitlin Mace Elizabeth Warren, Eleni Hala, and Tyler Reeb. Southern California Regional Workforce Development Needs Assessment for the Transportation and Supply Chain Industry Sectors. Report no. 20-44;CA-MTI-1921. State of California. Trustees of the California State University. Sponsored Programs Administration, 2020. https://doi.org/10.31979/mti.2020.1921.
O'Brien, Tom, et al. Southern California Regional Workforce Development Needs Assessment for the Transportation and Supply Chain Industry Sectors. State of California. Trustees of the California State University. Sponsored Programs Administration, 2020, Report no. 20-44;CA-MTI-1921, ROSA P. https://doi.org/10.31979/mti.2020.1921.
Pavement design is a process intended to find the most economical combination of layer thickness and material type for the pavement, taking into account the properties of the subgrade soil and the traffic to be carried during the service life of the road. The currently prevalent methods of pavement analysis and design, however, are more or less emp
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DatasetSupporting Files
Chen, S., Sun, C., Wang, X., & Zhang, Z. (2020). Advanced Modeling and Design Methodology for Pavements Using Plasticity-Based Shakedown Theory [supporting datasets] (Report No. 19PLSU09). Transportation Consortium of South-Central States. https://rosap.ntl.bts.gov/view/dot/56851
Chen, Shengli, Chao Sun, Xu Wang, and Zhiming Zhang. Advanced Modeling and Design Methodology for Pavements Using Plasticity-Based Shakedown Theory [supporting datasets]. Report no. 19PLSU09. Transportation Consortium of South-Central States, 2020. https://rosap.ntl.bts.gov/view/dot/56851.
Chen, Shengli, et al. Advanced Modeling and Design Methodology for Pavements Using Plasticity-Based Shakedown Theory [supporting datasets]. Transportation Consortium of South-Central States, 2020, Report no. 19PLSU09, ROSA P. https://rosap.ntl.bts.gov/view/dot/56851.
Crashes involving transit vehicles, bicyclists, and pedestrians are a concern in Texas, especially in urban areas. This research explored the potential of automated and connected vehicle (AV/CV) technology to reduce or eliminate these crashes. The project objectives focused on identifying safety concerns related to the interaction of transit vehicl
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Turnbull, K. F., Balke, K., Sunkari, S., Charara, H., Bratlien, C., Tan, S., Higgins, L., Fitzpatrick, K., & Cherrington, L. (2020). Automated and Connected Vehicle (AV/CV) Test Bed to Improve Transit, Bicycle, and Pedestrian Safety: Phase II Technical Report (Report No. FHWA/TX-18/0-6875-01-R1, 0-6875-01-R1). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/56545
Turnbull, Katherine F., Kevin Balke, Srinivasa Sunkari, Hassan Charara, Chris Bratlien, Shuman Tan, Laura Higgins, Kay Fitzpatrick, and Linda Cherrington. Automated and Connected Vehicle (AV/CV) Test Bed to Improve Transit, Bicycle, and Pedestrian Safety: Phase II Technical Report. Report no. FHWA/TX-18/0-6875-01-R1, 0-6875-01-R1. Texas A&M Transportation Institute, 2020. https://rosap.ntl.bts.gov/view/dot/56545.
Turnbull, Katherine F., et al. Automated and Connected Vehicle (AV/CV) Test Bed to Improve Transit, Bicycle, and Pedestrian Safety: Phase II Technical Report. Texas A&M Transportation Institute, 2020, Report no. FHWA/TX-18/0-6875-01-R1, 0-6875-01-R1, ROSA P. https://rosap.ntl.bts.gov/view/dot/56545.
The model based variable speed limit (VSL) control has been proven effective to resolve capacity-drop and time delay at a single recurrent bottleneck in previous studies. This project applies VSL controls to the traffic corridors with multi-segment and multi-bottleneck with the objective of reducing fuel consumption and greenhouse gas emissions. Ba
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Gao, H., Cheng, S., & Zhang, M. (2020). Get More Out of Variable Speed Limit (VSL) Control: An Integrated Approach to Manage Traffic Corridors with Multiple Bottlenecks (Report No. PSR-18-21, UCD-ITS-RR-20-45). Pacific Southwest Region 9 UTC, University of Southern California. https://doi.org/10.7922/G2R78CHV
Gao, Hang, Shenyang Cheng, and Michael Zhang. Get More Out of Variable Speed Limit (VSL) Control: An Integrated Approach to Manage Traffic Corridors with Multiple Bottlenecks. Report no. PSR-18-21, UCD-ITS-RR-20-45. Pacific Southwest Region 9 UTC, University of Southern California, 2020. https://doi.org/10.7922/G2R78CHV.
Gao, Hang, et al. Get More Out of Variable Speed Limit (VSL) Control: An Integrated Approach to Manage Traffic Corridors with Multiple Bottlenecks. Pacific Southwest Region 9 UTC, University of Southern California, 2020, Report no. PSR-18-21, UCD-ITS-RR-20-45, ROSA P. https://doi.org/10.7922/G2R78CHV.
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