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.
This study evaluated the impacts of speed limit increases that occurred following the enactment of Michigan Public Acts 445 and 447 of 2016. Between May and June of 2017, the maximum speed limits were increased from 70 to 75 mph on 614 miles of rural, limited access freeways. During the same period, the speed limits were increased from 55 mph to 65
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Savolainen, P. T., Gates, T. J., Kassens-Noor, E., Gupta, N., Mahmud, M. S., Kay, J., Megat-Johari, M. U., Hisham, J., Dominique, L., & Srinivas, G. (2022). Evaluating the Impacts of the 2017 Legislative Mandated Speed Limit Increases (Report No. SPR-1714). Michigan. Dept. of Transportation. Research Administration. https://rosap.ntl.bts.gov/view/dot/66076
Savolainen, Peter T., Timothy J. Gates, Eva Kassens-Noor, Nischal Gupta, Md Shakir Mahmud, Jonathan Kay, Megat-Usamah Megat-Johari, Jashami Hisham, Lord Dominique, and Geedipally Srinivas. Evaluating the Impacts of the 2017 Legislative Mandated Speed Limit Increases. Report no. SPR-1714. Michigan. Dept. of Transportation. Research Administration, 2022. https://rosap.ntl.bts.gov/view/dot/66076.
Savolainen, Peter T., et al. Evaluating the Impacts of the 2017 Legislative Mandated Speed Limit Increases. Michigan. Dept. of Transportation. Research Administration, 2022, Report no. SPR-1714, ROSA P. https://rosap.ntl.bts.gov/view/dot/66076.
CTfastrak, a bus rapid transit service connecting four municipalities (Hartford, West Hartford, Newington, and New Britain) in Central Connecticut (CT), opened for service in March 2015. This new service may be encouraging transit-oriented development (TOD) along the busway and these potential impacts of CTfastrak are expected to affect property va
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Cohen, J. P., Cui, Y., Kraemer, D., & Larsen, D. A. (2022). Impacts of CTfastrak on Real Estate and Urban Economic Development: Phase 2 (Report No. CT-2320-F-22-5). Connecticut. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/78271
Cohen, Jeffrey P, Yunhe Cui, Daniel Kraemer, and Donald A. Larsen. Impacts of CTfastrak on Real Estate and Urban Economic Development: Phase 2. Report no. CT-2320-F-22-5. Connecticut. Department of Transportation, 2022. https://rosap.ntl.bts.gov/view/dot/78271.
Cohen, Jeffrey P, et al. Impacts of CTfastrak on Real Estate and Urban Economic Development: Phase 2. Connecticut. Department of Transportation, 2022, Report no. CT-2320-F-22-5, ROSA P. https://rosap.ntl.bts.gov/view/dot/78271.
The research team derived local calibration factors for models for urban freeway segments with 4–10 lanes and assessed the applicability of the 10-lane urban freeway model to freeway segments with 12 lanes. To accomplish this objective, the researchers assembled a database of about 2,400 urban freeway segments and over 80,000 crashes from the years
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Pratt, M. P., Geedipally, S. R., Le, M., Wu, L., Avelar, R., Das, S., & Lord, D. (2022). Enhancing Freeway Safety Prediction Models [Project Summary] (Report No. 0-7067). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/77977
Pratt, Michael P., Srinivas R. Geedipally, Minh Le, Lingtao Wu, Raul Avelar, Subasish Das, and Dominique Lord. Enhancing Freeway Safety Prediction Models [Project Summary]. Report no. 0-7067. Texas A&M Transportation Institute, 2022. https://rosap.ntl.bts.gov/view/dot/77977.
Pratt, Michael P., et al. Enhancing Freeway Safety Prediction Models [Project Summary]. Texas A&M Transportation Institute, 2022, Report no. 0-7067, ROSA P. https://rosap.ntl.bts.gov/view/dot/77977.
This research identified that few studies on the application of the 3D STM to drilled shaft footings subjected to biaxial loading have been conducted. However, many biaxial load cases are considered when designing in-practice drilled shaft footings. While this project has added some refinements, most of the design recommendations proposed by Projec
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Bayrak, O., Yi, Y., Kim, H., Wang, H. C., & Webb, Z. D. (2022). 3D Strut-and-Tie Modeling for Design of Drilled Shaft Footings under Biaxial Eccentric Loading [Project Summary] (Report No. 0-6953-01). University of Texas at Austin. Center for Transportation Research. https://rosap.ntl.bts.gov/view/dot/64208
Bayrak, Oguzhan, Yousun Yi, Hyunsu Kim, Hwa-Ching Wang, and Zachary D Webb. 3D Strut-and-Tie Modeling for Design of Drilled Shaft Footings under Biaxial Eccentric Loading [Project Summary]. Report no. 0-6953-01. University of Texas at Austin. Center for Transportation Research, 2022. https://rosap.ntl.bts.gov/view/dot/64208.
Bayrak, Oguzhan, et al. 3D Strut-and-Tie Modeling for Design of Drilled Shaft Footings under Biaxial Eccentric Loading [Project Summary]. University of Texas at Austin. Center for Transportation Research, 2022, Report no. 0-6953-01, ROSA P. https://rosap.ntl.bts.gov/view/dot/64208.
The purpose of this experimental feature was to test the effectiveness of an insulated conventional embankment with reduced Air Convection Embankment (ACE) shoulder top-widths with varying top widths over a section of the Dalton Highway being realigned at MP 219 over thaw-unstable ice-rich permafrost in the foundation soils. This experimental featu
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Billings, M., & Berggren, M. (2022). Air Convection Embankment (ACE) Experimental Feature in Highway Construction -Final Report Dalton Highway MP 209–222 Reconstruction Project, Construction of Road Embankments With Reduced ACE Shoulder Top-Widths (Report No. FHWA-AK-RD-4000(113)). Alaska. Department of Transportation and Public Facilities. Research and Technology Transfer. https://rosap.ntl.bts.gov/view/dot/65788
Billings, Matt and Michael Berggren. Air Convection Embankment (ACE) Experimental Feature in Highway Construction -Final Report Dalton Highway MP 209–222 Reconstruction Project, Construction of Road Embankments With Reduced ACE Shoulder Top-Widths. Report no. FHWA-AK-RD-4000(113). Alaska. Department of Transportation and Public Facilities. Research and Technology Transfer, 2022. https://rosap.ntl.bts.gov/view/dot/65788.
Billings, Matt, and Michael Berggren Air Convection Embankment (ACE) Experimental Feature in Highway Construction -Final Report Dalton Highway MP 209–222 Reconstruction Project, Construction of Road Embankments With Reduced ACE Shoulder Top-Widths. Alaska. Department of Transportation and Public Facilities. Research and Technology Transfer, 2022, Report no. FHWA-AK-RD-4000(113), ROSA P. https://rosap.ntl.bts.gov/view/dot/65788.
Hot dipped galvanized steel rebar (HDGR) is an alternative to plain carbon steel often considered for concrete reinforcement. The zinc rich layer serves as a sacrificial coating protecting the underlying carbon steel. While there is information reporting benefits from increased chloride threshold and reduced corrosion rates, there is also uncertain
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Sagüés, A. A., & Alexander, C. L. (2022). Synthesis of Galvanized Steel Reinforcement Corrosion Performance (Report No. BDV 25 977-81). Florida. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/70386
Sagüés, Alberto A. and Christopher L Alexander. Synthesis of Galvanized Steel Reinforcement Corrosion Performance. Report no. BDV 25 977-81. Florida. Department of Transportation, 2022. https://rosap.ntl.bts.gov/view/dot/70386.
Sagüés, Alberto A., and Christopher L Alexander Synthesis of Galvanized Steel Reinforcement Corrosion Performance. Florida. Department of Transportation, 2022, Report no. BDV 25 977-81, ROSA P. https://rosap.ntl.bts.gov/view/dot/70386.
This project sought to develop a coordinated and consistent multi-state approach to the setting of policies, laws, and regulations within the New England region to support the seamless operation of ADS-equipped vehicles across the New England states.
Rodriguez, G., McGrane, A., Raque, E., Stoeltje, G., Hansen, T., & Lyons, W. (2022). Coordinating State Policies, Laws, and Regulations for Automated Driving Systems Across New England (Report No. NETCR120). New England Transportation Consortium. https://rosap.ntl.bts.gov/view/dot/75616
Rodriguez, Greg, Ann McGrane, Emily Raque, Gretchen Stoeltje, Todd Hansen, and William Lyons. Coordinating State Policies, Laws, and Regulations for Automated Driving Systems Across New England. Report no. NETCR120. New England Transportation Consortium, 2022. https://rosap.ntl.bts.gov/view/dot/75616.
Rodriguez, Greg, et al. Coordinating State Policies, Laws, and Regulations for Automated Driving Systems Across New England. New England Transportation Consortium, 2022, Report no. NETCR120, ROSA P. https://rosap.ntl.bts.gov/view/dot/75616.
Phased construction is a common technique utilized to allow bridges to remain partially open to traffic throughout the construction process. The segment of the bridge deck that is constructed second cures under the effect of traffic-induced vibration transmitted from the adjacent bridge-deck segment, which is open to traffic. However, subjecting br
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Alkady, K., Wittich, C. E., Wood, R. L., & Morcous, G. (2022). Phased Construction Bridges: Monitoring and Analysis for Traffic-Induced Vibration (Report No. SPR-P1(20) M102). Nebraska. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/72562
Alkady, Khalid, Christine E Wittich, Richard L. Wood, and George Morcous. Phased Construction Bridges: Monitoring and Analysis for Traffic-Induced Vibration. Report no. SPR-P1(20) M102. Nebraska. Department of Transportation, 2022. https://rosap.ntl.bts.gov/view/dot/72562.
Alkady, Khalid, et al. Phased Construction Bridges: Monitoring and Analysis for Traffic-Induced Vibration. Nebraska. Department of Transportation, 2022, Report no. SPR-P1(20) M102, ROSA P. https://rosap.ntl.bts.gov/view/dot/72562.
Applying flood coats (thin epoxy overlays and healer sealers) improves bridge deck condition and extends service life. The current Michigan Department of Transportation (MDOT) policy is to maintain a total curing period comprising 28 days of wet and dry curing before applying a flood coat on bridge decks with new concrete for patches and repairs. C
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Attanayake, U., Berke, N., & Mazumder, A. F. (2022). Effects of Concrete Cure Time on Epoxy Overlay and Sealant Performance (Report No. SPR-1698). Michigan. Dept. of Transportation. Research Administration. https://rosap.ntl.bts.gov/view/dot/62966
Attanayake, Upul, Neil Berke, and Abul Fazal Mazumder. Effects of Concrete Cure Time on Epoxy Overlay and Sealant Performance. Report no. SPR-1698. Michigan. Dept. of Transportation. Research Administration, 2022. https://rosap.ntl.bts.gov/view/dot/62966.
Attanayake, Upul, et al. Effects of Concrete Cure Time on Epoxy Overlay and Sealant Performance. Michigan. Dept. of Transportation. Research Administration, 2022, Report no. SPR-1698, ROSA P. https://rosap.ntl.bts.gov/view/dot/62966.
The objective of this project is to assist Colorado Department of Transportation (CDOT) in the identification of regionally sourced agricultural co- or by-product deicer additives that will enhance corrosion protection and provide added deicing performance and longevity to road surfaces. A literature review provides a summary of agriculturally deri
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Fay, L., Bell, M., Johnson, L., & Clouser, K. (2022). Ag-Based Deicing Additives (Report No. CDOT-2022-06). Colorado Department of Transportation. Applied Research & Innovations Branch. https://rosap.ntl.bts.gov/view/dot/64845
Fay, Laura, Matthew Bell, Lura Johnson, and Karalyn Clouser. Ag-Based Deicing Additives. Report no. CDOT-2022-06. Colorado Department of Transportation. Applied Research & Innovations Branch, 2022. https://rosap.ntl.bts.gov/view/dot/64845.
Fay, Laura, et al. Ag-Based Deicing Additives. Colorado Department of Transportation. Applied Research & Innovations Branch, 2022, Report no. CDOT-2022-06, ROSA P. https://rosap.ntl.bts.gov/view/dot/64845.
Burro-vehicle collisions (BVCs) have the potential to cause motorist fatalities, injuries, and property damage. The Lake Pleasant area north of Phoenix, Arizona, has reported high BVC rates on highways within and around the Lake Pleasant Herd Management Area (LPHMA). Although interactions between wildlife and highways and specifications for wildlif
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Gagnon, J. W., Beach, C. A., Sprague, S. C., Nelson, H. P., & Loberger, C. D. (2022). Strategies To Reduce Burro-Vehicle Collisions in the Lake Pleasant Area (Report No. FHWA-AZ-22-753). Arizona. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/62596
Gagnon, Jeffrey W., Colin A. Beach, Scott C. Sprague, Haley P. Nelson, and Chad D. Loberger. Strategies To Reduce Burro-Vehicle Collisions in the Lake Pleasant Area. Report no. FHWA-AZ-22-753. Arizona. Department of Transportation, 2022. https://rosap.ntl.bts.gov/view/dot/62596.
Gagnon, Jeffrey W., et al. Strategies To Reduce Burro-Vehicle Collisions in the Lake Pleasant Area. Arizona. Department of Transportation, 2022, Report no. FHWA-AZ-22-753, ROSA P. https://rosap.ntl.bts.gov/view/dot/62596.
Kentucky’s 14,000+ bridges are key nodes within the state’s surface transportation network. They facilitate the movement of freight, commercial vehicles, and personal vehicles alike. Historically, the Kentucky Transportation Cabinet (KYTC) has prioritized bridge maintenance projects using sufficiency ratings. These ratings are based on three factor
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Gibson, B., Van Dyke, C., Palle, S., Griffith, R., & Kreis, D. (2022). Bridge Project Prioritization [for Kentucky, 2022] (Report No. KTC-22-08/SPR21-599-1F). University of Kentucky Transportation Center. https://doi.org/10.13023/ktc.rr.2022.08
Gibson, Bryan, Chris Van Dyke, Sudhir Palle, Ryan Griffith, and Doug Kreis. Bridge Project Prioritization [for Kentucky, 2022]. Report no. KTC-22-08/SPR21-599-1F. University of Kentucky Transportation Center, 2022. https://doi.org/10.13023/ktc.rr.2022.08.
Gibson, Bryan, et al. Bridge Project Prioritization [for Kentucky, 2022]. University of Kentucky Transportation Center, 2022, Report no. KTC-22-08/SPR21-599-1F, ROSA P. https://doi.org/10.13023/ktc.rr.2022.08.
Risk management is integral to highway project development. Managing risk entails identifying uncertainties which could influence project activities, understanding how they can be mitigated or eliminated, and monitoring risk during project development. Many state transportation agencies have introduced methods for identifying risks, determining whe
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Waddle, S., Li, Y., & Van Dyke, C. (2022). Risk-Based Project Development (Report No. KTC-22-13/SPR21-609-1F). University of Kentucky Transportation Center. https://doi.org/10.13023/ktc.rr.2022.13
Waddle, Steven, Ying Li, and Chris Van Dyke. Risk-Based Project Development. Report no. KTC-22-13/SPR21-609-1F. University of Kentucky Transportation Center, 2022. https://doi.org/10.13023/ktc.rr.2022.13.
Waddle, Steven, et al. Risk-Based Project Development. University of Kentucky Transportation Center, 2022, Report no. KTC-22-13/SPR21-609-1F, ROSA P. https://doi.org/10.13023/ktc.rr.2022.13.
This project focuses on testing Hurricane Evacuation Modeling Package (HEMP) in different storm scenarios and improving its performance. Objectives include: (1) Improve and validate prediction accuracy of HEMP; (2) Improve HEMP’s fitness to actual emergency operations in Louisiana; (3) Improve HEMP’s computation speed; and (4) Explore potential enh
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Bian, R. �., Rupnow, T., & Mitran, E. (2022). Testing the Hurricane Evacuation Modeling Package (HEMP): Research Project Capsule [22–3SS] (Report No. 22-3SS). Louisiana Transportation Research Center. https://rosap.ntl.bts.gov/view/dot/63556
Bian, Ruijie “Rebecca”, Tyson Rupnow, and Elisabeta Mitran. Testing the Hurricane Evacuation Modeling Package (HEMP): Research Project Capsule [22–3SS]. Report no. 22-3SS. Louisiana Transportation Research Center, 2022. https://rosap.ntl.bts.gov/view/dot/63556.
Bian, Ruijie “Rebecca”, et al. Testing the Hurricane Evacuation Modeling Package (HEMP): Research Project Capsule [22–3SS]. Louisiana Transportation Research Center, 2022, Report no. 22-3SS, ROSA P. https://rosap.ntl.bts.gov/view/dot/63556.
This research makes explicit and tests an implicit assumption in policies promoting public investment in plug-in electric vehicle (PEV) charging infrastructure: even people who are not already interested in PEVs see public PEV charging. Data from a survey representing all car-owning households in California are combined with per capita counts of pu
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Supporting Files
Hoogland, K., Kurani, K. S., Hardman, S., Chakraborty, D., & Davis, A. (2022). Understanding the Impact of Charging Infrastructure on the Consideration to Purchase an Electric Vehicle in California (Report No. UC-ITS-2031-34, UCD-ITS-RR-22-45). University of California Institute of Transportation Studies. https://doi.org/10.7922/G21G0JKP
Hoogland, Kelly, Kenneth S. Kurani, Scott Hardman, Debapriya Chakraborty, and Adam Davis. Understanding the Impact of Charging Infrastructure on the Consideration to Purchase an Electric Vehicle in California. Report no. UC-ITS-2031-34, UCD-ITS-RR-22-45. University of California Institute of Transportation Studies, 2022. https://doi.org/10.7922/G21G0JKP.
Hoogland, Kelly, et al. Understanding the Impact of Charging Infrastructure on the Consideration to Purchase an Electric Vehicle in California. University of California Institute of Transportation Studies, 2022, Report no. UC-ITS-2031-34, UCD-ITS-RR-22-45, ROSA P. https://doi.org/10.7922/G21G0JKP.
This technical memorandum documents the details and assumptions used to develop the University of California Pavement Research Center (UCPRC) life cycle inventory (LCI) database for quantifying the environmental impacts of California pavement projects, as well as some impacts from building heating, cooling, and lighting. The UCPRC LCI database pres
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Saboori, A., Butt, A. A., Harvey, J. T., Ostovar, M., Li, H., & Wang, T. (2022). Pavement Life Cycle Inventories for California: Models and Data Development in the Last Decade for Caltrans (Report No. UCPRC-TM-2020-01). California. Department of Transportation. Department of Research, Innovation and System Information. https://doi.org/10.7922/G2RX99FD
Saboori, Arash, Ali A Butt, John T Harvey, Maryam Ostovar, Hui Li, and Ting Wang. Pavement Life Cycle Inventories for California: Models and Data Development in the Last Decade for Caltrans. Report no. UCPRC-TM-2020-01. California. Department of Transportation. Department of Research, Innovation and System Information, 2022. https://doi.org/10.7922/G2RX99FD.
Saboori, Arash, et al. Pavement Life Cycle Inventories for California: Models and Data Development in the Last Decade for Caltrans. California. Department of Transportation. Department of Research, Innovation and System Information, 2022, Report no. UCPRC-TM-2020-01, ROSA P. https://doi.org/10.7922/G2RX99FD.
This report presents a framework for long-term monitoring and evaluation of Arizona pavement surface treatments. The framework shows how to use constructed projects and existing monitoring methods to improve pavement preservation project and treatment selection as well as to model the performance of pavement preservation. The report also presents a
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Peshkin, D. G., Ram, P. V., Zimmerman, K. A., & Borthakur, A. (2022). Evaluating the Performance of Pavement Surface Treatments on Arizona Highways (Report No. SPR 000-1(022) 769). Arizona. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/62597
Peshkin, David G., Prashant V Ram, Kathryn A Zimmerman, and Abhik Borthakur. Evaluating the Performance of Pavement Surface Treatments on Arizona Highways. Report no. SPR 000-1(022) 769. Arizona. Department of Transportation, 2022. https://rosap.ntl.bts.gov/view/dot/62597.
Peshkin, David G., et al. Evaluating the Performance of Pavement Surface Treatments on Arizona Highways. Arizona. Department of Transportation, 2022, Report no. SPR 000-1(022) 769, ROSA P. https://rosap.ntl.bts.gov/view/dot/62597.
Pavement skid resistance is critical for public safety in wet-weather conditions. To improve pavement skid resistance, the use of Surface Aggregate Classification A (SAC-A) aggregate has increased significantly each year to meet the friction demand of pavements. Texas Department of Transportation specifications allow for the use of reclaimed asphal
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Hu, S., Zhou, F., Scullion, T., Fernando, E., & Souliman, M. (2022). Develop Surface Aggregate Classification of Reclaimed Asphalt Pavement: Technical Report (Report No. FHWA/TX-22/0-7025-R1). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/64286
Hu, Sheng, Fujie Zhou, Tom Scullion, Emmanuel Fernando, and Mena Souliman. Develop Surface Aggregate Classification of Reclaimed Asphalt Pavement: Technical Report. Report no. FHWA/TX-22/0-7025-R1. Texas A&M Transportation Institute, 2022. https://rosap.ntl.bts.gov/view/dot/64286.
Hu, Sheng, et al. Develop Surface Aggregate Classification of Reclaimed Asphalt Pavement: Technical Report. Texas A&M Transportation Institute, 2022, Report no. FHWA/TX-22/0-7025-R1, ROSA P. https://rosap.ntl.bts.gov/view/dot/64286.
The density of aircraft operating in the Salt Lake valley over the next several years is projected to explode in density and therefore push the complexity of air traffic operations beyond the ability of human air traffic controllers. Despite the progress made by NASA and industry during the AAM X3 simulation activities, a cohesive model of air trav
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Sacharny, D., Henderson, T., & Liu, X. C. (2022). Air Mobility Trajectory Anomaly Detection and Operational Advancement (Report No. UT-22.10). Utah. Dept. of Transportation. Division of Research. https://rosap.ntl.bts.gov/view/dot/63159
Sacharny, David, Thomas Henderson, and Xiaoyue Cathy Liu. Air Mobility Trajectory Anomaly Detection and Operational Advancement. Report no. UT-22.10. Utah. Dept. of Transportation. Division of Research, 2022. https://rosap.ntl.bts.gov/view/dot/63159.
Sacharny, David, et al. Air Mobility Trajectory Anomaly Detection and Operational Advancement. Utah. Dept. of Transportation. Division of Research, 2022, Report no. UT-22.10, ROSA P. https://rosap.ntl.bts.gov/view/dot/63159.
Congestion pricing (CP) is widely considered to have significant potential for effectively reducing vehicle miles traveled, reducing emissions, and providing a reliable revenue source for transportation investments. This study evaluated cities interested in CP—five in the U.S. (Boston, Los Angeles, New York, San Francisco, Seattle) and two in other
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Colner, ,. J. P., & D’Agostino, M. C. (2022). Lessons from Cities Considering Congestion Pricing (Report No. UC-ITS-2021-57, UCD-ITS-RR-22-06). University of California Institute of Transportation Studies. https://doi.org/10.7922/G2WQ0247
Colner, , Jonathan P and Mollie Cohen D’Agostino. Lessons from Cities Considering Congestion Pricing. Report no. UC-ITS-2021-57, UCD-ITS-RR-22-06. University of California Institute of Transportation Studies, 2022. https://doi.org/10.7922/G2WQ0247.
Colner, , Jonathan P, and Mollie Cohen D’Agostino Lessons from Cities Considering Congestion Pricing. University of California Institute of Transportation Studies, 2022, Report no. UC-ITS-2021-57, UCD-ITS-RR-22-06, ROSA P. https://doi.org/10.7922/G2WQ0247.
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