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 Transportation Investment Act (TIA) is a voter initiative in Georgia that adds 1 percent to local sales taxes over 10 years. Of additional revenue, 75 percent is devoted to approved transportation investment projects, and 25 percent is returned to local jurisdictions to spend on any transportation projects they choose. The taxing authority last
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Ross, C. L., Boston, T. D., Golshani, N., Rao, A., & Adebola, O. (2020). Phase III: Transportation Investment Act — Benchmark Assessment and Benefit–Cost Analysis, 2013–2018 (Report No. FHWA-GA-20-1811). Georgia. Department of Transportation. Office of Performance-Based Management & Research. https://rosap.ntl.bts.gov/view/dot/53994
Ross, Catherine L., Thomas D. Boston, Nima Golshani, Arthi Rao, and Olufunke Adebola. Phase III: Transportation Investment Act — Benchmark Assessment and Benefit–Cost Analysis, 2013–2018. Report no. FHWA-GA-20-1811. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2020. https://rosap.ntl.bts.gov/view/dot/53994.
Ross, Catherine L., et al. Phase III: Transportation Investment Act — Benchmark Assessment and Benefit–Cost Analysis, 2013–2018. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2020, Report no. FHWA-GA-20-1811, ROSA P. https://rosap.ntl.bts.gov/view/dot/53994.
Roadway departure (RD) crashes are one of the major causes of fatalities on highways. Reducing the number and severity of RD crashes is one of the emphasis areas of the strategic highway safety plan for many state departments of transportation in the United States. Many significant efforts have been aimed at reducing RD crashes, and a continued foc
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Appiah, J., & Zhao, M. (2020). Examination of Features Correlated With Roadway Departure Crashes on Rural Roads (Report No. FHWA/VTRC 21-R2). Virginia. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/53969
Appiah, Justice and Mo Zhao. Examination of Features Correlated With Roadway Departure Crashes on Rural Roads. Report no. FHWA/VTRC 21-R2. Virginia. Dept. of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/53969.
Appiah, Justice, and Mo Zhao Examination of Features Correlated With Roadway Departure Crashes on Rural Roads. Virginia. Dept. of Transportation, 2020, Report no. FHWA/VTRC 21-R2, ROSA P. https://rosap.ntl.bts.gov/view/dot/53969.
In this project, development of innovative methods for the integrated evaluation of surface and groundwaters inform practical applications for stormwater best management practices (BMPs) aimed at remediating stormwater nutrient impacts. To explore innovative uses of engineered media, five novel chemically activated media (CAM) were developed and te
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Kibler, K. M., Chang, N. B., Wang, D., Wanielista, M. P., Shokri, M., Ordonez, D., Gao, Y., Valencia, A., Hagglund, C., & Corrado, A. (2020). Innovative and Integrative Best Management Practices (BMPs) for Surface and Groundwater Protection. Florida. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/56963
Kibler, Kelly M, Ni-Bin Chang, Dingbao Wang, Martin P. Wanielista, Mohammad Shokri, Diana Ordonez, Yuan Gao, Andrea Valencia, Christopher Hagglund, and Andrew Corrado. Innovative and Integrative Best Management Practices (BMPs) for Surface and Groundwater Protection. Florida. Department of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/56963.
Kibler, Kelly M, et al. Innovative and Integrative Best Management Practices (BMPs) for Surface and Groundwater Protection. Florida. Department of Transportation, 2020, ROSA P. https://rosap.ntl.bts.gov/view/dot/56963.
The supply of conventional supplementary cementitious materials (SCMs such as coal fly ash and ground granulated blast furnace slag) continues to fall further behind the concrete industry’s demand to produce durable and sustainable concretes. As an alternative, interest in nontraditional pozzolanic materials continues to grow. This study evaluated
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Rajabipour, F., Jafari, K., & Zahedi, M. (2020). Evaluation, Beneficiation, and Implementation of Alternative Concrete Pozzolans for Transportation Infrastructure (Report No. CIAM-COR-R8). Center for Integrated Asset Management for Multimodal Transportation Infrastructure Systems (CIAMTIS) (UTC). https://rosap.ntl.bts.gov/view/dot/57274
Rajabipour, Farshad, Khashayar Jafari, and Mona Zahedi. Evaluation, Beneficiation, and Implementation of Alternative Concrete Pozzolans for Transportation Infrastructure. Report no. CIAM-COR-R8. Center for Integrated Asset Management for Multimodal Transportation Infrastructure Systems (CIAMTIS) (UTC), 2020. https://rosap.ntl.bts.gov/view/dot/57274.
Rajabipour, Farshad, et al. Evaluation, Beneficiation, and Implementation of Alternative Concrete Pozzolans for Transportation Infrastructure. Center for Integrated Asset Management for Multimodal Transportation Infrastructure Systems (CIAMTIS) (UTC), 2020, Report no. CIAM-COR-R8, ROSA P. https://rosap.ntl.bts.gov/view/dot/57274.
This document presents the process and methodology for pavement designs in conformance with CT DOT design practices including new construction, rehabilitation, and preservation. Types of pavements addressed include flexible [asphalt concrete] pavements, rigid [Portland cement concrete] pavements, and composite pavements. This document addresses des
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Zinke, S., Larsen, D., Bernier, A., & Mahoney, J. (2020). CTDOT Pavement Design Handbook (Report No. CT-2307-F-20-1). Connecticut. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/57390
Zinke, Scott, Donald Larsen, Alexander Bernier, and James Mahoney. CTDOT Pavement Design Handbook. Report no. CT-2307-F-20-1. Connecticut. Dept. of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/57390.
Zinke, Scott, et al. CTDOT Pavement Design Handbook. Connecticut. Dept. of Transportation, 2020, Report no. CT-2307-F-20-1, ROSA P. https://rosap.ntl.bts.gov/view/dot/57390.
The Wyoming Department of Transportation’s (WYDOT) Connected Vehicle (CV) Pilot Deployment Program is intended to develop a suite of applications that utilize vehicle to infrastructure (V2I) and vehicle to vehicle (V2V) communication technology to reduce the impact of adverse weather on truck travel in the I-80 corridor. These applications support
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Gopalakrishna, D., Garcia, V., Ragan, A., English, T., Zumpf, S., Young, R., Ahmed, M., Kitchener, F., Serulle, N. U., & Hsu, E. (2020). Connected Vehicle Pilot Deployment Concept Phase 1, System Requirements Specification (SyRS) – WYDOT (Report No. FHWA-JPO-16-291). United States. Department of Transportation. Intelligent Transportation Systems Joint Program Office. https://rosap.ntl.bts.gov/view/dot/31601
Gopalakrishna, Deepak, Vince Garcia, Ali Ragan, Tony English, Shane Zumpf, Rhonda Young, Mohamed Ahmed, Fred Kitchener, Nayel Urena Serulle, and Eva Hsu. Connected Vehicle Pilot Deployment Concept Phase 1, System Requirements Specification (SyRS) – WYDOT. Report no. FHWA-JPO-16-291. United States. Department of Transportation. Intelligent Transportation Systems Joint Program Office, 2020. https://rosap.ntl.bts.gov/view/dot/31601.
Gopalakrishna, Deepak, et al. Connected Vehicle Pilot Deployment Concept Phase 1, System Requirements Specification (SyRS) – WYDOT. United States. Department of Transportation. Intelligent Transportation Systems Joint Program Office, 2020, Report no. FHWA-JPO-16-291, ROSA P. https://rosap.ntl.bts.gov/view/dot/31601.
NCDOT maintains a significant number of T intersections with developable land occupying the vacant fourth leg. When a need for a fourth leg is established, NCDOT must determine the optimal location of the leg. Common options include adding the leg to the existing intersection as well as moving the leg up or downstream of the existing intersection t
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Cunningham, C. M., Warchol, S., Baek, J., & Yang, G. (2020). Operational Applications of Signalized Offset T-Intersections (Report No. FHWA/NC/2019-31). North Carolina. Department of Transportation. Research and Analysis Group. https://rosap.ntl.bts.gov/view/dot/56459
Cunningham, Christopher M., Shannon Warchol, Juwoon Baek, and Guangchuan Yang. Operational Applications of Signalized Offset T-Intersections. Report no. FHWA/NC/2019-31. North Carolina. Department of Transportation. Research and Analysis Group, 2020. https://rosap.ntl.bts.gov/view/dot/56459.
Cunningham, Christopher M., et al. Operational Applications of Signalized Offset T-Intersections. North Carolina. Department of Transportation. Research and Analysis Group, 2020, Report no. FHWA/NC/2019-31, ROSA P. https://rosap.ntl.bts.gov/view/dot/56459.
This project was originally funded with Principle Investigator (PI) Dr. Soonkie Nam, with Dr. Bret Lingwall as co-PI serving in a support role. The project began in late 2015, and the project was turned over to Dr. Lingwall as PI when Dr. Nam left SDSMT in August of 2017. Due to insurmountable equipment malfunctions, none of the dynamic modulus or
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Lingwall, B. (2020). Resilient and Dynamic Modulus Testing For M-E Pavement Design (Report No. SD2014-21-F). South Dakota. Department of Transportation. Office of Research. https://rosap.ntl.bts.gov/view/dot/67327
Lingwall, Bret. Resilient and Dynamic Modulus Testing For M-E Pavement Design. Report no. SD2014-21-F. South Dakota. Department of Transportation. Office of Research, 2020. https://rosap.ntl.bts.gov/view/dot/67327.
Lingwall, Bret Resilient and Dynamic Modulus Testing For M-E Pavement Design. South Dakota. Department of Transportation. Office of Research, 2020, Report no. SD2014-21-F, ROSA P. https://rosap.ntl.bts.gov/view/dot/67327.
As American cities have seen a change in land uses in urban areas, with stores moving to suburban areas increasing the reliance on cars, many urban areas are left with a lack of accessible quality food options. These food insecure areas, commonly known as food deserts, where residents lack both access and sufficient economic resources to purchase h
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Chavis, C., & Jones, A. (2020). Understanding Access to Grocery Stores in Food Deserts in Baltimore City. Urban Mobility & Equity Center. https://rosap.ntl.bts.gov/view/dot/54873
Chavis, Celeste and Anita Jones. Understanding Access to Grocery Stores in Food Deserts in Baltimore City. Urban Mobility & Equity Center, 2020. https://rosap.ntl.bts.gov/view/dot/54873.
Chavis, Celeste, and Anita Jones Understanding Access to Grocery Stores in Food Deserts in Baltimore City. Urban Mobility & Equity Center, 2020, ROSA P. https://rosap.ntl.bts.gov/view/dot/54873.
A new steel, side-mounted, beam-and-post, bridge rail was designed, crash-tested, and evaluated according to safety performance guidelines included in the American Association of State Highway and Transportation Officials Manual for Assessing Safety Hardware, Second Edition (MASH 2016) for Test Level 4 (TL-4). The new bridge rail system was designe
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Pena, O., Faller, R. K., Rasmussen, J. D., Steelman, J. S., Rosenbaugh, S. K., Bielenberg, R. W., Mauricio, P., & Duren, J. T. (2020). Development of a MASH Test Level 4 Steel, Side-Mounted, Beam-and-Post, Bridge Rail (Report No. TRP-03-410-20). Nebraska Transportation Center. https://rosap.ntl.bts.gov/view/dot/58330
Pena, Oscar, Ronald K. Faller, Jennifer D. Rasmussen, Joshua S. Steelman, Scott K. Rosenbaugh, Robert W. Bielenberg, Pascual Mauricio, and Jared T Duren. Development of a MASH Test Level 4 Steel, Side-Mounted, Beam-and-Post, Bridge Rail. Report no. TRP-03-410-20. Nebraska Transportation Center, 2020. https://rosap.ntl.bts.gov/view/dot/58330.
Pena, Oscar, et al. Development of a MASH Test Level 4 Steel, Side-Mounted, Beam-and-Post, Bridge Rail. Nebraska Transportation Center, 2020, Report no. TRP-03-410-20, ROSA P. https://rosap.ntl.bts.gov/view/dot/58330.
A combination bridge rail was designed and crash tested for Iowa Department of Transportation (Iowa DOT) for use alongside a pedestrian/bicycle bridge pathway that would satisfy Manual for Assessing Safety Hardware (MASH) 2016 Test Level 2 (TL-2) criteria. Currently, Iowa DOT employs a combination bridge rail that utilizes a concrete parapet that h
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Bielenberg, R. W., Benson, M. K., Rosenbaugh, S., Faller, R. K., Ginger, C., Yoo, S. H., & Holloway, J. C. (2020). Development of Iowa DOT Combination Bridge Separation Barrier with Bicycle Railing – Phase II (Report No. TRP-03-408-20). University of Nebraska--Lincoln. https://rosap.ntl.bts.gov/view/dot/58484
Bielenberg, Robert W., Michael K Benson, Scott Rosenbaugh, Ronald K. Faller, Chaz Ginger, Seok Hwan Yoo, and James C. Holloway. Development of Iowa DOT Combination Bridge Separation Barrier with Bicycle Railing – Phase II. Report no. TRP-03-408-20. University of Nebraska--Lincoln, 2020. https://rosap.ntl.bts.gov/view/dot/58484.
Bielenberg, Robert W., et al. Development of Iowa DOT Combination Bridge Separation Barrier with Bicycle Railing – Phase II. University of Nebraska--Lincoln, 2020, Report no. TRP-03-408-20, ROSA P. https://rosap.ntl.bts.gov/view/dot/58484.
This report documents the evaluation of the New Jersey Department of Transportation (NJDOT) modified thrie beam (MTB) system in both a single-sided roadside configuration and a dual-sided median configuration under Manual for Assessing Safety Hardware 2016 (MASH 2016) Test-Level 3 (TL-3) criteria. The MTB system was previously tested and approved u
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Bielenberg, R. W., Faller, R. K., Jiang, H., & Holloway, J. C. (2020). MASH 2016 Evaluation of the Modified Thrie Beam System (Report No. TRP-03-417-20). Midwest Roadside Safety Facility. https://rosap.ntl.bts.gov/view/dot/56071
Bielenberg, Robert W., Ronald K. Faller, Hua Jiang, and James C. Holloway. MASH 2016 Evaluation of the Modified Thrie Beam System. Report no. TRP-03-417-20. Midwest Roadside Safety Facility, 2020. https://rosap.ntl.bts.gov/view/dot/56071.
Bielenberg, Robert W., et al. MASH 2016 Evaluation of the Modified Thrie Beam System. Midwest Roadside Safety Facility, 2020, Report no. TRP-03-417-20, ROSA P. https://rosap.ntl.bts.gov/view/dot/56071.
The used car market is a critical element for the mass adoption of electric vehicles (EVs). However, most previous studies on EV adoption have focused only on new car markets. This article examines and compares the effects of charging infrastructure characteristics on the preferences for EVs among both new and used car buyers. This study is based o
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DatasetSupporting Files
MacKenzie, D. (2020). Effects of Charging Infrastructure Characteristics on Electric Vehicle Preferences of New and Used Car Buyers in the United States [supporting datasets]. SAGE Publications. https://doi.org/10.7910/DVN/MOT6PN
MacKenzie, Don. Effects of Charging Infrastructure Characteristics on Electric Vehicle Preferences of New and Used Car Buyers in the United States [supporting datasets]. SAGE Publications, 2020. https://doi.org/10.7910/DVN/MOT6PN.
MacKenzie, Don Effects of Charging Infrastructure Characteristics on Electric Vehicle Preferences of New and Used Car Buyers in the United States [supporting datasets]. SAGE Publications, 2020, ROSA P. https://doi.org/10.7910/DVN/MOT6PN.
As funds to construct, maintain, and preserve our highway infrastructure become increasingly stretched, it is imperative that the criteria for selection of concrete mixtures and acceptance of placed concrete reliably ensure durability. Over the past several decades, research has led to new understanding of deterioration mechanisms, advancements in
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Cavalline, T. L., Tempest, B. Q., Biggers, R. B., Lukavsky, A. J., McEntyre, M. S., & Newsome, R. A. (2020). Durable and Sustainable Concrete Through Performance Engineered Concrete Mixtures (Report No. FHWA/NC/2018-14). North Carolina. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/57045
Cavalline, Tara L, Brett Q Tempest, Robert Blake Biggers, Austin J Lukavsky, Memoree S McEntyre, and Ross A Newsome. Durable and Sustainable Concrete Through Performance Engineered Concrete Mixtures. Report no. FHWA/NC/2018-14. North Carolina. Dept. of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/57045.
Cavalline, Tara L, et al. Durable and Sustainable Concrete Through Performance Engineered Concrete Mixtures. North Carolina. Dept. of Transportation, 2020, Report no. FHWA/NC/2018-14, ROSA P. https://rosap.ntl.bts.gov/view/dot/57045.
The objective of this project was to conduct a comprehensive review of Load Resistance Factor Design (LRFD) for bridge and wall shallow foundations. LRFD is a limit state design methodology based on reliability and probability. Specifically, this study investigated the concept, application, and implementation status of LRFD in shallow foundation de
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Lingwall, B., Nam, S., & Roberts, L. (2020). Review and Refinement of SDDOT’s LRFD Shallow Foundation Design Method (Report No. SD2014-11-F). South Dakota. Department of Transportation. Office of Research. https://rosap.ntl.bts.gov/view/dot/67325
Lingwall, Bret, Soonkie Nam, and Lance Roberts. Review and Refinement of SDDOT’s LRFD Shallow Foundation Design Method. Report no. SD2014-11-F. South Dakota. Department of Transportation. Office of Research, 2020. https://rosap.ntl.bts.gov/view/dot/67325.
Lingwall, Bret, et al. Review and Refinement of SDDOT’s LRFD Shallow Foundation Design Method. South Dakota. Department of Transportation. Office of Research, 2020, Report no. SD2014-11-F, ROSA P. https://rosap.ntl.bts.gov/view/dot/67325.
Significant electrification of the transportation sector is necessary for the State to achieve several important greenhouse gas (GHG) reduction and renewable energy targets. The State’s electricity generation and transmission capabilities must increase in order to meet the demand generated by increasing levels of fleet electrification. The increase
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DatasetSupporting Files
Raju, A. S., & Vu, A. (2020). Electric Fleet Adoption Strategies – Addressing Storage and Infrastructure Needs [supporting datasets] (Report No. NCST-UCR-RR-20-21). National Center for Sustainable Transportation (NCST) (UTC). https://doi.org/10.6086/D1667N
Raju, Arun S.K. and Alexander Vu. Electric Fleet Adoption Strategies – Addressing Storage and Infrastructure Needs [supporting datasets]. Report no. NCST-UCR-RR-20-21. National Center for Sustainable Transportation (NCST) (UTC), 2020. https://doi.org/10.6086/D1667N.
Raju, Arun S.K., and Alexander Vu Electric Fleet Adoption Strategies – Addressing Storage and Infrastructure Needs [supporting datasets]. National Center for Sustainable Transportation (NCST) (UTC), 2020, Report no. NCST-UCR-RR-20-21, ROSA P. https://doi.org/10.6086/D1667N.
This research project analyzes freight transportation data and enhances the regional freight transportation model to better estimate and forecast truck travel in the Philadelphia region. In particular, this project infers truck activity from global positioning system (GPS) traces data (acquired by Delaware Valley Regional Planning Commission). Iden
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Qian, S., & Choudhry, A. (2020). Modeling and Enhancing Freight Mobility in the Philadelphia Region. Mobility21, Carnegie Mellon University. https://rosap.ntl.bts.gov/view/dot/56085
Qian, Sean and Arnav Choudhry. Modeling and Enhancing Freight Mobility in the Philadelphia Region. Mobility21, Carnegie Mellon University, 2020. https://rosap.ntl.bts.gov/view/dot/56085.
Qian, Sean, and Arnav Choudhry Modeling and Enhancing Freight Mobility in the Philadelphia Region. Mobility21, Carnegie Mellon University, 2020, ROSA P. https://rosap.ntl.bts.gov/view/dot/56085.
Automated vehicles (AVs) should be deployed gradually and geometrically selectively to ensure safety. Frequent collisions of AVs in certain driving scenarios, such as in dark streets or crowded areas, have posed wide concerns of AV safety. People want to know what kinds of driving circumstances or areas are easy for AVs and what are relatively hard
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Zhao, D., Xu, M., Chen, R., Arief, M., Zhang, W., & Wang, W. (2020). Labeling Roads with Different Types of Automated Driving Functional Requirements using Machine Learning. Mobility21, Carnegie Mellon University. https://rosap.ntl.bts.gov/view/dot/56109
Zhao, Ding, Mengdi Xu, Rui Chen, Mansur Arief, Weiyang Zhang, and Wenshuo Wang. Labeling Roads with Different Types of Automated Driving Functional Requirements using Machine Learning. Mobility21, Carnegie Mellon University, 2020. https://rosap.ntl.bts.gov/view/dot/56109.
Zhao, Ding, et al. Labeling Roads with Different Types of Automated Driving Functional Requirements using Machine Learning. Mobility21, Carnegie Mellon University, 2020, ROSA P. https://rosap.ntl.bts.gov/view/dot/56109.
Urban arterials near freeway interchanges are vital elements of urban road infrastructures. They connect freeway networks with high mobility and low access to urban networks with lower mobility and higher access. This study investigates the operational safety of these elements and tries to find the relationship between geometric elements of roadway
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Dastgiri, M. S., & Dixon, K. K. (2020). Using Big Data to Assess Corridor Safety Performance at Approaches to Freeway Interchanges (Report No. TTI-Student-02). Safety through Disruption (Safe-D) University Transportation Center (UTC). https://rosap.ntl.bts.gov/view/dot/56859
Dastgiri, Maryam Shirinzadeh and Karen K. Dixon. Using Big Data to Assess Corridor Safety Performance at Approaches to Freeway Interchanges. Report no. TTI-Student-02. Safety through Disruption (Safe-D) University Transportation Center (UTC), 2020. https://rosap.ntl.bts.gov/view/dot/56859.
Dastgiri, Maryam Shirinzadeh, and Karen K. Dixon Using Big Data to Assess Corridor Safety Performance at Approaches to Freeway Interchanges. Safety through Disruption (Safe-D) University Transportation Center (UTC), 2020, Report no. TTI-Student-02, ROSA P. https://rosap.ntl.bts.gov/view/dot/56859.
The literature related to sustainability and resilience in underground transportation infrastructure (UTI) was reviewed. Two planning frameworks were investigated for their suitability to UTI and to illustrate the application of the framework for UTI. The first framework investigated was the Vulnerability Assessment Scoring Tool (VAST). VAST was fo
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Rodriguez-Nikl, T., & Mazari, M. (2020). Resilience and Sustainability of Underground Transportation Infrastructure: Climate Vulnerability and Sustainability Assessments (Report No. UTC-UTI 007). University Transportation Center for Underground Transportation Infrastructure (UTC). https://doi.org/10.5281/zenodo.4713290
Rodriguez-Nikl, Tonatiuh and Mehran Mazari. Resilience and Sustainability of Underground Transportation Infrastructure: Climate Vulnerability and Sustainability Assessments. Report no. UTC-UTI 007. University Transportation Center for Underground Transportation Infrastructure (UTC), 2020. https://doi.org/10.5281/zenodo.4713290.
Rodriguez-Nikl, Tonatiuh, and Mehran Mazari Resilience and Sustainability of Underground Transportation Infrastructure: Climate Vulnerability and Sustainability Assessments. University Transportation Center for Underground Transportation Infrastructure (UTC), 2020, Report no. UTC-UTI 007, ROSA P. https://doi.org/10.5281/zenodo.4713290.
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