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 objective of this study was to evaluate the feasibility of producing sustainable concrete materials for rigidpavement construction using high volume of recycled materials. The goal was to replace 50% of all solid materials inthe concrete with recycled materials and industrial by-products. This included the replacement of cement with at least50%
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Khayat, K. H., & Sadati, S. (2020). Field Implementation of High-Volume Recycled Materials for Sustainable Pavement Construction (Report No. RECAST UTC # 00046728). Research on Concrete Applications for Sustainable Transportation (RE-CAST) (UTC). https://rosap.ntl.bts.gov/view/dot/54574
Khayat, Kamal H. and Seyedhamed Sadati. Field Implementation of High-Volume Recycled Materials for Sustainable Pavement Construction. Report no. RECAST UTC # 00046728. Research on Concrete Applications for Sustainable Transportation (RE-CAST) (UTC), 2020. https://rosap.ntl.bts.gov/view/dot/54574.
Khayat, Kamal H., and Seyedhamed Sadati Field Implementation of High-Volume Recycled Materials for Sustainable Pavement Construction. Research on Concrete Applications for Sustainable Transportation (RE-CAST) (UTC), 2020, Report no. RECAST UTC # 00046728, ROSA P. https://rosap.ntl.bts.gov/view/dot/54574.
We estimated the off-street parking supply of the seven most economically productive cities in Santa Clara County, California, better known as Silicon Valley. Using assessor data, municipal zoning data, and visual inspection with aerial imagery, we estimated that about 14 percent of the land area in these cities is devoted to parking, and that over
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Gabbe, C. J., Manville, M., & Osman, T. (2020). The Opportunity Cost of Parking Requirements: Would Silicon Valley Be Richer if Its Parking Requirements Were Lower? (Report No. UCLA-18-32, CA-20-3411). California. Dept. of Transportation. Division of Research and Innovation. https://rosap.ntl.bts.gov/view/dot/54436
Gabbe, C J, Michael Manville, and Taner Osman. The Opportunity Cost of Parking Requirements: Would Silicon Valley Be Richer if Its Parking Requirements Were Lower?. Report no. UCLA-18-32, CA-20-3411. California. Dept. of Transportation. Division of Research and Innovation, 2020. https://rosap.ntl.bts.gov/view/dot/54436.
Gabbe, C J, et al. The Opportunity Cost of Parking Requirements: Would Silicon Valley Be Richer if Its Parking Requirements Were Lower?. California. Dept. of Transportation. Division of Research and Innovation, 2020, Report no. UCLA-18-32, CA-20-3411, ROSA P. https://rosap.ntl.bts.gov/view/dot/54436.
This report presents the development of a finite element (FE) model updating scheme of a highway bridge. In this process, the FE model, based on the original drawing of the bridge, generates a numerical data set that is used to build regression surfaces between the models’ parameters and the model’s response represented by the natural frequencies a
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Rahmatalla, S., Markfort, C., & Karimpour, A. (2020). Infrastructure Inspection During and After Unexpected Events – Phase II (Report No. 25-1121-0005-142-2). University of Nebraska-Lincoln. Mid-America Transportation Center. https://rosap.ntl.bts.gov/view/dot/54546
Rahmatalla, Salam, Corey Markfort, and Ali Karimpour. Infrastructure Inspection During and After Unexpected Events – Phase II. Report no. 25-1121-0005-142-2. University of Nebraska-Lincoln. Mid-America Transportation Center, 2020. https://rosap.ntl.bts.gov/view/dot/54546.
Rahmatalla, Salam, et al. Infrastructure Inspection During and After Unexpected Events – Phase II. University of Nebraska-Lincoln. Mid-America Transportation Center, 2020, Report no. 25-1121-0005-142-2, ROSA P. https://rosap.ntl.bts.gov/view/dot/54546.
The 2007 Great Recession is widely considered the worst economic downturn in recent United States History. In Indiana, the unemployment rate reached 10.6%, and took nearly seven years to return to pre-recession levels. However, employment data from this period shows that the change in total employment at the county level ranged from -20% to +5%, in
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Ke, Y., Rojas, L. L. L., Chacon-Hurtado, D., Gkritza, K., & Fricker, J. D. (2020). Incorporating Economic Resilience Metrics Into INDOT’s Transportation Decision-Making (Report No. FHWA/IN/JTRP-2020/04). Purdue University. Joint Transportation Research Program. https://doi.org/10.5703/1288284317115
Ke, Yue, Lisa Lorena Losada Rojas, Davis Chacon-Hurtado, Konstantina Gkritza, and Jon D. Fricker. Incorporating Economic Resilience Metrics Into INDOT’s Transportation Decision-Making. Report no. FHWA/IN/JTRP-2020/04. Purdue University. Joint Transportation Research Program, 2020. https://doi.org/10.5703/1288284317115.
Ke, Yue, et al. Incorporating Economic Resilience Metrics Into INDOT’s Transportation Decision-Making. Purdue University. Joint Transportation Research Program, 2020, Report no. FHWA/IN/JTRP-2020/04, ROSA P. https://doi.org/10.5703/1288284317115.
Polyepoxy and polyisocyanate resins are currently in use for protecting concrete and especially steel structural elements in concrete from water-induced corrosive processes. The newest class of materials consists of polyepoxy/polyisocyanate composite resins. The underlying paradigm of using these composite materials is that they show structural syn
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Bossmann, S. H., & Kalubowilage, M. (2020). Do Polyepoxy/Polyisocyanate Composite Resins for Concrete Protection Perform Better Than Either of Their Components? (Report No. KS-20-01). Kansas. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/54413
Bossmann, Stefan H. and Madumali Kalubowilage. Do Polyepoxy/Polyisocyanate Composite Resins for Concrete Protection Perform Better Than Either of Their Components?. Report no. KS-20-01. Kansas. Dept. of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/54413.
Bossmann, Stefan H., and Madumali Kalubowilage Do Polyepoxy/Polyisocyanate Composite Resins for Concrete Protection Perform Better Than Either of Their Components?. Kansas. Dept. of Transportation, 2020, Report no. KS-20-01, ROSA P. https://rosap.ntl.bts.gov/view/dot/54413.
This is a report of research and technology transfer activities carried out by the Wisconsin Department of Transportation through the Part B research portion of the State Planning and Research Program of the Federal Highway Administration, U.S. Department of Transportation. The report describes activities during Federal Fiscal Year 2020, covering O
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Wisconsin. Department of Transportation (2020). WisDOT Research Program: 2020 Annual Report. Wisconsin. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/67857
Wisconsin. Department of Transportation. WisDOT Research Program: 2020 Annual Report. Wisconsin. Department of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/67857.
Wisconsin. Department of Transportation WisDOT Research Program: 2020 Annual Report. Wisconsin. Department of Transportation, 2020, ROSA P. https://rosap.ntl.bts.gov/view/dot/67857.
Georgia. Department of Transportation. Office of Performance-Based Management & Research
2020-01-01
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This Georgia Department of Transportation (GDOT) virtual peer exchange was conducted around the topic of research staff training and skillsets. This report highlights the objectives of the peer exchange, the participating panelists, and individual agencies’ program overview and training practices, and key takeaways from each. An analysis of the tra
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Georgia. Department of Transportation. Office of Performance-Based Management & Research (2020). Best Practices for Effectively Training Research Staff: Research Peer Exchange Report November 16-19, 2020. Georgia. Department of Transportation. Office of Performance-Based Management & Research. https://rosap.ntl.bts.gov/view/dot/58649
Georgia. Department of Transportation. Office of Performance-Based Management & Research. Best Practices for Effectively Training Research Staff: Research Peer Exchange Report November 16-19, 2020. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2020. https://rosap.ntl.bts.gov/view/dot/58649.
Georgia. Department of Transportation. Office of Performance-Based Management & Research Best Practices for Effectively Training Research Staff: Research Peer Exchange Report November 16-19, 2020. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2020, ROSA P. https://rosap.ntl.bts.gov/view/dot/58649.
The last century brought a shift in rail propulsion from the (typically) coal-powered steam engine to a combination of the diesel-electric locomotive and the electrified locomotive running under electrified overhead lines. While, no doubt, an advance over the earlier technology, the two incumbent technologies are not without their shortcomings. In
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Isaac, R. S. (2020). Fuels and Fuel Technologies for Powering 21st Century Passenger and Freight Rail: Simulation-Based Case Studies in a U.S. Context. University of California, Davis. Institute of Transportation Studies. https://rosap.ntl.bts.gov/view/dot/67069
Isaac, Raphael S. Fuels and Fuel Technologies for Powering 21st Century Passenger and Freight Rail: Simulation-Based Case Studies in a U.S. Context. University of California, Davis. Institute of Transportation Studies, 2020. https://rosap.ntl.bts.gov/view/dot/67069.
Isaac, Raphael S Fuels and Fuel Technologies for Powering 21st Century Passenger and Freight Rail: Simulation-Based Case Studies in a U.S. Context. University of California, Davis. Institute of Transportation Studies, 2020, ROSA P. https://rosap.ntl.bts.gov/view/dot/67069.
LTRC has conducted an extensive research project to determine the seasonal variation in the subgrade MR from 14 sites throughout Louisiana. The study (1) conducted FWD testing on the 14 sites seasonal for a period of at least 3 years; (2) developed an online web application to determine the soil types throughout Louisiana based upon NCHRP soil unit
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Gaspard, K., Zhang, Z., Gautreau, G., Abufarsakh, M., & Martinez, M. (2020). Assessment of Environmental, Seasonal, and Regional Variations in Pavement Base and Subgrade Properties (Report No. FHWA/LA.18/621). Louisiana Transportation Research Center. https://rosap.ntl.bts.gov/view/dot/56242
Gaspard, Kevin, Zhongjie Zhang, Gavin Gautreau, Murad Abufarsakh, and Mark Martinez. Assessment of Environmental, Seasonal, and Regional Variations in Pavement Base and Subgrade Properties. Report no. FHWA/LA.18/621. Louisiana Transportation Research Center, 2020. https://rosap.ntl.bts.gov/view/dot/56242.
Gaspard, Kevin, et al. Assessment of Environmental, Seasonal, and Regional Variations in Pavement Base and Subgrade Properties. Louisiana Transportation Research Center, 2020, Report no. FHWA/LA.18/621, ROSA P. https://rosap.ntl.bts.gov/view/dot/56242.
An important part of the pavement friction management (PFM) process is the selection of the most appropriate friction measuring equipment. In this project, the capabilities of the Grip Tester, a type of continuous friction measurement (CFME) device, and its ability to provide information to support PFM programs were evaluated based on comprehensive
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Li, J. Q., & Wang, K. (2020). Continuous Friction Measurement Equipment (CFME) for Highway Safety Management in Oklahoma (Report No. FHWA-OK-20-02). Oklahoma. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/57407
Li, Joshua Q. and Kelvin Wang. Continuous Friction Measurement Equipment (CFME) for Highway Safety Management in Oklahoma. Report no. FHWA-OK-20-02. Oklahoma. Department of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/57407.
Li, Joshua Q., and Kelvin Wang Continuous Friction Measurement Equipment (CFME) for Highway Safety Management in Oklahoma. Oklahoma. Department of Transportation, 2020, Report no. FHWA-OK-20-02, ROSA P. https://rosap.ntl.bts.gov/view/dot/57407.
Pedestrian impact testing of the U.S. vehicle fleet by the National Highway Traffic Safety Administration has provided snapshots of the performance of evolving technologies that protect a pedestrian’s head in head-to-hood impacts. One of the recent evolving technologies is the introduction of active hood systems that pop up upon contact with a pede
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Suntay, B., & Stammen, J. (2020). Assessment of Hood Designs for Pedestrian Head Protection: Active Hood Systems (Report No. DOT HS 812 762). United States. Department of Transportation. National Highway Traffic Safety Administration. https://rosap.ntl.bts.gov/view/dot/48700
Suntay, Brian and Jason Stammen. Assessment of Hood Designs for Pedestrian Head Protection: Active Hood Systems. Report no. DOT HS 812 762. United States. Department of Transportation. National Highway Traffic Safety Administration, 2020. https://rosap.ntl.bts.gov/view/dot/48700.
Suntay, Brian, and Jason Stammen Assessment of Hood Designs for Pedestrian Head Protection: Active Hood Systems. United States. Department of Transportation. National Highway Traffic Safety Administration, 2020, Report no. DOT HS 812 762, ROSA P. https://rosap.ntl.bts.gov/view/dot/48700.
The primary objectives of this research are to monitor the short-term (during the construction) and long-term behavior and performance of geosynthetic Load Transfer Platform (LTP) in the state of Louisiana; evaluate and verify (and maybe modify) important design factors and parameters for geosynthetic LTP: load distribution (between piles, geogrid,
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Abu-Farsakh, M. Y., Rupnow, T., & Zhang, Z. (2020). Instrumentation and Modeling of Geosynthetic Load Transfer Platform Performance [Research Project Capsule]. Louisiana Transportation Research Center. https://rosap.ntl.bts.gov/view/dot/66119
Abu-Farsakh, Murad Y., Tyson Rupnow, and Zhongjie Zhang. Instrumentation and Modeling of Geosynthetic Load Transfer Platform Performance [Research Project Capsule]. Louisiana Transportation Research Center, 2020. https://rosap.ntl.bts.gov/view/dot/66119.
Abu-Farsakh, Murad Y., et al. Instrumentation and Modeling of Geosynthetic Load Transfer Platform Performance [Research Project Capsule]. Louisiana Transportation Research Center, 2020, ROSA P. https://rosap.ntl.bts.gov/view/dot/66119.
Assessing the impacts of new and disruptive technologies on automobile usage and the modal split is emerging as a key issue for transportation planners and policymakers. This study offers a new approach to quantifying the impact of transportation network companies (TNCs) such as Uber and Lyft on vehicle‐miles traveled (VMT). The approach is based o
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Choi, Y., Defoe, D. G., Van Steenburgh, G., Guhathakurta, S., & Pande, A. (2020). An Empirical Bayes Approach to Quantifying the Impact of Transportation Network Companies (TNCs) on VMT (Report No. CTEDD 018-02). Center for Transportation, Equity, Decisions and Dollars (CTEDD) (UTC). https://rosap.ntl.bts.gov/view/dot/54693
Choi, Yunkyung, Daniel G Defoe, Gavin Van Steenburgh, Subhrajit Guhathakurta, and Anurag Pande. An Empirical Bayes Approach to Quantifying the Impact of Transportation Network Companies (TNCs) on VMT. Report no. CTEDD 018-02. Center for Transportation, Equity, Decisions and Dollars (CTEDD) (UTC), 2020. https://rosap.ntl.bts.gov/view/dot/54693.
Choi, Yunkyung, et al. An Empirical Bayes Approach to Quantifying the Impact of Transportation Network Companies (TNCs) on VMT. Center for Transportation, Equity, Decisions and Dollars (CTEDD) (UTC), 2020, Report no. CTEDD 018-02, ROSA P. https://rosap.ntl.bts.gov/view/dot/54693.
As a result of a changing climate that is believed to produce more frequent extreme events witnessed in the United States, thousands of roadway lane miles had been inundated in recent years during various storms and hurricanes. Flood-induced damage to roadways is well recognized and documented in both local and national media as well as in the lite
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Tao, M., & Mallick, R. B. (2020). Best Practice for Assessing Roadway Damages Caused by Flooding (Report No. FHWA/L A.19/615). Louisiana Transportation Research Center. https://rosap.ntl.bts.gov/view/dot/56249
Tao, Mingjiang and Rajib B Mallick. Best Practice for Assessing Roadway Damages Caused by Flooding. Report no. FHWA/L A.19/615. Louisiana Transportation Research Center, 2020. https://rosap.ntl.bts.gov/view/dot/56249.
Tao, Mingjiang, and Rajib B Mallick Best Practice for Assessing Roadway Damages Caused by Flooding. Louisiana Transportation Research Center, 2020, Report no. FHWA/L A.19/615, ROSA P. https://rosap.ntl.bts.gov/view/dot/56249.
NDOT materials engineers observed during pavement repairs (PR) that tie-bars placed with non-shrink grout exhibited poor strength when pulled M&R engineers launched an investigation into the strength of non-shrink grout and epoxy anchored tie-bars in PR projects. The purpose of this investigation was to verify whether or not non-shrink grout provid
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Heyen, W., Halsey, L., Krason, T., Varilek, B., & Hansen, D. (2020). Evaluation of Tie-Bar Anchoring Methods: Non-shrink Grout vs. Epoxy (Report No. 246). Nebraska. Department of Roads. Materials & Research Division. https://rosap.ntl.bts.gov/view/dot/61010
Heyen, Wally, Lieska Halsey, Tim Krason, Brandon Varilek, and David Hansen. Evaluation of Tie-Bar Anchoring Methods: Non-shrink Grout vs. Epoxy. Report no. 246. Nebraska. Department of Roads. Materials & Research Division, 2020. https://rosap.ntl.bts.gov/view/dot/61010.
Heyen, Wally, et al. Evaluation of Tie-Bar Anchoring Methods: Non-shrink Grout vs. Epoxy. Nebraska. Department of Roads. Materials & Research Division, 2020, Report no. 246, ROSA P. https://rosap.ntl.bts.gov/view/dot/61010.
In this report, nondestructive test (NDT) methods are evaluated in the context of providing input parameters to perform bridge load rating calculations for different bridge types. Relevant NDT methods are identified based on diverse technologies including mechanical impact, acoustic, electromagnetic, electrical and chemical, cuclear, and miscellane
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Karshenas, A., & Naghavi, B. (2020). Investigating Available State-of-the-Art Technology for Determining Needed Information for Bridge Rating Strategies (Report No. FHWA/LA.19/619). Louisiana Transportation Research Center. https://rosap.ntl.bts.gov/view/dot/65600
Karshenas, Afshin and Babak Naghavi. Investigating Available State-of-the-Art Technology for Determining Needed Information for Bridge Rating Strategies. Report no. FHWA/LA.19/619. Louisiana Transportation Research Center, 2020. https://rosap.ntl.bts.gov/view/dot/65600.
Karshenas, Afshin, and Babak Naghavi Investigating Available State-of-the-Art Technology for Determining Needed Information for Bridge Rating Strategies. Louisiana Transportation Research Center, 2020, Report no. FHWA/LA.19/619, ROSA P. https://rosap.ntl.bts.gov/view/dot/65600.
This workshop PPT slides demonstrate the key findings of Texas Department of Transportation (TxDOT) Project 0-6940 Develop System to Render Mechanistic-Empirical Traffic Data for Pavement Design. It can be used as an instructor guide to provide in-depth understanding of site-specific ME-compatible traffic data for pavement design.
Walubita, L. F., Lee, S. I., & Aldo, A. (2020). Develop System To Render Mechanistic-Empirical Traffic Data for Pavement Design: Workshop PPT Slides (Report No. 0-6940). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/63043
Walubita, Lubinda F., Sang Ick Lee, and Aldo Aldo. Develop System To Render Mechanistic-Empirical Traffic Data for Pavement Design: Workshop PPT Slides. Report no. 0-6940. Texas A&M Transportation Institute, 2020. https://rosap.ntl.bts.gov/view/dot/63043.
Walubita, Lubinda F., et al. Develop System To Render Mechanistic-Empirical Traffic Data for Pavement Design: Workshop PPT Slides. Texas A&M Transportation Institute, 2020, Report no. 0-6940, ROSA P. https://rosap.ntl.bts.gov/view/dot/63043.
It has been argued that the US biofuel policy is responsible for the land use changes in Malaysia and Indonesia (M&I). In this paper, following a short literature review that highlights the relevant topics and issues, we develop analytical and numerical analyses to evaluate the extent to which production of biofuels in the US alters land use in M&I
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Taheripour, F., & Tyner, W. E. (2020). US Biofuel Production and Policy: Implications for Land Use Changes in Malaysia and Indonesia (Report No. 10.1186/s13068-020-1650-1). United States. Federal Aviation Administration. Center of Excellence for Alternative Jet Fuels and Environment. https://rosap.ntl.bts.gov/view/dot/50405
Taheripour, Farzad and Wallace E. Tyner. US Biofuel Production and Policy: Implications for Land Use Changes in Malaysia and Indonesia. Report no. 10.1186/s13068-020-1650-1. United States. Federal Aviation Administration. Center of Excellence for Alternative Jet Fuels and Environment, 2020. https://rosap.ntl.bts.gov/view/dot/50405.
Taheripour, Farzad, and Wallace E. Tyner US Biofuel Production and Policy: Implications for Land Use Changes in Malaysia and Indonesia. United States. Federal Aviation Administration. Center of Excellence for Alternative Jet Fuels and Environment, 2020, Report no. 10.1186/s13068-020-1650-1, ROSA P. https://rosap.ntl.bts.gov/view/dot/50405.
The transportation industry may be going through its largest technological revolution in a century, with new forms of on-demand transportation capitalizing on innovations like the Global Positioning System (GPS) chips to develop app-based, on-demand transportation, connecting user and driver, known alternatively as ridesourcing, ride-hailing, Trans
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Weinreich, D., Skuzinski, T., Hamidi, S., & Reeves, S. M. (2020). Transit in Flex: Examining Service Fragmentation of New App-Based, On-Demand Transit Services (Report No. CTEDD 018-10). Center for Transportation, Equity, Decisions and Dollars (CTEDD) (UTC). https://rosap.ntl.bts.gov/view/dot/54008
Weinreich, David, Thomas Skuzinski, Shima Hamidi, and S Matthew Reeves. Transit in Flex: Examining Service Fragmentation of New App-Based, On-Demand Transit Services. Report no. CTEDD 018-10. Center for Transportation, Equity, Decisions and Dollars (CTEDD) (UTC), 2020. https://rosap.ntl.bts.gov/view/dot/54008.
Weinreich, David, et al. Transit in Flex: Examining Service Fragmentation of New App-Based, On-Demand Transit Services. Center for Transportation, Equity, Decisions and Dollars (CTEDD) (UTC), 2020, Report no. CTEDD 018-10, ROSA P. https://rosap.ntl.bts.gov/view/dot/54008.
This document reports a study where load-bearing capacity, deformations and construction speed of different GRS abutment models were compared in the laboratory at full scale. Six 8 ft-high, instrumented abutment models were constructed inside an outdoor test station in order to study the influences that the choice of facing type, reinforcement spac
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Hatami, K., Doger, R., & Boutin, J. (2020). Feasibility Study of GRS Systems for Bridge Abutments in Oklahoma: Influence of Facing and Aggregate Fill on Performance (Report No. FHWA-OK-19-09). Oklahoma. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/57412
Hatami, Kianoosh, Ridvan Doger, and Jerome Boutin. Feasibility Study of GRS Systems for Bridge Abutments in Oklahoma: Influence of Facing and Aggregate Fill on Performance. Report no. FHWA-OK-19-09. Oklahoma. Department of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/57412.
Hatami, Kianoosh, et al. Feasibility Study of GRS Systems for Bridge Abutments in Oklahoma: Influence of Facing and Aggregate Fill on Performance. Oklahoma. Department of Transportation, 2020, Report no. FHWA-OK-19-09, ROSA P. https://rosap.ntl.bts.gov/view/dot/57412.
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