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 goal of the project is to establish a non-destructive field testing technique, including a data analysis algorithm, for determining in-place pile lengths by way of seismic waves. The length of each pile supporting a high-mast light tower (HMLT) will be identified through a systematic sensing approach that includes (i) collection and classificat
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Kennedy, D., D'Agostino, M., & Labuz, J. (2022). Detecting Foundation Pile Length of High-Mast Light Towers (Report No. MN 2022-28). Minnesota. Department of Transportation. Office of Research & Innovation. https://rosap.ntl.bts.gov/view/dot/65580
Kennedy, Daniel, Mollie D'Agostino, and Joseph Labuz. Detecting Foundation Pile Length of High-Mast Light Towers. Report no. MN 2022-28. Minnesota. Department of Transportation. Office of Research & Innovation, 2022. https://rosap.ntl.bts.gov/view/dot/65580.
Kennedy, Daniel, et al. Detecting Foundation Pile Length of High-Mast Light Towers. Minnesota. Department of Transportation. Office of Research & Innovation, 2022, Report no. MN 2022-28, ROSA P. https://rosap.ntl.bts.gov/view/dot/65580.
This project evaluated many softer but polymer-modified asphalt binders (PGxx-28 and PGxx-34) in both laboratory and field test sections. Binder tests, such as the multiple stress creep recovery (MSCR), linear amplitude sweep (LAS), and pure linear amplitude sweep (PLAS), were performed to evaluate binders’ rutting and cracking resistance. Mixture
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Zhou, F., & Hu, S. (2022). Statewide Implementation of New Binder Selection Catalog and New Binder Performance Tests [Project Summary Report]. Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/80633
Zhou, Fujie and Sheng Hu. Statewide Implementation of New Binder Selection Catalog and New Binder Performance Tests [Project Summary Report]. Texas A&M Transportation Institute, 2022. https://rosap.ntl.bts.gov/view/dot/80633.
Zhou, Fujie, and Sheng Hu Statewide Implementation of New Binder Selection Catalog and New Binder Performance Tests [Project Summary Report]. Texas A&M Transportation Institute, 2022, ROSA P. https://rosap.ntl.bts.gov/view/dot/80633.
Florida is among the top states in the U.S. regarding intersection-related traffic fatalities, and the Florida Strategic Highway Safety Plan (SHSP) identified intersection safety as one of the Emphasis Areas. The Florida Department of Transportation (FDOT) has developed an Intersection Control Evaluation (ICE) manual and conducted in classroom ICE
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Chen, C., Lin, P. S., Larsson, K., & Hagen, L. T. (2022). Local Technical Assistance Program Support on Computer-Based FDOT Intersection Control Evaluation (ICE) Training (Report No. BDV25-977-78). Florida Department of Transportation. https://rosap.ntl.bts.gov/view/dot/75110
Chen, Cong, Pei-Sung Lin, Kristin Larsson, and Larry T. Hagen. Local Technical Assistance Program Support on Computer-Based FDOT Intersection Control Evaluation (ICE) Training. Report no. BDV25-977-78. Florida Department of Transportation, 2022. https://rosap.ntl.bts.gov/view/dot/75110.
Chen, Cong, et al. Local Technical Assistance Program Support on Computer-Based FDOT Intersection Control Evaluation (ICE) Training. Florida Department of Transportation, 2022, Report no. BDV25-977-78, ROSA P. https://rosap.ntl.bts.gov/view/dot/75110.
The mild to significant concrete deterioration observed on many prestressed concrete (PSC) beam bridges constructed in the 1970’s and 1980’s was suspected to be due to alkali-aggregate reactivity (AAR) and other material compatibility issues. The inventory analysis and field inspections identified a total of 136 I-beam bridges (~12% of the I-beam b
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Attanayake, U., Berke, N., Amunugama, H., & Basnayake, K. (2022). Concrete Deterioration of Prestressed Bridge Beams (Report No. SPR-1703). Michigan. Dept. of Transportation. Research Administration. https://rosap.ntl.bts.gov/view/dot/64572
Attanayake, Upul, Neil Berke, Harsha Amunugama, and Kanchani Basnayake. Concrete Deterioration of Prestressed Bridge Beams. Report no. SPR-1703. Michigan. Dept. of Transportation. Research Administration, 2022. https://rosap.ntl.bts.gov/view/dot/64572.
Attanayake, Upul, et al. Concrete Deterioration of Prestressed Bridge Beams. Michigan. Dept. of Transportation. Research Administration, 2022, Report no. SPR-1703, ROSA P. https://rosap.ntl.bts.gov/view/dot/64572.
The goal of this research was twofold. First, researchers sought to develop a valuation framework for the right-of-way that could be used to assess fees for leases with private parties. The fees must consider different types, lengths, durations, and locations of installations by third parties. The second goal was to determine the prevalence of thir
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Kraus, E., Holik, W., Anderson, P. R., Quiroga, C., & Trojacek, S. (2022). Quantify the Valuation of Right-of-Way [Project Summary] (Report No. 0-7053). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/72329
Kraus, Edgar, William Holik, Paul R. Anderson, Cesar Quiroga, and Seth Trojacek. Quantify the Valuation of Right-of-Way [Project Summary]. Report no. 0-7053. Texas A&M Transportation Institute, 2022. https://rosap.ntl.bts.gov/view/dot/72329.
Kraus, Edgar, et al. Quantify the Valuation of Right-of-Way [Project Summary]. Texas A&M Transportation Institute, 2022, Report no. 0-7053, ROSA P. https://rosap.ntl.bts.gov/view/dot/72329.
Innovative intersection designs (e.g., diverging diamond interchanges [DDIs], displaced left turns [DLTs], median U-turns [MUTs], and restricted crossing U-turns [RCUTs]) and modern roundabouts have been used successfully to remove conflict points and redistribute turning traffic from traditional intersections. However, minimal guidance exists on u
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Brewer, M. A., Fitzpatrick, K., Shirinzad, M., Zhou, H., Florence, D., Tydlacka, J. M., Dadashova, B., & Le, M. (2022). Use of Roundabouts and Innovative Intersection Designs at High-Speed Intersections in Texas [Project Summary] (Report No. 0-7036). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/72317
Brewer, Marcus A., Kay Fitzpatrick, Maryam Shirinzad, Hongmin Zhou, David Florence, Jonathan M. Tydlacka, Bahar Dadashova, and Minh Le. Use of Roundabouts and Innovative Intersection Designs at High-Speed Intersections in Texas [Project Summary]. Report no. 0-7036. Texas A&M Transportation Institute, 2022. https://rosap.ntl.bts.gov/view/dot/72317.
Brewer, Marcus A., et al. Use of Roundabouts and Innovative Intersection Designs at High-Speed Intersections in Texas [Project Summary]. Texas A&M Transportation Institute, 2022, Report no. 0-7036, ROSA P. https://rosap.ntl.bts.gov/view/dot/72317.
This research was conducted to evaluate the performance of three commercially available BFRP rebar products and their individual raw material components, before and after exposure to nine different aggressive environments at 60°C for 300d and 600d, to development acceptance criteria specifically for basalt-based fiber reinforced polymer (BFRP) rein
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Kampmann, R., Tang, Y., Telikapalli, S., & Hoque, S. S. (2022). BFRP Rebar Characterization and Performance: Testing Protocol and Material Specifications for Basalt Fiber Reinforced Polymer Bars (Report No. BE694). Florida. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/70388
Kampmann, Raphael, Youneng Tang, Srichand Telikapalli, and Sarajeen Saima Hoque. BFRP Rebar Characterization and Performance: Testing Protocol and Material Specifications for Basalt Fiber Reinforced Polymer Bars. Report no. BE694. Florida. Department of Transportation, 2022. https://rosap.ntl.bts.gov/view/dot/70388.
Kampmann, Raphael, et al. BFRP Rebar Characterization and Performance: Testing Protocol and Material Specifications for Basalt Fiber Reinforced Polymer Bars. Florida. Department of Transportation, 2022, Report no. BE694, ROSA P. https://rosap.ntl.bts.gov/view/dot/70388.
The research team (PA) will (1) identify state-of-the-art stated preference (SP) techniques, (2) develop a guidebook that explains the factors to consider when designing an integrated revealed preference (RP)-SP survey, (3) recommend to TxDOT the SP components that may be appended to existing surveys to enhance their use for long-term travel foreca
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Bhat, C., Asmussen, K., Macias, L., & Mondal, A. (2022). Integration of Stated Preference and Revealed Preference Methods in Regional Travel Survey Programs: Workshop (Report No. 0-7054-P4). University of Texas at Austin. Center for Transportation Research. https://rosap.ntl.bts.gov/view/dot/64676
Bhat, Chandra, Katherine Asmussen, Lisa Macias, and Aupal Mondal. Integration of Stated Preference and Revealed Preference Methods in Regional Travel Survey Programs: Workshop. Report no. 0-7054-P4. University of Texas at Austin. Center for Transportation Research, 2022. https://rosap.ntl.bts.gov/view/dot/64676.
Bhat, Chandra, et al. Integration of Stated Preference and Revealed Preference Methods in Regional Travel Survey Programs: Workshop. University of Texas at Austin. Center for Transportation Research, 2022, Report no. 0-7054-P4, ROSA P. https://rosap.ntl.bts.gov/view/dot/64676.
This research effort aims to improve pavement patching practices in Iowa by identifying best practices used for portland cement concrete (PCC) pavement repairs in the upper Midwestern United States and by developing guidelines and tools for improved materials selection, repair installation, and quality assurance and quality control (QA/QC) of full-
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Nelson, T. D., Pham, L. T., ElBatanouny, M. K., Wagner, E. I., & Deno, D. W. (2022). Improving Concrete Patching Practices on Iowa Roadways (Report No. TR-731;WJE No. 2017.3375). Iowa Highway Research Board. https://rosap.ntl.bts.gov/view/dot/79702
Nelson, Todd D., Le T. Pham, Mohamed K. ElBatanouny, Elizabeth I. Wagner, and Douglas W Deno. Improving Concrete Patching Practices on Iowa Roadways. Report no. TR-731;WJE No. 2017.3375. Iowa Highway Research Board, 2022. https://rosap.ntl.bts.gov/view/dot/79702.
Nelson, Todd D., et al. Improving Concrete Patching Practices on Iowa Roadways. Iowa Highway Research Board, 2022, Report no. TR-731;WJE No. 2017.3375, ROSA P. https://rosap.ntl.bts.gov/view/dot/79702.
Recent state legislation addresses California’s housing affordability crisis by encouraging new development in transit accessible and/or jobs-rich areas. But policymakers lack key information about the effects of laws and plans on developers’ decisions about whether and where to build housing, and factors contributing to delays in receiving governm
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Marantz, N. J., Houston, D., Kim, J. H., Lee, N., O’Neill, M., Biber, E., & Gualco-Nelson, G. (2022). Factors Affecting Development Decisions and Construction Delay of Housing in Transit-Accessible and Jobs-Rich Areas in California (Report No. UC-ITS-2021-37). University of California Institute of Transportation Studies. https://doi.org/10.7922/G2ZG6QKD
Marantz, Nicholas J, Douglas Houston, Jae Hong Kim, Narae Lee, Moira O’Neill, Eric Biber, and Giulia Gualco-Nelson. Factors Affecting Development Decisions and Construction Delay of Housing in Transit-Accessible and Jobs-Rich Areas in California. Report no. UC-ITS-2021-37. University of California Institute of Transportation Studies, 2022. https://doi.org/10.7922/G2ZG6QKD.
Marantz, Nicholas J, et al. Factors Affecting Development Decisions and Construction Delay of Housing in Transit-Accessible and Jobs-Rich Areas in California. University of California Institute of Transportation Studies, 2022, Report no. UC-ITS-2021-37, ROSA P. https://doi.org/10.7922/G2ZG6QKD.
Double notch alloy steel breakaway couplings have sustained numerous fatigue failures during their service life in Illinois. This report is an in-depth analysis of breakaway couplings that ruptured, resulting in collapse of a light pole falling across a 55-mph expressway. Pole was fortunately cleared away by maintenance before any collisions occurr
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Hahin, C. (2022). Fatigue Life of Double Notch Alloy Steel Breakaway Couplings (Report No. PRR Number 176). Illinois. Dept. of Transportation. Bureau of Research. https://rosap.ntl.bts.gov/view/dot/87572
Hahin, Christopher. Fatigue Life of Double Notch Alloy Steel Breakaway Couplings. Report no. PRR Number 176. Illinois. Dept. of Transportation. Bureau of Research, 2022. https://rosap.ntl.bts.gov/view/dot/87572.
Hahin, Christopher Fatigue Life of Double Notch Alloy Steel Breakaway Couplings. Illinois. Dept. of Transportation. Bureau of Research, 2022, Report no. PRR Number 176, ROSA P. https://rosap.ntl.bts.gov/view/dot/87572.
The central theme of this study is to identify strength-stiffness correlations for chemically treated subgrade soils in Indiana. This was done by conducting Unconfined Compression (UC) Tests and Resilient Modulus Tests for soils collected at three different sites—US-31, SR-37, and I-65. At each site, soil samples were obtained from 11 locations at
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Shivakumar, P., Gupta, K., Bobet, A., Shin, B., & Becker, P. J. (2022). Estimating Strength From Stiffness for Chemically Treated Soils (Report No. FHWA/IN/JTRP-2022/20). Purdue University. Joint Transportation Research Program. https://doi.org/10.5703/1288284317383
Shivakumar, Pranavkumar, Kanika Gupta, Antonio Bobet, Boonam Shin, and Peter J. Becker. Estimating Strength From Stiffness for Chemically Treated Soils. Report no. FHWA/IN/JTRP-2022/20. Purdue University. Joint Transportation Research Program, 2022. https://doi.org/10.5703/1288284317383.
Shivakumar, Pranavkumar, et al. Estimating Strength From Stiffness for Chemically Treated Soils. Purdue University. Joint Transportation Research Program, 2022, Report no. FHWA/IN/JTRP-2022/20, ROSA P. https://doi.org/10.5703/1288284317383.
Pumping is one of the major factors contributing to pavement failures, which reduces the pavement life, affects road safety, and increases maintenance costs. Existing methods that are used as drainage systems can drain gravitational (free) water undersaturated conditions but not the capillary water under an unsaturated condition. The objective of t
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Galinmoghadam, J., & Zhang, X. (2022). Performance of Wicking Geotextile (H2Ri) To Mitigate Pavement Pumping – Phase 2 (Report No. cmr 22-008). Missouri. Department of Transportation. Construction and Materials Division. https://rosap.ntl.bts.gov/view/dot/63362
Galinmoghadam, Javad and Xiong Zhang. Performance of Wicking Geotextile (H2Ri) To Mitigate Pavement Pumping – Phase 2. Report no. cmr 22-008. Missouri. Department of Transportation. Construction and Materials Division, 2022. https://rosap.ntl.bts.gov/view/dot/63362.
Galinmoghadam, Javad, and Xiong Zhang Performance of Wicking Geotextile (H2Ri) To Mitigate Pavement Pumping – Phase 2. Missouri. Department of Transportation. Construction and Materials Division, 2022, Report no. cmr 22-008, ROSA P. https://rosap.ntl.bts.gov/view/dot/63362.
In an effort to understand and decrease alcohol-impaired driving as a primary collision factor In California, the research team designed an evaluation plan for California Senate Bill 1046 and its focus on ignition interlock devices as a sentence for Driving Under Influence offense. This plan will evaluate whether Senate Bill 1046 affected the Drivi
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Chierichetti, M., Moghadam, A., & Davoudi, F. (2022). Design of an Evaluation Plan for Senate Bill 1046 (Report No. 22-28). San Jose State University. College of Business. Mineta Transportation Institute. https://doi.org/10.31979/mti.2022.2209
Chierichetti, Maria, Armin Moghadam, and Fatemeh Davoudi. Design of an Evaluation Plan for Senate Bill 1046. Report no. 22-28. San Jose State University. College of Business. Mineta Transportation Institute, 2022. https://doi.org/10.31979/mti.2022.2209.
Chierichetti, Maria, et al. Design of an Evaluation Plan for Senate Bill 1046. San Jose State University. College of Business. Mineta Transportation Institute, 2022, Report no. 22-28, ROSA P. https://doi.org/10.31979/mti.2022.2209.
The Ohio Department of Transportation (ODOT) wishes to develop a design method for drilled shaft foundations of noise barriers, using the software program LPILE. To accomplish this task, the research team performed the following activities: 1) Determine appropriate design loads and design criteria, 2) Review and evaluate soil strength correlations
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Narsavage, P. (2022). Division of Engineering Services Research On-Call Agreement #34652. Task #6, Noise Barrier Foundation Design (Report No. FHWA/OH-2022-19). Ohio. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/72880
Narsavage, Peter. Division of Engineering Services Research On-Call Agreement #34652. Task #6, Noise Barrier Foundation Design. Report no. FHWA/OH-2022-19. Ohio. Department of Transportation, 2022. https://rosap.ntl.bts.gov/view/dot/72880.
Narsavage, Peter Division of Engineering Services Research On-Call Agreement #34652. Task #6, Noise Barrier Foundation Design. Ohio. Department of Transportation, 2022, Report no. FHWA/OH-2022-19, ROSA P. https://rosap.ntl.bts.gov/view/dot/72880.
There are many methods for engaging experts in interactive groups to explore, clarify, and/or decide on various issues. In an investigation of possible future transportation and land use scenarios for California, we used techniques common to several methods and developed our own variation, a “hybrid policy Delphi,” for use with a panel of 18 expert
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Gahbauer, J., Wasserman, J. L., Matute, J., Gutierrez, A. R., & Taylor, B. D. (2022). Employing a Modified Delphi Approach To Explore Scenarios for California’s Transportation and Land Use Future (Report No. UC-ITS-RIMI-4B-02). University of California Institute of Transportation Studies. https://doi.org/10.17610/t6r018
Gahbauer, John, Jacob L. Wasserman, Juan Matute, Alejandra Rios Gutierrez, and Brian D. Taylor. Employing a Modified Delphi Approach To Explore Scenarios for California’s Transportation and Land Use Future. Report no. UC-ITS-RIMI-4B-02. University of California Institute of Transportation Studies, 2022. https://doi.org/10.17610/t6r018.
Gahbauer, John, et al. Employing a Modified Delphi Approach To Explore Scenarios for California’s Transportation and Land Use Future. University of California Institute of Transportation Studies, 2022, Report no. UC-ITS-RIMI-4B-02, ROSA P. https://doi.org/10.17610/t6r018.
This report assesses the application of multimodal performance measures and indicators in WSDOT’s design process. It characterizes the “state of the knowledge” as reflected in the scholarly research on how best to achieve multimodal goals in projects. It characterizes the “state of the practice” by reviewing the design manuals, guidebooks, and hand
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Arabkhedri, B., Malarkey, D., Tu, Y., & MacKenzie, D. (2022). Assessing and Improving the Application of Multimodal Performance Measures in WSDOT Projects (Report No. WA-RD 917.1). Washington State Transportation Center. https://rosap.ntl.bts.gov/view/dot/82183
Arabkhedri, Borna, Daniel Malarkey, Yuanjie Tu, and Don MacKenzie. Assessing and Improving the Application of Multimodal Performance Measures in WSDOT Projects. Report no. WA-RD 917.1. Washington State Transportation Center, 2022. https://rosap.ntl.bts.gov/view/dot/82183.
Arabkhedri, Borna, et al. Assessing and Improving the Application of Multimodal Performance Measures in WSDOT Projects. Washington State Transportation Center, 2022, Report no. WA-RD 917.1, ROSA P. https://rosap.ntl.bts.gov/view/dot/82183.
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., Sunkari, S., Turner, S., Higgins, L., Fitzpatrick, K., Pratt, M., Gick, B., & Charara, H. (2022). Automated and Connected Vehicle (AV/CV) Test Bed To Improve Transit, Bicycle, and Pedestrian Safety Phase III: Technical Report (Report No. FHWA/TX-22/0-6875-03-R1). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/64269
Turnbull, Katherine F., Srinivasa Sunkari, Shawn Turner, Laura Higgins, Kay Fitzpatrick, Mike Pratt, Brittney Gick, and Hassan Charara. Automated and Connected Vehicle (AV/CV) Test Bed To Improve Transit, Bicycle, and Pedestrian Safety Phase III: Technical Report. Report no. FHWA/TX-22/0-6875-03-R1. Texas A&M Transportation Institute, 2022. https://rosap.ntl.bts.gov/view/dot/64269.
Turnbull, Katherine F., et al. Automated and Connected Vehicle (AV/CV) Test Bed To Improve Transit, Bicycle, and Pedestrian Safety Phase III: Technical Report. Texas A&M Transportation Institute, 2022, Report no. FHWA/TX-22/0-6875-03-R1, ROSA P. https://rosap.ntl.bts.gov/view/dot/64269.
The major goal of this research is to improve the conventional p-y analysis in the context of larger diameter drilled shafts. The conservative lateral response due to the absence of lateral resistance components in p-y analysis for larger diameter shafts has been termed as ‘diameter effect’ in past research. To apply and evaluate the proposed unifi
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Motamed, R., Siddharthan, R. V., Sanders, D., & Bhuiyan, F. M. (2022). Lateral Analysis Guidelines for Drilled Shafts in Nevada Based on LRFD Framework (Report No. 608-17-803). Nevada Department of Transportation. https://rosap.ntl.bts.gov/view/dot/66368
Motamed, Ramin, Raj V. Siddharthan, David Sanders, and Fahim M. Bhuiyan. Lateral Analysis Guidelines for Drilled Shafts in Nevada Based on LRFD Framework. Report no. 608-17-803. Nevada Department of Transportation, 2022. https://rosap.ntl.bts.gov/view/dot/66368.
Motamed, Ramin, et al. Lateral Analysis Guidelines for Drilled Shafts in Nevada Based on LRFD Framework. Nevada Department of Transportation, 2022, Report no. 608-17-803, ROSA P. https://rosap.ntl.bts.gov/view/dot/66368.
A framework is described to aid government and private entities in exploring the impacts of electrified aviation technology on the aviation ecosystem and to plan grid and charging infrastructure development at airports in preparation to support electrified aviation. Exploratory analyses are conducted to forecast the deployment and adoption of elect
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Christensen, C., Christensen, D., Dahl, D., Hall, S., Koch, D., Payne, T., Champlain, K., Morgan, J., Song, Z., & Zane, R. (2022). Electrification Plan for State of Utah Airport Infrastructure (Report No. UT- 22.12). Utah. Dept. of Transportation. Division of Research. https://rosap.ntl.bts.gov/view/dot/63158
Christensen, Carsten, David Christensen, Dallin Dahl, Steven Hall, David Koch, Thomas Payne, Kamie Champlain, Jackson Morgan, Ziqi Song, and Regan Zane. Electrification Plan for State of Utah Airport Infrastructure. Report no. UT- 22.12. Utah. Dept. of Transportation. Division of Research, 2022. https://rosap.ntl.bts.gov/view/dot/63158.
Christensen, Carsten, et al. Electrification Plan for State of Utah Airport Infrastructure. Utah. Dept. of Transportation. Division of Research, 2022, Report no. UT- 22.12, ROSA P. https://rosap.ntl.bts.gov/view/dot/63158.
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