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.
Bike boxes provide a designated space for bicyclists to gather at the front of a traffic queue, to improve bicyclist visibility and predictability. This project studied the effectiveness of bike boxes in Massachusetts by investigating motorist and bicyclist behaviors and the effects of bike box design. The study included a comprehensive inventory,
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Christofa, E., Ai, C., Deliali, A., Tainter, F., Cesic, L., Hannon, T., & Kostopoulou, E. (2021). Effectiveness of Bike Boxes in Massachusetts (Report No. 21-021). Massachusetts. Dept. of Transportation. Office of Transportation Planning. https://rosap.ntl.bts.gov/view/dot/59908
Christofa, Eleni, Chengbo Ai, Aikaterini Deliali, Francis Tainter, Leila Cesic, Thomas Hannon, and Efthymia Kostopoulou. Effectiveness of Bike Boxes in Massachusetts. Report no. 21-021. Massachusetts. Dept. of Transportation. Office of Transportation Planning, 2021. https://rosap.ntl.bts.gov/view/dot/59908.
Christofa, Eleni, et al. Effectiveness of Bike Boxes in Massachusetts. Massachusetts. Dept. of Transportation. Office of Transportation Planning, 2021, Report no. 21-021, ROSA P. https://rosap.ntl.bts.gov/view/dot/59908.
Fly ash is a by-product of coal combustion, made up of particles that are collected through various methods. This by-product has been used successfully as a partial Portland cement replacement in concrete, but the performance predictions of fly ash in concrete have been difficult to predict, especially at high fly ash replacement rates. This study
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Ley, M. T., Lloyd, Z., Kang, S., & Cook, D. (2021). Concrete Pavement Mixtures With High Supplementary Cementitious Materials Content: Volume 3 (Report No. FHWA-ICT-21-027). Illinois Center for Transportation. https://doi.org/10.36501/0197-9191/21-032
Ley, M Tyler, Zane Lloyd, Shinhyu Kang, and Dan Cook. Concrete Pavement Mixtures With High Supplementary Cementitious Materials Content: Volume 3. Report no. FHWA-ICT-21-027. Illinois Center for Transportation, 2021. https://doi.org/10.36501/0197-9191/21-032.
Ley, M Tyler, et al. Concrete Pavement Mixtures With High Supplementary Cementitious Materials Content: Volume 3. Illinois Center for Transportation, 2021, Report no. FHWA-ICT-21-027, ROSA P. https://doi.org/10.36501/0197-9191/21-032.
The use of recycled materials promotes sustainability in roadway construction by reducing the consumption of energy and emission of greenhouse gases associated with mining and the production of virgin aggregate (VA). Recycled asphalt pavement (RAP) and recycled concrete aggregate (RCA) have comparable characteristics to VA that have been used in ro
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Cetin, B., Gheibi, I., Edil, T. B., Hatipoglu, M., & Coban, H. S. (2021). Improve Material Inputs into Mechanistic Design Properties for Reclaimed HMA & Recycled Concrete Aggregate (RCA) Roadways (Report No. NRRA202105). Minnesota. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/57583
Cetin, Bora, Ida Gheibi, Tuncer B. Edil, Mustafa Hatipoglu, and Haluk Sinan Coban. Improve Material Inputs into Mechanistic Design Properties for Reclaimed HMA & Recycled Concrete Aggregate (RCA) Roadways. Report no. NRRA202105. Minnesota. Department of Transportation, 2021. https://rosap.ntl.bts.gov/view/dot/57583.
Cetin, Bora, et al. Improve Material Inputs into Mechanistic Design Properties for Reclaimed HMA & Recycled Concrete Aggregate (RCA) Roadways. Minnesota. Department of Transportation, 2021, Report no. NRRA202105, ROSA P. https://rosap.ntl.bts.gov/view/dot/57583.
The research objective is to investigate the MASH crashworthiness of the DOTD ramp closure gate through computer simulation. Using the current DOTD gate system as a model, this project will evaluate the design according to MASH test numbers 60, 61, and 62 criteria.
Kiani, M., Rupnow, T., & Alaywan, W. R. (2021). Investigating and Developing a Mash Compliant Contraflow Ramp Closure Gate: Research Project Capsule [21–1ST] (Report No. 22-1ST). Louisiana Transportation Research Center. https://rosap.ntl.bts.gov/view/dot/58869
Kiani, Maysam, Tyson Rupnow, and Walid R. Alaywan. Investigating and Developing a Mash Compliant Contraflow Ramp Closure Gate: Research Project Capsule [21–1ST]. Report no. 22-1ST. Louisiana Transportation Research Center, 2021. https://rosap.ntl.bts.gov/view/dot/58869.
Kiani, Maysam, et al. Investigating and Developing a Mash Compliant Contraflow Ramp Closure Gate: Research Project Capsule [21–1ST]. Louisiana Transportation Research Center, 2021, Report no. 22-1ST, ROSA P. https://rosap.ntl.bts.gov/view/dot/58869.
While the fundamentals of horizontal directional drilling (HDD) technology are well known, the implementation of HDD involves utilizing a vast range of equipment and installation procedures. This project developed HDD guidance documents to provide the Illinois Department of Transportation with metrics to evaluate a proposed HDD installation. This r
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Hashash, Y. M. A., Baltaji, O., Xing, G., & Liang, Y. (2021). Development of Guidelines for Implementation of Horizontal Directional Drilling (Report No. FHWA-ICT-21-022;ICT-21-027;UILU-2021-2027). Illinois Center for Transportation. https://doi.org/10.36501/0197-9191/21-027
Hashash, Youssef M. A, Omar Baltaji, Guangchao Xing, and Yongxi Liang. Development of Guidelines for Implementation of Horizontal Directional Drilling. Report no. FHWA-ICT-21-022;ICT-21-027;UILU-2021-2027. Illinois Center for Transportation, 2021. https://doi.org/10.36501/0197-9191/21-027.
Hashash, Youssef M. A, et al. Development of Guidelines for Implementation of Horizontal Directional Drilling. Illinois Center for Transportation, 2021, Report no. FHWA-ICT-21-022;ICT-21-027;UILU-2021-2027, ROSA P. https://doi.org/10.36501/0197-9191/21-027.
This report details a number of proposed improvements in the Georgia Statewide Travel Demand Model (GSTDM) using the 2017 National Household Travel Survey (NHTS) and its Georgia add-on portion. These improvements include (1) the development of a vehicle ownership model and a time-of-day segmentation, (2) estimating and evaluating a destination choi
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Circella, G., Choi, S., Etezady, A., Widita, A., & Todd, K. (2021). Improvement of the Georgia Statewide Travel Demand Model (GSTDM) – Phase 2 (Report No. FHWA-GA-21-1808). Georgia. Dept. of Transporation. Office of Performance-Based Management and Research. https://rosap.ntl.bts.gov/view/dot/58519
Circella, Giovanni, Sungtaek Choi, Ali Etezady, Alyas Widita, and Kara Todd. Improvement of the Georgia Statewide Travel Demand Model (GSTDM) – Phase 2. Report no. FHWA-GA-21-1808. Georgia. Dept. of Transporation. Office of Performance-Based Management and Research, 2021. https://rosap.ntl.bts.gov/view/dot/58519.
Circella, Giovanni, et al. Improvement of the Georgia Statewide Travel Demand Model (GSTDM) – Phase 2. Georgia. Dept. of Transporation. Office of Performance-Based Management and Research, 2021, Report no. FHWA-GA-21-1808, ROSA P. https://rosap.ntl.bts.gov/view/dot/58519.
As part of the City of Riverside’s Smart-City initiative, UC Riverside researchers have developed an Innovation Corridor testbed for enabling shared electric connected and automated transportation research. This Innovation Corridor testbed is located in Riverside California, and consists of a six-mile section of University Avenue between the UC Riv
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Oswald, D., Hao, P., Williams, N., & Barth, M. (2021). Development of an Innovation Corridor Testbed for Shared Electric Connected and Automated Transportation (Report No. NCST-UCR-RR-21-20). National Center for Sustainable Transportation (NCST) (UTC). https://doi.org/10.7922/G21C1V6T
Oswald, David, Peng Hao, Nigel Williams, and Matthew Barth. Development of an Innovation Corridor Testbed for Shared Electric Connected and Automated Transportation. Report no. NCST-UCR-RR-21-20. National Center for Sustainable Transportation (NCST) (UTC), 2021. https://doi.org/10.7922/G21C1V6T.
Oswald, David, et al. Development of an Innovation Corridor Testbed for Shared Electric Connected and Automated Transportation. National Center for Sustainable Transportation (NCST) (UTC), 2021, Report no. NCST-UCR-RR-21-20, ROSA P. https://doi.org/10.7922/G21C1V6T.
Zhu, J., Ren, Z., & Chowdhury, S. (2021). Disaster Resilience through Diverse Evacuation and Emergency Transportation Systems (Report No. 2020 Project 11;CAMMSE-UNCC-2020-UTC-Project-11). University of North Carolina at Charlotte. Center for Advanced Multimodal Mobility Solutions and Education. https://rosap.ntl.bts.gov/view/dot/58266
Zhu, Jin, Zheng Ren, and Sudipta Chowdhury. Disaster Resilience through Diverse Evacuation and Emergency Transportation Systems. Report no. 2020 Project 11;CAMMSE-UNCC-2020-UTC-Project-11. University of North Carolina at Charlotte. Center for Advanced Multimodal Mobility Solutions and Education, 2021. https://rosap.ntl.bts.gov/view/dot/58266.
Zhu, Jin, et al. Disaster Resilience through Diverse Evacuation and Emergency Transportation Systems. University of North Carolina at Charlotte. Center for Advanced Multimodal Mobility Solutions and Education, 2021, Report no. 2020 Project 11;CAMMSE-UNCC-2020-UTC-Project-11, ROSA P. https://rosap.ntl.bts.gov/view/dot/58266.
In 2012, the Kentucky Transportation Cabinet’s (KYTC) Division of Motor Carriers (DMC) issued 98,196 overweight or over-dimensional (OW/OD) permits. To determine whether a route can accommodate an OW/OD vehicle, analysts must have current and accurate data on construction schedules, road conditions, and detour routes, among other factors. This stud
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Kissick, J., Pigman, J., & Walton, J. (2021). Improving Overweight and Over-Dimensional Logistics and Truck Routing (Report No. KTC-18-09/SPR17-534-1F). University of Kentucky Transportation Center. https://doi.org/10.13023/ktc.rr.2018.09
Kissick, Jerry, Jerry Pigman, and Jennifer Walton. Improving Overweight and Over-Dimensional Logistics and Truck Routing. Report no. KTC-18-09/SPR17-534-1F. University of Kentucky Transportation Center, 2021. https://doi.org/10.13023/ktc.rr.2018.09.
Kissick, Jerry, et al. Improving Overweight and Over-Dimensional Logistics and Truck Routing. University of Kentucky Transportation Center, 2021, Report no. KTC-18-09/SPR17-534-1F, ROSA P. https://doi.org/10.13023/ktc.rr.2018.09.
This report assesses equity work within transportation in California by analyzing the expert perspectives of transportation professionals who also identify as Black or people of color. 28 professionals from across the state were interviewed. Many interviewees work on transportation equity as part of their central job function. Interviews were trans
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McCullough, S. R., & Erasmus, S. (2021). Assessing the Impact of Equity Work in Transportation (Report No. PSR-19-42 TO-021). Pacific Southwest Region University Transportation Center (UTC). https://doi.org/10.7922/G2154FBQ
McCullough, Sarah Rebolloso and Sequoia Erasmus. Assessing the Impact of Equity Work in Transportation. Report no. PSR-19-42 TO-021. Pacific Southwest Region University Transportation Center (UTC), 2021. https://doi.org/10.7922/G2154FBQ.
McCullough, Sarah Rebolloso, and Sequoia Erasmus Assessing the Impact of Equity Work in Transportation. Pacific Southwest Region University Transportation Center (UTC), 2021, Report no. PSR-19-42 TO-021, ROSA P. https://doi.org/10.7922/G2154FBQ.
Narrated Slideshow Presentation: A Cerebral Blood Flow Based Computer Model of Gz-Induced Effects, presented at 91st AsMA Annual Scientific Meeting, Denver, CO, United States. Describes software model (the Civil Aerospace Medical Institute G-Effects Model [CGEM]) based on physical and physiological variables related to inflight tissue resupply, usi
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Copeland, K., & Whinnery, J. E. (2021). CGEM: A Cerebral Blood Flow Based Computer Model of Gz-Induced Effects. United States. Department of Transportation. Federal Aviation Administration. Office of Aviation. Civil Aerospace Medical Institute. https://doi.org/10.21949/1528555
Copeland, Kyle and James E. Whinnery. CGEM: A Cerebral Blood Flow Based Computer Model of Gz-Induced Effects. United States. Department of Transportation. Federal Aviation Administration. Office of Aviation. Civil Aerospace Medical Institute, 2021. https://doi.org/10.21949/1528555.
Copeland, Kyle, and James E. Whinnery CGEM: A Cerebral Blood Flow Based Computer Model of Gz-Induced Effects. United States. Department of Transportation. Federal Aviation Administration. Office of Aviation. Civil Aerospace Medical Institute, 2021, ROSA P. https://doi.org/10.21949/1528555.
The Cascadia Subduction Zone (CSZ) earthquake threatens bridges across the Pacific Northwest. Damage is expected to be geographically spread throughout the region and will have a nearly simultaneous impact on transportation through several important corridors. While bridge repair and replacement will ultimately be needed, priority will be placed on
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Murtuz, A. K. M. G., Dusicka, P., Palnikov, I., & Norton, G. (2021). Resilient and Rapid Repair Measures for Seismically Vulnerable Bridges Following Major Earthquakes (Report No. FHWA-OR-RD-22-07, Project SPR 816). Oregon Department of Transportation. Research Section. https://rosap.ntl.bts.gov/view/dot/60305
Murtuz, A K M Golam, Peter Dusicka, Ilya Palnikov, and Gregory Norton. Resilient and Rapid Repair Measures for Seismically Vulnerable Bridges Following Major Earthquakes. Report no. FHWA-OR-RD-22-07, Project SPR 816. Oregon Department of Transportation. Research Section, 2021. https://rosap.ntl.bts.gov/view/dot/60305.
Murtuz, A K M Golam, et al. Resilient and Rapid Repair Measures for Seismically Vulnerable Bridges Following Major Earthquakes. Oregon Department of Transportation. Research Section, 2021, Report no. FHWA-OR-RD-22-07, Project SPR 816, ROSA P. https://rosap.ntl.bts.gov/view/dot/60305.
This project involved the development of a COVID-19 Risk-mitigating Vehicle Design (CRVD) typology to summarize and analyze the wide variety of vehicle design strategies that have been implemented or suggested to reduce the risk of COVID-19 transmission among workers and passengers in shared and pooled vehicles. Public transit and shared mobility s
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Sanguinetti, A., DePew, A., Hirschfelt, K., Ross, C., Khoe, E., & Ferguson, B. (2021). Pooled and Shared Travel in the Wake of the Pandemic: An Inventory and User and Expert Assessments of Vehicle Design Strategies to Mitigate Risk of Disease Transmission (Report No. UC-ITS-2020-06a, UCD-ITS-RR-21-48). University of California, Davis. Institute of Transportation Studies. https://doi.org/10.7922/G23X84XB
Sanguinetti, Angela, Ashley DePew, Kate Hirschfelt, Cindy Ross, Ethan Khoe, and Beth Ferguson. Pooled and Shared Travel in the Wake of the Pandemic: An Inventory and User and Expert Assessments of Vehicle Design Strategies to Mitigate Risk of Disease Transmission. Report no. UC-ITS-2020-06a, UCD-ITS-RR-21-48. University of California, Davis. Institute of Transportation Studies, 2021. https://doi.org/10.7922/G23X84XB.
Sanguinetti, Angela, et al. Pooled and Shared Travel in the Wake of the Pandemic: An Inventory and User and Expert Assessments of Vehicle Design Strategies to Mitigate Risk of Disease Transmission. University of California, Davis. Institute of Transportation Studies, 2021, Report no. UC-ITS-2020-06a, UCD-ITS-RR-21-48, ROSA P. https://doi.org/10.7922/G23X84XB.
Road user costs (RUCs) quantify the inconveniences to road users resulting from ongoing construction projects. Although the concept of RUC has traditionally been associated with the life cycle cost analysis, its importance has increased in alternative contracting methods in recent years. Despite its importance, the Tennessee Department of Transport
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Shrestha, K. J., Uddin, M., & Adebiyi, J. (2021). Calculating Road User Cost for Specific Sections of Highway for Use in Alternative Contracting Project (Report No. RES2020-21). Tennessee. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/58641
Shrestha, K. Joseph, Moin Uddin, and Jeremiah Adebiyi. Calculating Road User Cost for Specific Sections of Highway for Use in Alternative Contracting Project. Report no. RES2020-21. Tennessee. Department of Transportation, 2021. https://rosap.ntl.bts.gov/view/dot/58641.
Shrestha, K. Joseph, et al. Calculating Road User Cost for Specific Sections of Highway for Use in Alternative Contracting Project. Tennessee. Department of Transportation, 2021, Report no. RES2020-21, ROSA P. https://rosap.ntl.bts.gov/view/dot/58641.
This project’s ultimate deliverable is a functional Vulnerable User Density Dashboard (https://mti.umd.edu/sdi) for the state of Maryland. The dashboard uses mobile device location data and electric scooter volume data to reflect pedestrian, bicycle, and electric scooter travel volumes and their exposure to roadway safety risk across all roadways i
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DatasetSupporting Files
Xiong, C., Mahmoudi, J., Luo, W., Yang, M., Zheng, J., & Delion, C. (2021). A Data-Driven Safety Dashboard Assessing Maryland Statewide Density Exposure of Pedestrians, Bicycles, and E-Scooters [supporting datasets]. Maryland Department of Transportation. State Highway Administration. https://rosap.ntl.bts.gov/view/dot/61320
Xiong, Chenfeng, Jina Mahmoudi, Weiyu Luo, Mofeng Yang, Jianyang Zheng, and Carole Delion. A Data-Driven Safety Dashboard Assessing Maryland Statewide Density Exposure of Pedestrians, Bicycles, and E-Scooters [supporting datasets]. Maryland Department of Transportation. State Highway Administration, 2021. https://rosap.ntl.bts.gov/view/dot/61320.
Xiong, Chenfeng, et al. A Data-Driven Safety Dashboard Assessing Maryland Statewide Density Exposure of Pedestrians, Bicycles, and E-Scooters [supporting datasets]. Maryland Department of Transportation. State Highway Administration, 2021, ROSA P. https://rosap.ntl.bts.gov/view/dot/61320.
Attaining uniform construction of the required specification quality serves to maximize pavement life and minimize life-cycle costs. Often, localized defects govern pavement life. This project evaluated technologies for rapidly verifying attainment of specification and material requirements during flexible base construction, during asphalt mixture
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Crockford, B., Gu, F., Im, S., Joshaghani, A., Liu, W., Luo, X., Lytton, B., Sebesta, S., Wilson, B., & Zollinger, D. (2021). Develop Rapid Quality Control and Assurance Technologies for Pavements: Phase I (Report No. FHWA/TX-16/0-6874-R1). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/60825
Crockford, Bill, Fan Gu, Soohyok Im, Alireza Joshaghani, Wenting Liu, Xue Luo, Bob Lytton, Stephen Sebesta, Bryan Wilson, and Dan Zollinger. Develop Rapid Quality Control and Assurance Technologies for Pavements: Phase I. Report no. FHWA/TX-16/0-6874-R1. Texas A&M Transportation Institute, 2021. https://rosap.ntl.bts.gov/view/dot/60825.
Crockford, Bill, et al. Develop Rapid Quality Control and Assurance Technologies for Pavements: Phase I. Texas A&M Transportation Institute, 2021, Report no. FHWA/TX-16/0-6874-R1, ROSA P. https://rosap.ntl.bts.gov/view/dot/60825.
There are significant problems during construction to establish an adequate foundation for fills and/or subgrade for pavements when the natural ground has low-bearing soils. Geosynthetics such as geogrids, geotextiles, and/or geocells could provide a less time-consuming, costly alternative for establishing an adequate foundation for the fill and/or
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Christoforidou, E., Bobet, A., Nantung, T., & Bourdeau, P. L. (2021). Use of Geosynthetics on Subgrade and on Low and Variable Fill Foundation (Report No. FHWA/IN/JTRP-2021/28). Purdue University. Joint Transportation Research Program. https://doi.org/10.5703/1288284317437
Christoforidou, Eirini, Antonio Bobet, Tommy Nantung, and Philippe L Bourdeau. Use of Geosynthetics on Subgrade and on Low and Variable Fill Foundation. Report no. FHWA/IN/JTRP-2021/28. Purdue University. Joint Transportation Research Program, 2021. https://doi.org/10.5703/1288284317437.
Christoforidou, Eirini, et al. Use of Geosynthetics on Subgrade and on Low and Variable Fill Foundation. Purdue University. Joint Transportation Research Program, 2021, Report no. FHWA/IN/JTRP-2021/28, ROSA P. https://doi.org/10.5703/1288284317437.
Azimi, M., Fayek, E. K., & Qi, Y. (2021). Analysis of Intermodal Vessel-to-Rail Connectivity (Report No. 2020 Project 14;CAMMSE-UNCC-2020-UTC-Project-14). University of North Carolina at Charlotte. Center for Advanced Multimodal Mobility Solutions and Education. https://rosap.ntl.bts.gov/view/dot/58269
Azimi, Mehdi, Enamul Karim Fayek, and Yi Qi. Analysis of Intermodal Vessel-to-Rail Connectivity. Report no. 2020 Project 14;CAMMSE-UNCC-2020-UTC-Project-14. University of North Carolina at Charlotte. Center for Advanced Multimodal Mobility Solutions and Education, 2021. https://rosap.ntl.bts.gov/view/dot/58269.
Azimi, Mehdi, et al. Analysis of Intermodal Vessel-to-Rail Connectivity. University of North Carolina at Charlotte. Center for Advanced Multimodal Mobility Solutions and Education, 2021, Report no. 2020 Project 14;CAMMSE-UNCC-2020-UTC-Project-14, ROSA P. https://rosap.ntl.bts.gov/view/dot/58269.
As transportation technology continues to evolve, Autonomous Vehicles (AV) have the potential to disrupt the way we travel and require adjustments to our traditional transportation operations mode choice models. As AV become more widely available and increase in market share, there are predictions that a significant portion of the AV fleet will be
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Mantri, S., Lownes, N., & Bergman, D. (2021). Prioritizing People - Mixed Equilibrium Assignment for AV Based on Occupancy (Report No. 2020 Project 09;CAMMSE-UNCC-2020-UTC-Project-09). University of North Carolina at Charlotte. Center for Advanced Multimodal Mobility Solutions and Education. https://rosap.ntl.bts.gov/view/dot/58264
Mantri, Sruthi, Nicholas Lownes, and David Bergman. Prioritizing People - Mixed Equilibrium Assignment for AV Based on Occupancy. Report no. 2020 Project 09;CAMMSE-UNCC-2020-UTC-Project-09. University of North Carolina at Charlotte. Center for Advanced Multimodal Mobility Solutions and Education, 2021. https://rosap.ntl.bts.gov/view/dot/58264.
Mantri, Sruthi, et al. Prioritizing People - Mixed Equilibrium Assignment for AV Based on Occupancy. University of North Carolina at Charlotte. Center for Advanced Multimodal Mobility Solutions and Education, 2021, Report no. 2020 Project 09;CAMMSE-UNCC-2020-UTC-Project-09, ROSA P. https://rosap.ntl.bts.gov/view/dot/58264.
The scope of this research is to use commercially available ground penetrating radar (GPR) system and apply the developed methodologies to estimate the modulus of a base layer or estimate pavement layer composition values, including water content or asphalt content, density, percent air or porosity in the asphalt, concrete, base, and subgrade layer
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Lytton, R., Devadas, A., Saha, S., Deng, Y., & Luo, X. (2021). Test Procedure for Mechanics-Based Assessment of Flexible Base Quality (Report No. 0-6874-P1). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/60829
Lytton, Robert, Arvind Devadas, Sajib Saha, Yong Deng, and Xue Luo. Test Procedure for Mechanics-Based Assessment of Flexible Base Quality. Report no. 0-6874-P1. Texas A&M Transportation Institute, 2021. https://rosap.ntl.bts.gov/view/dot/60829.
Lytton, Robert, et al. Test Procedure for Mechanics-Based Assessment of Flexible Base Quality. Texas A&M Transportation Institute, 2021, Report no. 0-6874-P1, ROSA P. https://rosap.ntl.bts.gov/view/dot/60829.
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