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.
Invasive species can be detrimental to our communities and environment as they can cause economic or environmental harm, including harm to human, animal, or plant health. These species thrive in transportation corridors which can be used to spread into new areas. This project focused on mapping four invasive plant species common reed (Phragmites au
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Dobson, R. J., Brooks, C., Jenkins, A., Berger, S., Bilt, D. V., Cook, C., & Lowe, R. (2025). Identify Mapping Techniques of Invasive Plant Species Within the MDOT Right-of-Way (Report No. SPR-1759). Michigan Department of Transportation. Research Administration. https://rosap.ntl.bts.gov/view/dot/88715
Dobson, Richard J., Colin Brooks, Abby Jenkins, Sam Berger, Dorthea Vander Bilt, Chris Cook, and Rebecca Lowe. Identify Mapping Techniques of Invasive Plant Species Within the MDOT Right-of-Way. Report no. SPR-1759. Michigan Department of Transportation. Research Administration, 2025. https://rosap.ntl.bts.gov/view/dot/88715.
Dobson, Richard J., et al. Identify Mapping Techniques of Invasive Plant Species Within the MDOT Right-of-Way. Michigan Department of Transportation. Research Administration, 2025, Report no. SPR-1759, ROSA P. https://rosap.ntl.bts.gov/view/dot/88715.
This project, which focuses on the hydraulics and drainage geometry at curve transitions, proposes methods to predict where hydroplaning is likely to occur and presents mitigation strategies and recommendations to evaluate the proposed strategies. This study also investigated various design considerations the Kansas Department of Transportation (KD
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Alani, A., Roundy, J., & Kondyli, A. (2025). Mitigating Concentrated Sheet Flow of Water at Ends of Superelevated Curves [Technical Summary] (Report No. K-TRAN: KU-22-6). Kansas. Dept. of Transportation. Bureau of Research. https://rosap.ntl.bts.gov/view/dot/87448
Alani, Adam, Joshua Roundy, and Alexandra Kondyli. Mitigating Concentrated Sheet Flow of Water at Ends of Superelevated Curves [Technical Summary]. Report no. K-TRAN: KU-22-6. Kansas. Dept. of Transportation. Bureau of Research, 2025. https://rosap.ntl.bts.gov/view/dot/87448.
Alani, Adam, et al. Mitigating Concentrated Sheet Flow of Water at Ends of Superelevated Curves [Technical Summary]. Kansas. Dept. of Transportation. Bureau of Research, 2025, Report no. K-TRAN: KU-22-6, ROSA P. https://rosap.ntl.bts.gov/view/dot/87448.
This report presents a comprehensive analysis of the safety effectiveness of inside (left) shoulder widths on Georgia freeways, conducted as part of Georgia Department of Transportation (GDOT) Research Project 23-22. The study integrates six years (2018–2023) of traffic crash data, traffic volume data (annual average daily traffic [AADT] and truck
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Liu, J., Su, Y., Xu, N., Barnett, T. E., Jones, S., & Yang, J. J. (2025). Safety Effectiveness of Inside Shoulder Widths on Freeways in Georgia (Report No. FHWA-GA-25-2322). Georgia. Department of Transportation. Office of Performance-Based Management & Research. https://rosap.ntl.bts.gov/view/dot/87358
Liu, Jun, Yanfang Su, Ningzhe Xu, Timothy E. Barnett, Steven Jones, and Jidong J. Yang. Safety Effectiveness of Inside Shoulder Widths on Freeways in Georgia. Report no. FHWA-GA-25-2322. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2025. https://rosap.ntl.bts.gov/view/dot/87358.
Liu, Jun, et al. Safety Effectiveness of Inside Shoulder Widths on Freeways in Georgia. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2025, Report no. FHWA-GA-25-2322, ROSA P. https://rosap.ntl.bts.gov/view/dot/87358.
The Virginia Department of Transportation usually rehabilitates old concrete pavements with an asphalt overlay, making them composite pavements. In 2012, a portion of U.S. Route 58 west in Southampton, Virginia, received two additional treatment options: a bonded concrete overlay and an unbonded concrete overlay. Around the same time, the eastbound
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Hossain, M. S., Ozyildirim, C., & Nair, H. (2025). A Follow-Up Evaluation of the Concrete Pavements (U.S. 58) Rehabilitated in 2012. Virginia Transportation Research Council (VTRC). https://rosap.ntl.bts.gov/view/dot/87309
Hossain, M. Shabbir, Celik Ozyildirim, and Harikrishnan Nair. A Follow-Up Evaluation of the Concrete Pavements (U.S. 58) Rehabilitated in 2012. Virginia Transportation Research Council (VTRC), 2025. https://rosap.ntl.bts.gov/view/dot/87309.
Hossain, M. Shabbir, et al. A Follow-Up Evaluation of the Concrete Pavements (U.S. 58) Rehabilitated in 2012. Virginia Transportation Research Council (VTRC), 2025, ROSA P. https://rosap.ntl.bts.gov/view/dot/87309.
This study evaluated the safety performance of rural roundabouts in Kansas using before-and-after analysis and comparison group approaches. Study results showed that the anticipated number of injury and fatal crashes significantly decreased after the implementation of isolated rural roundabouts. The before-and-after analysis indicated a reduction o
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Roy, S. D., Schrock, S., & Kondyli, A. (2025). Evaluation of Safety Performance of Rural Roundabouts (Report No. K-TRAN: KU-23-4). Kansas. Dept. of Transportation. Bureau of Research. https://rosap.ntl.bts.gov/view/dot/87449
Roy, Shibasish Dutta, Steven Schrock, and Alexandra Kondyli. Evaluation of Safety Performance of Rural Roundabouts. Report no. K-TRAN: KU-23-4. Kansas. Dept. of Transportation. Bureau of Research, 2025. https://rosap.ntl.bts.gov/view/dot/87449.
Roy, Shibasish Dutta, et al. Evaluation of Safety Performance of Rural Roundabouts. Kansas. Dept. of Transportation. Bureau of Research, 2025, Report no. K-TRAN: KU-23-4, ROSA P. https://rosap.ntl.bts.gov/view/dot/87449.
This research evaluated compacted concrete pavement (CCP) constructed on a local road in Jerseyville, Illinois, and developed a future CCP mix based on a recently proposed roller-compacted concrete (RCC) mix design process using a gyratory compactor. The Jerseyville evaluation provided valuable insights into the batching, hauling, paving, compactin
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Roesler, J., Ouellet, J., Sakulneya, A., Pérez, J. C., & Bhardwaj, R. (2025). Field and Lab Evaluation of Compacted Concrete Pavement Mixtures (Report No. FHWA-ICT-25-010). Illinois Center for Transportation. https://doi.org/10.36501/0197-9191/25-010
Roesler, Jeffery, Jordan Ouellet, Apidej Sakulneya, Jesús Castro Pérez, and Richa Bhardwaj. Field and Lab Evaluation of Compacted Concrete Pavement Mixtures. Report no. FHWA-ICT-25-010. Illinois Center for Transportation, 2025. https://doi.org/10.36501/0197-9191/25-010.
Roesler, Jeffery, et al. Field and Lab Evaluation of Compacted Concrete Pavement Mixtures. Illinois Center for Transportation, 2025, Report no. FHWA-ICT-25-010, ROSA P. https://doi.org/10.36501/0197-9191/25-010.
The Montana Department of Transportation currently administers 295 interpretive markers along the state’s primary and secondary roads and in rest areas along interstates. Historically, travelers could stop to read the interpretive markers. Then, printable guidebooks were created, with some agencies still using these today. With contemporary technol
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Villwock-Witte, N., & Clouser, K. (2025). Bringing Montana’s History into the Future: Modernizing MDT’s Interpretive Marker System (Report No. FHWA/MT-25-003/10403-955). Montana. Department of Transportation. https://doi.org/10.21949/1529567
Villwock-Witte, Natalie and Karalyn Clouser. Bringing Montana’s History into the Future: Modernizing MDT’s Interpretive Marker System. Report no. FHWA/MT-25-003/10403-955. Montana. Department of Transportation, 2025. https://doi.org/10.21949/1529567.
Villwock-Witte, Natalie, and Karalyn Clouser Bringing Montana’s History into the Future: Modernizing MDT’s Interpretive Marker System. Montana. Department of Transportation, 2025, Report no. FHWA/MT-25-003/10403-955, ROSA P. https://doi.org/10.21949/1529567.
Incidents in interstate work zones can create challenges for incident management, especially when temporary traffic barriers and limited shoulder pull-off areas are present. This project identified best practices for incident management in interstate work zones, including strategies to provide for the detection, response, and clearance of incidents
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H., C. J. B. (2025). Incident Management in Interstate Work Zones (Report No. FHWA/VTRC 26-R13). Virginia Transportation Research Council (VTRC). https://rosap.ntl.bts.gov/view/dot/86974
H., Cottrell Jr Benjamin. Incident Management in Interstate Work Zones. Report no. FHWA/VTRC 26-R13. Virginia Transportation Research Council (VTRC), 2025. https://rosap.ntl.bts.gov/view/dot/86974.
H., Cottrell Jr Benjamin Incident Management in Interstate Work Zones. Virginia Transportation Research Council (VTRC), 2025, Report no. FHWA/VTRC 26-R13, ROSA P. https://rosap.ntl.bts.gov/view/dot/86974.
This volume is the second in a series. The other volume in the series is FHWA-GA-25-2217 Volume I. As Mechanically Stabilized Earth and Modular Block retaining walls age within Georgia's highway infrastructure, their stability and safety are critical concerns. Currently, unlike bridges, these retaining walls lack standardized inspection protocols,
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Maghiar, M., Maldonado, G. O., Nam, S., Ahmed, S., Hossain, M. M., & Lawal, C. (2025). Nondestructive/Noncontact Inspection Protocols and Technologies for Aging Mechanically Stabilized Earth and Modular Block Retaining Walls, Volume II (Report No. FHWA-GA-25-2217). Georgia. Department of Transportation. Office of Performance-Based Management & Research. https://rosap.ntl.bts.gov/view/dot/87527
Maghiar, Marcel, Gustavo O. Maldonado, Soonkie Nam, Shakil Ahmed, Md. Mehrab Hossain, and Charles Lawal. Nondestructive/Noncontact Inspection Protocols and Technologies for Aging Mechanically Stabilized Earth and Modular Block Retaining Walls, Volume II. Report no. FHWA-GA-25-2217. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2025. https://rosap.ntl.bts.gov/view/dot/87527.
Maghiar, Marcel, et al. Nondestructive/Noncontact Inspection Protocols and Technologies for Aging Mechanically Stabilized Earth and Modular Block Retaining Walls, Volume II. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2025, Report no. FHWA-GA-25-2217, ROSA P. https://rosap.ntl.bts.gov/view/dot/87527.
This study provides insights into the complexities of asphalt binder modifications and their impact on hot-mix asphalt (HMA)cracking potential. An experimental program was developed to assess the cracking potential of HMA from binder characteristics. Various binder types, including polymer-softener-modified binders, were considered. Rheological tes
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Al-Qadi, I. L., Sulaiman, A. O., Ali, U. M., Lang, H., & Mainieri, J. J. G. (2025). Using Advanced Binder Rheological Parameters to Predict Cracking Potential of Hot-Mix Asphalt Mixtures with Modified Binders (Report No. FHWA-ICT-25-011). Illinois Center for Transportation. https://doi.org/10.36501/0197-9191/25-011
Al-Qadi, Imad L., Abdulgafar O. Sulaiman, Uthman Mohamed Ali, Hong Lang, and Javier Jesus Garcia Mainieri. Using Advanced Binder Rheological Parameters to Predict Cracking Potential of Hot-Mix Asphalt Mixtures with Modified Binders. Report no. FHWA-ICT-25-011. Illinois Center for Transportation, 2025. https://doi.org/10.36501/0197-9191/25-011.
Al-Qadi, Imad L., et al. Using Advanced Binder Rheological Parameters to Predict Cracking Potential of Hot-Mix Asphalt Mixtures with Modified Binders. Illinois Center for Transportation, 2025, Report no. FHWA-ICT-25-011, ROSA P. https://doi.org/10.36501/0197-9191/25-011.
The primary goal of this study was to assess how rural roundabouts in Kansas impact roadway safety. The study utilized comparison groups and a before-and after study as well as a thorough benefit-cost analysis to determine the return on investment for roundabouts in rural areas. This research also aimed to assess crash frequency at rural roundabout
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Roy, S. D., Schrock, S., & Kondyli, A. (2025). Evaluation of Safety Performance of Rural Roundabouts [Technical Summary] (Report No. K-TRAN: KU-23-4). Kansas. Dept. of Transportation. Bureau of Research. https://rosap.ntl.bts.gov/view/dot/87450
Roy, Shibasish Dutta, Steven Schrock, and Alexandra Kondyli. Evaluation of Safety Performance of Rural Roundabouts [Technical Summary]. Report no. K-TRAN: KU-23-4. Kansas. Dept. of Transportation. Bureau of Research, 2025. https://rosap.ntl.bts.gov/view/dot/87450.
Roy, Shibasish Dutta, et al. Evaluation of Safety Performance of Rural Roundabouts [Technical Summary]. Kansas. Dept. of Transportation. Bureau of Research, 2025, Report no. K-TRAN: KU-23-4, ROSA P. https://rosap.ntl.bts.gov/view/dot/87450.
This research develops a quantitative framework to assess flood-related risks and resilience for Texas highways and bridges. The study reviewed current practices and gaps, applied GIS-based methods with statewide flood datasets, and evaluated exposure of pavements and bridges across multiple return periods and climate scenarios. Risk assessments qu
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Birt, A., Prozzi, J., Hong, F., Weissmann, J., Mostafavi, A., Ma, J., & Li, R. (2025). Systematic and Quantitative Approaches to Assess the Probability of Extreme Weather and Resilience Risks for TxDOT Highways and Bridges (Report No. FHWA/TX-25/0-7191-R1). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/88502
Birt, Andrew, Jorge Prozzi, Feng Hong, Jose Weissmann, Ali Mostafavi, Junwei Ma, and Ruohan Li. Systematic and Quantitative Approaches to Assess the Probability of Extreme Weather and Resilience Risks for TxDOT Highways and Bridges. Report no. FHWA/TX-25/0-7191-R1. Texas A&M Transportation Institute, 2025. https://rosap.ntl.bts.gov/view/dot/88502.
Birt, Andrew, et al. Systematic and Quantitative Approaches to Assess the Probability of Extreme Weather and Resilience Risks for TxDOT Highways and Bridges. Texas A&M Transportation Institute, 2025, Report no. FHWA/TX-25/0-7191-R1, ROSA P. https://rosap.ntl.bts.gov/view/dot/88502.
This study identifies equity challenges in current transportation payment systems, specifically for transit, parking, and vehicle tolls. The methodology included comprehensive literature reviews, an inventory of 49 global transit systems, seven case studies, and expert interviews to assess payment accessibility, technical rules, interoperability, a
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Mata, S., Hamilton, M., Huang, C., Gahbauer, J., & Matute, J. (2025). Equity in Transportation Payments: A Study for the California Department of Transportation (Report No. 65A1166-1). University of California, Los Angeles. Institute of Transportation Studies. https://rosap.ntl.bts.gov/view/dot/88149
Mata, Stacy, Madi Hamilton, Caleb Huang, John Gahbauer, and Juan Matute. Equity in Transportation Payments: A Study for the California Department of Transportation. Report no. 65A1166-1. University of California, Los Angeles. Institute of Transportation Studies, 2025. https://rosap.ntl.bts.gov/view/dot/88149.
Mata, Stacy, et al. Equity in Transportation Payments: A Study for the California Department of Transportation. University of California, Los Angeles. Institute of Transportation Studies, 2025, Report no. 65A1166-1, ROSA P. https://rosap.ntl.bts.gov/view/dot/88149.
Proactive management of geotechnical assets such as rock cut slopes along highways includes performing inventory and evaluating rockfall hazard ratings. Both activities are aimed at helping transportation agencies to proactively monitor and maintain rockfall prone rock cut slopes. Rock cut slope inventory involves locating rock cut slopes and colle
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Admassu, Y. (2025). Phase II: High Resolution Digital Elevation Models (DEMs) and Street-Level Imagery for Rock Cut Slope Inventory and Rockfall Hazard Rating (Report No. VTRC 26-R14). Virginia Transportation Research Council (VTRC). https://rosap.ntl.bts.gov/view/dot/86979
Admassu, Yonathan. Phase II: High Resolution Digital Elevation Models (DEMs) and Street-Level Imagery for Rock Cut Slope Inventory and Rockfall Hazard Rating. Report no. VTRC 26-R14. Virginia Transportation Research Council (VTRC), 2025. https://rosap.ntl.bts.gov/view/dot/86979.
Admassu, Yonathan Phase II: High Resolution Digital Elevation Models (DEMs) and Street-Level Imagery for Rock Cut Slope Inventory and Rockfall Hazard Rating. Virginia Transportation Research Council (VTRC), 2025, Report no. VTRC 26-R14, ROSA P. https://rosap.ntl.bts.gov/view/dot/86979.
One common form of costly bridge maintenance is repairing corroded steel beam ends under leaking joints. Recently, the University of Connecticut and the Connecticut Department of Transportation have developed a practical repair strategy in which shear studs are welded to undamaged sections of the corroded steel beam and then ultra-high-performance
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Provines, J. T., Sharifi, M., Ozyildirim, H. C., & Sharp, S. R. (2025). Modified Fiber Reinforced Concrete Repairs for Corroded Steel Beam Ends (Report No. VTRC 26-R15). Virginia Transportation Research Council (VTRC). https://rosap.ntl.bts.gov/view/dot/87306
Provines, Jason T., Mary Sharifi, H. Celik Ozyildirim, and Stephen R. Sharp. Modified Fiber Reinforced Concrete Repairs for Corroded Steel Beam Ends. Report no. VTRC 26-R15. Virginia Transportation Research Council (VTRC), 2025. https://rosap.ntl.bts.gov/view/dot/87306.
Provines, Jason T., et al. Modified Fiber Reinforced Concrete Repairs for Corroded Steel Beam Ends. Virginia Transportation Research Council (VTRC), 2025, Report no. VTRC 26-R15, ROSA P. https://rosap.ntl.bts.gov/view/dot/87306.
Tabular and text data from fewer than 50 respondents were collected. The survey data was then exported from Qualtrics in CSV format. Forty-nine survey responses were then recorded in an Excel Spreadsheet, as Excel is a readily accessible file format for most users. The file size is 40 KB of data. No information about the respondents' names were inc
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Villwock-Witte, N., & Clouser, K. (2025). 2025 Bringing Montana’s History into the Future: Modernizing MDT’s Interpretive Marker System Data Management Plan. Montana. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/88081
Villwock-Witte, Natalie and Karalyn Clouser. 2025 Bringing Montana’s History into the Future: Modernizing MDT’s Interpretive Marker System Data Management Plan. Montana. Department of Transportation, 2025. https://rosap.ntl.bts.gov/view/dot/88081.
Villwock-Witte, Natalie, and Karalyn Clouser 2025 Bringing Montana’s History into the Future: Modernizing MDT’s Interpretive Marker System Data Management Plan. Montana. Department of Transportation, 2025, ROSA P. https://rosap.ntl.bts.gov/view/dot/88081.
This study develops guidance for public transit agencies in Los Angeles, California to better prepare for hazards and address challenges, including climate and safety concerns. Using a community-based participatory research methodology in partnership with the local non-profit organization Climate Resolve, we conducted three listening sessions with
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Pearce, J. M., & Borowski, E. (2025). Reimagining Transportation as a Social Service to Build Resilience and Support Community Power (Report No. 2024-31-4T). University of California Institute of Transportation Studies. https://doi.org/DOI:10.7922/G24Q7SCW
Pearce, Jeannine Marie and Elisa Borowski. Reimagining Transportation as a Social Service to Build Resilience and Support Community Power. Report no. 2024-31-4T. University of California Institute of Transportation Studies, 2025. https://doi.org/DOI:10.7922/G24Q7SCW.
Pearce, Jeannine Marie, and Elisa Borowski Reimagining Transportation as a Social Service to Build Resilience and Support Community Power. University of California Institute of Transportation Studies, 2025, Report no. 2024-31-4T, ROSA P. https://doi.org/DOI:10.7922/G24Q7SCW.
This study presents a comprehensive tool to accurately predict the remaining fatigue life of full-span overhead highway sign support structures subjected to a long and sustained wind fluctuation. Synthetic wind time-histories were developed by superimposing cosine waves over frequencies of 3–300 Hz and randomly generated phase angles. The Kaimal sp
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Al Shboul, K. W., & Rasheed, H. A. (2025). Non-Cantilever Fatigue Remaining-Life Simulation Software Using Probabilistic Wind Model for All Counties in Kansas (Report No. KS-25-01). Kansas. Dept. of Transportation. Bureau of Research. https://rosap.ntl.bts.gov/view/dot/87451
Al Shboul, Khalid W and Hayder A. Rasheed. Non-Cantilever Fatigue Remaining-Life Simulation Software Using Probabilistic Wind Model for All Counties in Kansas. Report no. KS-25-01. Kansas. Dept. of Transportation. Bureau of Research, 2025. https://rosap.ntl.bts.gov/view/dot/87451.
Al Shboul, Khalid W, and Hayder A. Rasheed Non-Cantilever Fatigue Remaining-Life Simulation Software Using Probabilistic Wind Model for All Counties in Kansas. Kansas. Dept. of Transportation. Bureau of Research, 2025, Report no. KS-25-01, ROSA P. https://rosap.ntl.bts.gov/view/dot/87451.
This report describes the evaluation of a proposed approach to incorporate structural condition information obtained from a traffic speed deflection device into the Virginia Department of Transportation (VDOT) pavement management system’s pavement treatment selection process for asphalt pavement sections, which are denoted within the VDOT pavement
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Katicha, S. W., Flintsch, G. W., Murekye, A., Perrone, E., Amarh, E. A., & Diefenderfer, B. K. (2025). Evaluating the Potential Use of Traffic Speed Deflection Device-Based Pavement Structural Data for Asphalt Pavements in VDOT’s Pavement Management Processes (Report No. VTRC 26-R17). Virginia Transportation Research Council (VTRC). https://rosap.ntl.bts.gov/view/dot/87492
Katicha, Samer W., Gerardo W. Flintsch, Angello Murekye, Eric Perrone, Eugene A Amarh, and Brian K. Diefenderfer. Evaluating the Potential Use of Traffic Speed Deflection Device-Based Pavement Structural Data for Asphalt Pavements in VDOT’s Pavement Management Processes. Report no. VTRC 26-R17. Virginia Transportation Research Council (VTRC), 2025. https://rosap.ntl.bts.gov/view/dot/87492.
Katicha, Samer W., et al. Evaluating the Potential Use of Traffic Speed Deflection Device-Based Pavement Structural Data for Asphalt Pavements in VDOT’s Pavement Management Processes. Virginia Transportation Research Council (VTRC), 2025, Report no. VTRC 26-R17, ROSA P. https://rosap.ntl.bts.gov/view/dot/87492.
Superelevated highway transitions experience an area of zero-cross slope as one side of the roadway transitions from a normal crown cross slope to superelevation. These areas of minimal transverse cross slope combined with minimal longitudinal grade can cause an increase in water accumulation on highways, which can increase the likelihood for hydro
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Alani, A., Roundy, J., & Kondyli, A. (2025). Mitigating Concentrated Sheet Flow of Water at Ends of Superelevated Curves (Report No. K-TRAN: KU-22-6). Kansas. Dept. of Transportation. Bureau of Research. https://rosap.ntl.bts.gov/view/dot/87447
Alani, Adam, Joshua Roundy, and Alexandra Kondyli. Mitigating Concentrated Sheet Flow of Water at Ends of Superelevated Curves. Report no. K-TRAN: KU-22-6. Kansas. Dept. of Transportation. Bureau of Research, 2025. https://rosap.ntl.bts.gov/view/dot/87447.
Alani, Adam, et al. Mitigating Concentrated Sheet Flow of Water at Ends of Superelevated Curves. Kansas. Dept. of Transportation. Bureau of Research, 2025, Report no. K-TRAN: KU-22-6, ROSA P. https://rosap.ntl.bts.gov/view/dot/87447.
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