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 explore the use of existing DOTD Pavement Management System (PMS) and Light Detection and Ranging (LiDAR) data to develop a pavement drainage condition rating index for Louisiana, with the goal of integrating drainage evaluation into the Pavement Management System (PMS) as part of the overall pavement condition as
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Chen, Q., Liu, J., & Gautreau, G. P. (2024). Develop a Methodology for Pavement Drainage System Rating [Technical Summary] (Report No. 24-2P). Louisiana Transportation Research Center. https://rosap.ntl.bts.gov/view/dot/88872
Chen, Qiming, Jun Liu, and Gavin P. Gautreau. Develop a Methodology for Pavement Drainage System Rating [Technical Summary]. Report no. 24-2P. Louisiana Transportation Research Center, 2024. https://rosap.ntl.bts.gov/view/dot/88872.
Chen, Qiming, et al. Develop a Methodology for Pavement Drainage System Rating [Technical Summary]. Louisiana Transportation Research Center, 2024, Report no. 24-2P, ROSA P. https://rosap.ntl.bts.gov/view/dot/88872.
In this study, nonlinear deformation analyses (NDA) and equivalent-static analyses (ESA) approaches were evaluated for a model bridge embankment that was underlain by a non-liquefiable crust layer, a liquefiable medium dense sand layer, and a non-liquefiable deep dense sand layer. The embankment and underlying ground conditions were selected to rep
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Armstrong, R. (2024). Evaluation of Seismic Deformation Analysis Approaches for Bridge Embankments (Report No. CA25-3699j). California. Department of Transportation. Department of Research, Innovation and System Information. https://rosap.ntl.bts.gov/view/dot/89080
Armstrong, Richard. Evaluation of Seismic Deformation Analysis Approaches for Bridge Embankments. Report no. CA25-3699j. California. Department of Transportation. Department of Research, Innovation and System Information, 2024. https://rosap.ntl.bts.gov/view/dot/89080.
Armstrong, Richard Evaluation of Seismic Deformation Analysis Approaches for Bridge Embankments. California. Department of Transportation. Department of Research, Innovation and System Information, 2024, Report no. CA25-3699j, ROSA P. https://rosap.ntl.bts.gov/view/dot/89080.
Focus of this research was to assess the current capabilities of video analytics within the market and to validate the potential value for implementing the systems in Michigan. Multiple video analytic vendors partnered to demonstrate the technology in predefined use cases at a specific location in southeast Detroit. The data results implied the tec
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Good, A., Butler, S., Dale, J. W., & Phillips, S. (2024). Utilizing Video Analytics With Connected Vehicles for Improved Safety – Research Report (Report No. SPR-1738). Michigan. Dept. of Transportation. Research Administration. https://rosap.ntl.bts.gov/view/dot/89576
Good, Amanda, Sarah Butler, Jeffery W. Dale, and Stacie Phillips. Utilizing Video Analytics With Connected Vehicles for Improved Safety – Research Report. Report no. SPR-1738. Michigan. Dept. of Transportation. Research Administration, 2024. https://rosap.ntl.bts.gov/view/dot/89576.
Good, Amanda, et al. Utilizing Video Analytics With Connected Vehicles for Improved Safety – Research Report. Michigan. Dept. of Transportation. Research Administration, 2024, Report no. SPR-1738, ROSA P. https://rosap.ntl.bts.gov/view/dot/89576.
The AASHTO Committee on Bridges and Structures has approved the updated ACI CODE-318, 2019 edition (ACI CODE 318-19,) into the 10th edition of the AASHTO LRFD Bridge Design Specifications. This would allow the adoption of screw anchor designs that benefit from rapid, reliable, and simplified installation procedures. However, the ACI CODE approach h
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Suksawang, N., & Nolan, S. (2024). Confinement Effect of Narrow Baseplates or Reaction Area on Anchor Breakout, Part 3. Florida. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/89389
Suksawang, Nakin and Steven Nolan. Confinement Effect of Narrow Baseplates or Reaction Area on Anchor Breakout, Part 3. Florida. Department of Transportation, 2024. https://rosap.ntl.bts.gov/view/dot/89389.
Suksawang, Nakin, and Steven Nolan Confinement Effect of Narrow Baseplates or Reaction Area on Anchor Breakout, Part 3. Florida. Department of Transportation, 2024, ROSA P. https://rosap.ntl.bts.gov/view/dot/89389.
Playa lakes, arid regions, and karst terrains constitute important geographic and hydrological features across Texas, each presenting unique challenges due to their complex and varied hydrology. Currently, there are no uniform guidelines or standards for the hydrological and hydraulic design of transportation infrastructure in these landscapes, lea
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Ahmari, H., Baharvand, S., & Moradi, M. (2024). Hydrologic Approaches to Playa Lakes, Areas of Significant Karst Geology, and Arid Regions (Synthesis of Current State of Knowledge and Practice) (Report No. FHWA/TX-24/0-7201-1). Texas Department of Transportation. Research and Technology Implementation Office. https://rosap.ntl.bts.gov/view/dot/89944
Ahmari, Habib, Saman Baharvand, and Mohammad Moradi. Hydrologic Approaches to Playa Lakes, Areas of Significant Karst Geology, and Arid Regions (Synthesis of Current State of Knowledge and Practice). Report no. FHWA/TX-24/0-7201-1. Texas Department of Transportation. Research and Technology Implementation Office, 2024. https://rosap.ntl.bts.gov/view/dot/89944.
Ahmari, Habib, et al. Hydrologic Approaches to Playa Lakes, Areas of Significant Karst Geology, and Arid Regions (Synthesis of Current State of Knowledge and Practice). Texas Department of Transportation. Research and Technology Implementation Office, 2024, Report no. FHWA/TX-24/0-7201-1, ROSA P. https://rosap.ntl.bts.gov/view/dot/89944.
This research will focus on innovative practices to improve geotechnical data management, highlighting the development and implementation of a web-based platform to efficiently visualize and interpret geotechnical data, and to eventually facilitate project delivery. A web-based platform can incorporate multiple types of geotechnical and geoenvironm
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Gautreau, G. P., & Rupnow, T. (2024). Web-Based Tool To Advance Geotechnical Data Interchange and Reliability-Based Site Characterization: Research Project Capsule [24-2GT] (Report No. 24-2GT). Louisiana Transportation Research Center. https://rosap.ntl.bts.gov/view/dot/73203
Gautreau, Gavin P. and Tyson Rupnow. Web-Based Tool To Advance Geotechnical Data Interchange and Reliability-Based Site Characterization: Research Project Capsule [24-2GT]. Report no. 24-2GT. Louisiana Transportation Research Center, 2024. https://rosap.ntl.bts.gov/view/dot/73203.
Gautreau, Gavin P., and Tyson Rupnow Web-Based Tool To Advance Geotechnical Data Interchange and Reliability-Based Site Characterization: Research Project Capsule [24-2GT]. Louisiana Transportation Research Center, 2024, Report no. 24-2GT, ROSA P. https://rosap.ntl.bts.gov/view/dot/73203.
How aggressive driving is defined, what factors precipitate such behavior, and what strategies effectively prevent and reduce the incidence of aggressive driving behavior are not widely understood. The proposed research sought to address these gaps through a two-phase project. The purpose of this project was to support work in Phase 1. A literature
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Finley, K., Hanson, B., Otto, J., & Green, K. (2024). Understanding Aggressive Driving and Ways to Reduce It - Phase 1 (Report No. FHWA/MT-24-001/8882-444-23). Montana. Department of Transportation. https://doi.org/10.21949/1529561
Finley, Kari, Bridget Hanson, Jay Otto, and Kelly Green. Understanding Aggressive Driving and Ways to Reduce It - Phase 1. Report no. FHWA/MT-24-001/8882-444-23. Montana. Department of Transportation, 2024. https://doi.org/10.21949/1529561.
Finley, Kari, et al. Understanding Aggressive Driving and Ways to Reduce It - Phase 1. Montana. Department of Transportation, 2024, Report no. FHWA/MT-24-001/8882-444-23, ROSA P. https://doi.org/10.21949/1529561.
The primary objectives of this research are to: • Assess the feasibility and accuracy of using computer vision technology for performance evaluation at signalized intersections. • Provide intersection video footage data captured by drones. • Use computer vision and artificial intelligence to automatically convert data from video recordings at selec
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Moomen, M., Rupnow, T., & Codjoe, J. (2024). Improved Signalized Intersection Performance Using Computer Vision and Artificial Intelligence: Research Project Capsule [24-4SS] (Report No. 24-4SS). Louisiana Transportation Research Center. https://rosap.ntl.bts.gov/view/dot/73189
Moomen, Milhan, Tyson Rupnow, and Julius Codjoe. Improved Signalized Intersection Performance Using Computer Vision and Artificial Intelligence: Research Project Capsule [24-4SS]. Report no. 24-4SS. Louisiana Transportation Research Center, 2024. https://rosap.ntl.bts.gov/view/dot/73189.
Moomen, Milhan, et al. Improved Signalized Intersection Performance Using Computer Vision and Artificial Intelligence: Research Project Capsule [24-4SS]. Louisiana Transportation Research Center, 2024, Report no. 24-4SS, ROSA P. https://rosap.ntl.bts.gov/view/dot/73189.
Recent advances in computer vision techniques have enabled the use of traffic video data for valuable surrogate safety measures to improve highway safety evaluations. However, few tools specifically target abnormal traffic events like wrong-way driving (WWD) or illegal left turns. This research aims to develop a cost-effective video analytic tool,
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Zhou, H., Zhao, Z., Zhou, Y., & Ren, J. (2024). Development of Traffic Video Analysis Tool for Highway Safety Performance Evaluation (Report No. ALDOT 931-055). Auburn University. Highway Research Center. https://rosap.ntl.bts.gov/view/dot/77154
Zhou, Huaguo, Zijie Zhao, Yang Zhou, and Jiaxiang Ren. Development of Traffic Video Analysis Tool for Highway Safety Performance Evaluation. Report no. ALDOT 931-055. Auburn University. Highway Research Center, 2024. https://rosap.ntl.bts.gov/view/dot/77154.
Zhou, Huaguo, et al. Development of Traffic Video Analysis Tool for Highway Safety Performance Evaluation. Auburn University. Highway Research Center, 2024, Report no. ALDOT 931-055, ROSA P. https://rosap.ntl.bts.gov/view/dot/77154.
As with any state highway agency (SHA), the construction needs exceed the budget limitations, which mandates that SCDOT prioritizes transportation project needs based on benefit/cost considerations. It is important to use every penny as wisely as possible. In such context, an early-stage cost estimate is imperative for evaluating the feasibility of
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Piratla, K. R., Le, T., Jamal, M. S., & Do, Q. (2024). A Preliminary Cost Estimating Model for Transportation Projects (Report No. FHWA-SC-24-01). South Carolina. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/77572
Piratla, Kalyan R., Tuyen Le, Md Shah Jamal, and Quan Do. A Preliminary Cost Estimating Model for Transportation Projects. Report no. FHWA-SC-24-01. South Carolina. Department of Transportation, 2024. https://rosap.ntl.bts.gov/view/dot/77572.
Piratla, Kalyan R., et al. A Preliminary Cost Estimating Model for Transportation Projects. South Carolina. Department of Transportation, 2024, Report no. FHWA-SC-24-01, ROSA P. https://rosap.ntl.bts.gov/view/dot/77572.
This study includes an initial comprehensive evaluation of the state-of-the-practice in the US regarding the adoption of integral and semi-integral bridges. It also involved a large-scale experimental study focusing on the effect of cyclic movements on the potential buildup of lateral earth pressures acting on the backwalls of a semi-integral bridg
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Zornberg, J. G., Mofarraj, B., Helwig, T., & Walter, J. (2023). Development of Integral/Semi-Integral Abutments for TxDOT Bridges [Project Summary Project] (Report No. 0-6936). University of Texas at Austin. Center for Transportation Research. https://rosap.ntl.bts.gov/view/dot/79599
Zornberg, Jorge G., Behdad Mofarraj, Todd Helwig, and Jakob Walter. Development of Integral/Semi-Integral Abutments for TxDOT Bridges [Project Summary Project]. Report no. 0-6936. University of Texas at Austin. Center for Transportation Research, 2023. https://rosap.ntl.bts.gov/view/dot/79599.
Zornberg, Jorge G., et al. Development of Integral/Semi-Integral Abutments for TxDOT Bridges [Project Summary Project]. University of Texas at Austin. Center for Transportation Research, 2023, Report no. 0-6936, ROSA P. https://rosap.ntl.bts.gov/view/dot/79599.
This study showed that RSHC concrete can be designed to meet structural class specifications in terms of fresh (i.e., workability and working time) and hardened properties (early- and/or later-age strength). However, information is still needed to fully understand their performance in various durability-related distresses. In particular, more work
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Torres, A., & Aguayo, F. (2023). Use of Rapid Setting Hydraulic Cements (RSHCs) for Structural Applications [Project Summary]. Texas Department of Transportation. Research and Technology Implementation Office. https://rosap.ntl.bts.gov/view/dot/75473
Torres, Anthony and Federico Aguayo. Use of Rapid Setting Hydraulic Cements (RSHCs) for Structural Applications [Project Summary]. Texas Department of Transportation. Research and Technology Implementation Office, 2023. https://rosap.ntl.bts.gov/view/dot/75473.
Torres, Anthony, and Federico Aguayo Use of Rapid Setting Hydraulic Cements (RSHCs) for Structural Applications [Project Summary]. Texas Department of Transportation. Research and Technology Implementation Office, 2023, ROSA P. https://rosap.ntl.bts.gov/view/dot/75473.
As privately owned and shared autonomous vehicles (AVs and SAVs) and automated trucks (ATrucks) become available, TxDOT and partner agencies must anticipate their travel, trade, emissions, cost, and other implications. Introducing these modes can significantly alter mode choices for passenger travel and freight and impact traffic volumes and conges
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Kockelman, K., Vellimana, M., Paithankar, P., & Mori, K. (2023). Implementation of Understanding the Impact of Autonomous Vehicles on Long-Distance Travel Mode and Destination Choice in Texas [Project Summary] (Report No. 5-7081-01). University of Texas at Austin. Center for Transportation Research. https://rosap.ntl.bts.gov/view/dot/76658
Kockelman, Kara, Maithreyi Vellimana, Priyanka Paithankar, and Kentaro Mori. Implementation of Understanding the Impact of Autonomous Vehicles on Long-Distance Travel Mode and Destination Choice in Texas [Project Summary]. Report no. 5-7081-01. University of Texas at Austin. Center for Transportation Research, 2023. https://rosap.ntl.bts.gov/view/dot/76658.
Kockelman, Kara, et al. Implementation of Understanding the Impact of Autonomous Vehicles on Long-Distance Travel Mode and Destination Choice in Texas [Project Summary]. University of Texas at Austin. Center for Transportation Research, 2023, Report no. 5-7081-01, ROSA P. https://rosap.ntl.bts.gov/view/dot/76658.
This research focuses on optimizing the design of cast-in-place, precast-panel (CIP-PCP) bridge decks by developing recommendations for standard ready-mix steel fiber reinforced concrete (SFRC) using domestically produced steel fibers. The project, stemming from the efficient and durable nature of CIP-PCP decks, builds upon prior work at the Univer
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Bayrak, O., Jeong, S. K., Jang, H., Yu, Y., Saqan, E., Wang, H. C., Drimalas, T., Webb, Z., & Folliard, K. J. (2023). 0-7001: Utilizing Steel Fiber Reinforced Concrete as a Substitute Reinforcement for CIP-PCP Bridge Deck. University of Texas at Austin. Center for Transportation Research. https://rosap.ntl.bts.gov/view/dot/80986
Bayrak, Oguzhan, Soon Kwang Jeong, Hansol Jang, Yongjae Yu, Elias Saqan, Hwa-Ching Wang, Thanos Drimalas, Zach Webb, and Kevin J. Folliard. 0-7001: Utilizing Steel Fiber Reinforced Concrete as a Substitute Reinforcement for CIP-PCP Bridge Deck. University of Texas at Austin. Center for Transportation Research, 2023. https://rosap.ntl.bts.gov/view/dot/80986.
Bayrak, Oguzhan, et al. 0-7001: Utilizing Steel Fiber Reinforced Concrete as a Substitute Reinforcement for CIP-PCP Bridge Deck. University of Texas at Austin. Center for Transportation Research, 2023, ROSA P. https://rosap.ntl.bts.gov/view/dot/80986.
This project builds on the findings of Texas Department of Transportation (TxDOT) Project 0-6984, Evaluate Potential Impacts, Benefits, Impediments, and Solutions of Automated Trucks and Truck Platooning on Texas Highway Infrastructure, completed by the Texas A&M Transportation Institute in 2020.
Morgan, C., Birgisson, B., Warner, J., Sharma, S., Prieto, B., Steadman, M., Güneralp, I., Hales, B., Ahasan, R., Guo, Y., & Cai, S. (2023). Development of a New Tool for Evaluating Infrastructure and Planning Impacts Related to Changes in Truck Traffic and Truck Technologies [Project Summary] (Report No. 0-7124). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/75711
Morgan, Curtis, Bjorn Birgisson, Jeffery Warner, Sushant Sharma, Bill Prieto, Maxwell Steadman, and Inci Güneralp, et al.. Development of a New Tool for Evaluating Infrastructure and Planning Impacts Related to Changes in Truck Traffic and Truck Technologies [Project Summary]. Report no. 0-7124. Texas A&M Transportation Institute, 2023. https://rosap.ntl.bts.gov/view/dot/75711.
Morgan, Curtis, et al. Development of a New Tool for Evaluating Infrastructure and Planning Impacts Related to Changes in Truck Traffic and Truck Technologies [Project Summary]. Texas A&M Transportation Institute, 2023, Report no. 0-7124, ROSA P. https://rosap.ntl.bts.gov/view/dot/75711.
Warning signs are typically deployed at bridges to warn motorists of potential icy surface conditions on the bridge, although the effectiveness of these signs is questionable. One potential improvement is the bridge deck warning system (BDWS), which activates a flashing warning sign border or beacon based on real-time weather and bridge surface dat
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Gates, T. J., Keshari, S., Kay, J. J., Schaffer, J. L., Savolainen, P. T., Babic, D., Mahmud, M. S., Overall, M. W., Nikollari, D., & Zockaie, A. (2023). Evaluation of Bridge Deck Winter Weather Warning Systems (Report No. SPR-1728). Michigan. Dept. of Transportation. Research Administration. https://rosap.ntl.bts.gov/view/dot/89575
Gates, Timothy J., Sagar Keshari, Jonathan J. Kay, Julie L. Schaffer, Peter T. Savolainen, Dario Babic, Md Shakir Mahmud, Myles W. Overall, Deniada Nikollari, and Ali Zockaie. Evaluation of Bridge Deck Winter Weather Warning Systems. Report no. SPR-1728. Michigan. Dept. of Transportation. Research Administration, 2023. https://rosap.ntl.bts.gov/view/dot/89575.
Gates, Timothy J., et al. Evaluation of Bridge Deck Winter Weather Warning Systems. Michigan. Dept. of Transportation. Research Administration, 2023, Report no. SPR-1728, ROSA P. https://rosap.ntl.bts.gov/view/dot/89575.
Highway construction and maintenance work is one of the most hazardous occupations in the United States. In 2018, more than 7,000 work-zone collisions occurred on California roadways, about 2,300 resulting in injuries, and 46 involving fatalities. This research helped move toward reducing those numbers. The California Department of Transportation (
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Swanston, T., Soltani, I., & Lasky, T. (2023). Development of a Maintenance Prioritization Assessment and Safety Tool (Report No. CA24-3847). California. Department of Transportation. Department of Research, Innovation and System Information. https://rosap.ntl.bts.gov/view/dot/79208
Swanston, Travis, Iman Soltani, and Ty Lasky. Development of a Maintenance Prioritization Assessment and Safety Tool. Report no. CA24-3847. California. Department of Transportation. Department of Research, Innovation and System Information, 2023. https://rosap.ntl.bts.gov/view/dot/79208.
Swanston, Travis, et al. Development of a Maintenance Prioritization Assessment and Safety Tool. California. Department of Transportation. Department of Research, Innovation and System Information, 2023, Report no. CA24-3847, ROSA P. https://rosap.ntl.bts.gov/view/dot/79208.
This research developed a robust set of quantitative performance metrics, measures, and methodologies to assess project alignment with the Climate Action Plan for Transportation Infrastructure (CAPTI). The literature review included documenting measures and metrics in published reports, peer-reviewed journals, textbooks, and presentations. Subseque
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Chandra, S., & Valencia, R. (2023). Quantitative Performance Measures for the Caltrans System Investment Strategy (Report No. CA 234169). California. Department of Transportation. Department of Research, Innovation and System Information. https://rosap.ntl.bts.gov/view/dot/79205
Chandra, Shailesh and Robert Valencia. Quantitative Performance Measures for the Caltrans System Investment Strategy. Report no. CA 234169. California. Department of Transportation. Department of Research, Innovation and System Information, 2023. https://rosap.ntl.bts.gov/view/dot/79205.
Chandra, Shailesh, and Robert Valencia Quantitative Performance Measures for the Caltrans System Investment Strategy. California. Department of Transportation. Department of Research, Innovation and System Information, 2023, Report no. CA 234169, ROSA P. https://rosap.ntl.bts.gov/view/dot/79205.
Right after construction, drying shrinkage of restrained concrete bridge decks and rails causes early-age cracking, insertion of water and chemicals, and corrosion of reinforcing steel that eventually leads to delamination and spalling of concrete. The main objective of this research is to control early-age shrinkage cracking by reducing cementitio
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Das, S., Morcous, G., & Hu, J. (2023). Low-Cement Concrete Mixture for Bridge Decks and Rails (Report No. SPR-FY22(001)). Nebraska. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/75222
Das, Soumitra, George Morcous, and Jiong Hu. Low-Cement Concrete Mixture for Bridge Decks and Rails. Report no. SPR-FY22(001). Nebraska. Department of Transportation, 2023. https://rosap.ntl.bts.gov/view/dot/75222.
Das, Soumitra, et al. Low-Cement Concrete Mixture for Bridge Decks and Rails. Nebraska. Department of Transportation, 2023, Report no. SPR-FY22(001), ROSA P. https://rosap.ntl.bts.gov/view/dot/75222.
The U.S. Geological Survey (USGS), in cooperation with the Illinois Center for Transportation and the Illinois Department of Transportation, prepared hydro-conditioned geographic information systems (GIS) layers for use in the Illinois StreamStats application. These data were used to delineate drainage basins and compute basin characteristics for u
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Dataset
Sharpe, J. B., & Schafer, L. A. (2023). Elevation, Flow Accumulation, Flow Direction, and Stream Definition Data in Support of the Illinois StreamStats Upgrade to the Basin Delineation Database [supporting dataset] (Report No. FHWA-ICT-23-014;ICT-23-019;UILU-2023-2019). Illinois Center for Transportation. https://doi.org/10.5066/P9YIAUZQ
Sharpe, Jennifer B and Lindsey A. Schafer. Elevation, Flow Accumulation, Flow Direction, and Stream Definition Data in Support of the Illinois StreamStats Upgrade to the Basin Delineation Database [supporting dataset]. Report no. FHWA-ICT-23-014;ICT-23-019;UILU-2023-2019. Illinois Center for Transportation, 2023. https://doi.org/10.5066/P9YIAUZQ.
Sharpe, Jennifer B, and Lindsey A. Schafer Elevation, Flow Accumulation, Flow Direction, and Stream Definition Data in Support of the Illinois StreamStats Upgrade to the Basin Delineation Database [supporting dataset]. Illinois Center for Transportation, 2023, Report no. FHWA-ICT-23-014;ICT-23-019;UILU-2023-2019, ROSA P. https://doi.org/10.5066/P9YIAUZQ.
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