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.
Within Texas, the Texas Department of Transportation Procedures for Establishing Speed Zones (TxSZ) and the Texas Manual on Uniform Traffic Control Devices (TxMUTCD) are used for setting speed limits other than statutory speed limits. The TxSZ details how to conduct an engineering study that is needed when investigating the appropriate speed limit
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Fitzpatrick, K., Kutela, B., Pratt, M. P., & Park, E. S. (2026). Guide on Using Alternative Data Sources for a Texas Speed Zone Study, Updated (Report No. FHWA/TX-26/0-7156-01-P1). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/93246
Fitzpatrick, Kay, Boniphace Kutela, Michael P. Pratt, and Eun Sug Park. Guide on Using Alternative Data Sources for a Texas Speed Zone Study, Updated. Report no. FHWA/TX-26/0-7156-01-P1. Texas Transportation Institute. Texas A&M University, 2026. https://rosap.ntl.bts.gov/view/dot/93246.
Fitzpatrick, Kay, et al. Guide on Using Alternative Data Sources for a Texas Speed Zone Study, Updated. Texas Transportation Institute. Texas A&M University, 2026, Report no. FHWA/TX-26/0-7156-01-P1, ROSA P. https://rosap.ntl.bts.gov/view/dot/93246.
Ultra-high-performance concrete (UHPC) is increasingly used in transportation infrastructure because of its high strength, dense microstructure, low permeability, fiber-bridged crack control, and self-healing potential. These properties make UHPC suitable for structural members exposed to coastal and marine environments, where chloride-induced corr
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Zhang, Q., Riding, K., Wang, P., & Zeidan, R. (2026). Crack Width Limit for UHPC Structural Members in Coastal and Marine Environment (Report No. 9). Florida. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/93273
Zhang, Qian, Kyle Riding, Peizhi Wang, and Randa Zeidan. Crack Width Limit for UHPC Structural Members in Coastal and Marine Environment. Report no. 9. Florida. Department of Transportation, 2026. https://rosap.ntl.bts.gov/view/dot/93273.
Zhang, Qian, et al. Crack Width Limit for UHPC Structural Members in Coastal and Marine Environment. Florida. Department of Transportation, 2026, Report no. 9, ROSA P. https://rosap.ntl.bts.gov/view/dot/93273.
Speed limits are among the most visible and routinely enforced traffic control devices motorists encounter in their everyday driving. Speed limits are set using speed zone studies. This research project investigated how to make speed zone studies and speed zone decisions more effective and efficient. Researchers explored the thresholds for speed zo
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Fitzpatrick, K., Kutela, B., Le, M., & Venglar, S. (2026). Using Vehicle Probe Data to Evaluate Speed Limits, Year 3 (Report No. FHWA/TX-2/0-7156-01-R1). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/93219
Fitzpatrick, Kay, Boniphace Kutela, Minh Le, and Steven Venglar. Using Vehicle Probe Data to Evaluate Speed Limits, Year 3. Report no. FHWA/TX-2/0-7156-01-R1. Texas A&M Transportation Institute, 2026. https://rosap.ntl.bts.gov/view/dot/93219.
Fitzpatrick, Kay, et al. Using Vehicle Probe Data to Evaluate Speed Limits, Year 3. Texas A&M Transportation Institute, 2026, Report no. FHWA/TX-2/0-7156-01-R1, ROSA P. https://rosap.ntl.bts.gov/view/dot/93219.
Ultra-high performance concrete (UHPC) has been used in different applications and was explored to be used for precast elements; however, there was limited research and guidance on the connection between UHPC elements. General test methods to evaluate interface strength (e.g., direct tension pulloff, shear pushoff) can be used with the Mohr-Coulomb
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Lau, K., Permeh, S., & Garber, D. (2026). Bond Performance Between Precast UHPC Substrates and Field-Cast UHPC Connections. Florida. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/92912
Lau, Kingsley, Samanbar Permeh, and David Garber. Bond Performance Between Precast UHPC Substrates and Field-Cast UHPC Connections. Florida. Department of Transportation, 2026. https://rosap.ntl.bts.gov/view/dot/92912.
Lau, Kingsley, et al. Bond Performance Between Precast UHPC Substrates and Field-Cast UHPC Connections. Florida. Department of Transportation, 2026, ROSA P. https://rosap.ntl.bts.gov/view/dot/92912.
This study evaluates transportation asset data management practices within the Utah Department of Transportation (UDOT) and identifies opportunities to improve data governance, integration, and interoperability through ontology-informed enterprise data management principles. Current practices were assessed through stakeholder surveys, asset databas
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Adams, B. D., & Esteghamati, M. Z. (2026). A Gap Analysis of Existing Database Management Practices and Ontology Development for UDOT Tier 1 Safety Assets (Report No. UT-26.14). Utah. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/93106
Adams, Brig Dean and Mohsen Zaker Esteghamati. A Gap Analysis of Existing Database Management Practices and Ontology Development for UDOT Tier 1 Safety Assets. Report no. UT-26.14. Utah. Department of Transportation, 2026. https://rosap.ntl.bts.gov/view/dot/93106.
Adams, Brig Dean, and Mohsen Zaker Esteghamati A Gap Analysis of Existing Database Management Practices and Ontology Development for UDOT Tier 1 Safety Assets. Utah. Department of Transportation, 2026, Report no. UT-26.14, ROSA P. https://rosap.ntl.bts.gov/view/dot/93106.
Arkansas. Department of Transportation. Materials Division and Planning & Research Division
2026-06-01
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This research project evaluated the field performance of nine High-Performance Cold Mix (HPCM) products from various producers to determine suitability for inclusion on ARDOT's Qualified Products List (QPL). The test section was constructed in September 2024 on Hwy 338 (Sweet Home Cutoff/Dixon Road) in south Little Rock. Nine unique HPCM products,
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Arkansas. Department of Transportation. Materials Division and Planning & Research Division (2026). Field Evaluation of High-Performance Cold Mix (HPCM) Products (Report No. TRC2402). Arkansas. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/92931
Arkansas. Department of Transportation. Materials Division and Planning & Research Division. Field Evaluation of High-Performance Cold Mix (HPCM) Products. Report no. TRC2402. Arkansas. Department of Transportation, 2026. https://rosap.ntl.bts.gov/view/dot/92931.
Arkansas. Department of Transportation. Materials Division and Planning & Research Division Field Evaluation of High-Performance Cold Mix (HPCM) Products. Arkansas. Department of Transportation, 2026, Report no. TRC2402, ROSA P. https://rosap.ntl.bts.gov/view/dot/92931.
Roadside ditches are integral components of watershed-scale hydrologic processes that are designed to rapidly convey surface runoff from roads to receiving streams. In this project, a two-stage roadside ditch was constructed during expansion of Highway 30 in east-central Iowa. Pre-construction monitoring and development of a preliminary design was
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Schilling, K., Muste, M., Amado, A. A., Anderson, E., Honings, J., Meisson, J., Cintura, I., Eustice, B., & Arenas-Amado, A. (2026). Evaluating a Two-Stage Roadside Ditch Design to Improve Environmental Performance. Iowa Department of Transportation. https://rosap.ntl.bts.gov/view/dot/93175
Schilling, Keith, Marian Muste, Antonio Arenas Amado, Elliot Anderson, Joseph Honings, Justin Meisson, Ingrid Cintura, Betret Eustice, and Antonio Arenas-Amado. Evaluating a Two-Stage Roadside Ditch Design to Improve Environmental Performance. Iowa Department of Transportation, 2026. https://rosap.ntl.bts.gov/view/dot/93175.
Schilling, Keith, et al. Evaluating a Two-Stage Roadside Ditch Design to Improve Environmental Performance. Iowa Department of Transportation, 2026, ROSA P. https://rosap.ntl.bts.gov/view/dot/93175.
The primary goal of this project is to improve desert tortoise connectivity and crossings by developing creative site-specific designs, including implementation-ready plans, specifications, and estimates for the retrofit of four culverts along SR160. The Desert Conservation Program (DCP) considers the selected culverts as grades 3 or 5 which charac
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Nussbaumer, M., Hidalgo, K., & Ansell, E. (2026). Development of Alternative Desert Tortoise Crossing Criteria and Designs: Final Design Report, Final Design Plan Set and Structure List, Final Cost Estimate, and Final Notes to Specifications (Report No. 494-24-803). Nevada Department of Transportation. https://rosap.ntl.bts.gov/view/dot/92955
Nussbaumer, Matthew, Keith Hidalgo, and Eden Ansell. Development of Alternative Desert Tortoise Crossing Criteria and Designs: Final Design Report, Final Design Plan Set and Structure List, Final Cost Estimate, and Final Notes to Specifications. Report no. 494-24-803. Nevada Department of Transportation, 2026. https://rosap.ntl.bts.gov/view/dot/92955.
Nussbaumer, Matthew, et al. Development of Alternative Desert Tortoise Crossing Criteria and Designs: Final Design Report, Final Design Plan Set and Structure List, Final Cost Estimate, and Final Notes to Specifications. Nevada Department of Transportation, 2026, Report no. 494-24-803, ROSA P. https://rosap.ntl.bts.gov/view/dot/92955.
We introduce a pilot study that is geared towards inaugurating a UAS-centric bridge inspection program, operating on a component-level approach, with the overarching goal of enhancing the caliber of bridge inspection methodologies within the confines of New Mexico. The envisioned program encompasses the formulation of UAS-based inspection strategie
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Almasi, P., Zhang, Q., & Zhang, S. (2026). Development of UAS-Enabled Bridge Deck Inspection System From Investigation to Implementation (Report No. R924070). New Mexico. Department of Transportation. Research Bureau. https://rosap.ntl.bts.gov/view/dot/92417
Almasi, Pouya, Qianyun Zhang, and Su Zhang. Development of UAS-Enabled Bridge Deck Inspection System From Investigation to Implementation. Report no. R924070. New Mexico. Department of Transportation. Research Bureau, 2026. https://rosap.ntl.bts.gov/view/dot/92417.
Almasi, Pouya, et al. Development of UAS-Enabled Bridge Deck Inspection System From Investigation to Implementation. New Mexico. Department of Transportation. Research Bureau, 2026, Report no. R924070, ROSA P. https://rosap.ntl.bts.gov/view/dot/92417.
Balanced Mix Design (BMD) is a performance-based approach that supplements the traditional Superpave volumetric mix design process with laboratory performance testing to achieve an appropriate balance between rutting resistance and cracking resistance. This study was conducted to develop a practical BMD framework and preliminary performance criteri
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Hossain, M. S., & Tarefder, R. (2026). Develop a Balanced Asphalt Mixture Design Procedure (Report No. 456-377). New Mexico. Department of Transportation. Research Bureau. https://rosap.ntl.bts.gov/view/dot/92449
Hossain, Md Saddam and Rafi Tarefder. Develop a Balanced Asphalt Mixture Design Procedure. Report no. 456-377. New Mexico. Department of Transportation. Research Bureau, 2026. https://rosap.ntl.bts.gov/view/dot/92449.
Hossain, Md Saddam, and Rafi Tarefder Develop a Balanced Asphalt Mixture Design Procedure. New Mexico. Department of Transportation. Research Bureau, 2026, Report no. 456-377, ROSA P. https://rosap.ntl.bts.gov/view/dot/92449.
This report evaluates the use of skid number (SN) data for pavement friction management in New Mexico. The study reviews current pavement friction practices, consolidates historical NMDOT Locked Wheel Skid Trailer (LWST) data, develops roadway class specific SN thresholds, and assesses SN variability, risk, and monitoring adequacy. SN records were
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Biswas, B. S. P., & Tarefder, R. (2026). Conduct Friction Testing Program, Data Analysis, and Effectiveness of Open Graded Friction Course (Report No. 456-773). New Mexico. Department of Transportation. Research Bureau. https://rosap.ntl.bts.gov/view/dot/92450
Biswas, B S Pushpendue and Rafi Tarefder. Conduct Friction Testing Program, Data Analysis, and Effectiveness of Open Graded Friction Course. Report no. 456-773. New Mexico. Department of Transportation. Research Bureau, 2026. https://rosap.ntl.bts.gov/view/dot/92450.
Biswas, B S Pushpendue, and Rafi Tarefder Conduct Friction Testing Program, Data Analysis, and Effectiveness of Open Graded Friction Course. New Mexico. Department of Transportation. Research Bureau, 2026, Report no. 456-773, ROSA P. https://rosap.ntl.bts.gov/view/dot/92450.
A dynamic wireless power transfer (DWPT) system using a novel three-phase transmitter/receiver design was embedded 2.4 in. beneath the surface of an existing rigid pavement on US 52/US 231 in West Lafayette, Indiana, with 85 coils installed and paired with a retrofitted Class 8 Cummins electrified truck. The system successfully delivered 50-190 kW
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Moncada, O. A., Abram, I., Frooninckx, N., Mehar, V., Cervini, C., O'Brien, B., Moras, B. C. K., Pekarek, S., Haddock, J. E., Aliprantis, D., Brovont, A., Gkritza, K., & Swanson, R. (2026). Receiver, Vehicle, and Roadway Systems for a Dynamic Wireless Power Transfer Roadway Testbed (Report No. FHWA/IN/JTRP-2026/18). Purdue University. Joint Transportation Research Program. https://doi.org/10.5703/1288284318633
Moncada, Oscar Andrés, Isaac Abram, Nicholas Frooninckx, Vatan Mehar, Chiara Cervini, Ben O'Brien, and Bruno Cesar Krause Moras, et al.. Receiver, Vehicle, and Roadway Systems for a Dynamic Wireless Power Transfer Roadway Testbed. Report no. FHWA/IN/JTRP-2026/18. Purdue University. Joint Transportation Research Program, 2026. https://doi.org/10.5703/1288284318633.
Moncada, Oscar Andrés, et al. Receiver, Vehicle, and Roadway Systems for a Dynamic Wireless Power Transfer Roadway Testbed. Purdue University. Joint Transportation Research Program, 2026, Report no. FHWA/IN/JTRP-2026/18, ROSA P. https://doi.org/10.5703/1288284318633.
Pavement infrastructure is a significant public investment (over $60 billion annually in the U.S.), yet 39% of major roads are in poor condition, resulting in costly repairs and user expenses. Maximizing pavement longevity is critical to address a projected $684 billion funding gap in road maintenance, and improving compaction quality in pavement b
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Congress, S. S. C., Cetin, B., & Parastegari, P. (2026). Michigan (One Point) Cone Test for Evaluating the Density of Open-Graded Drainage Course (OGDC) Materials (Report No. SPR-1769). Michigan Department of Transportation. Research Administration. https://rosap.ntl.bts.gov/view/dot/91896
Congress, Surya S. C., Bora Cetin, and Peyman Parastegari. Michigan (One Point) Cone Test for Evaluating the Density of Open-Graded Drainage Course (OGDC) Materials. Report no. SPR-1769. Michigan Department of Transportation. Research Administration, 2026. https://rosap.ntl.bts.gov/view/dot/91896.
Congress, Surya S. C., et al. Michigan (One Point) Cone Test for Evaluating the Density of Open-Graded Drainage Course (OGDC) Materials. Michigan Department of Transportation. Research Administration, 2026, Report no. SPR-1769, ROSA P. https://rosap.ntl.bts.gov/view/dot/91896.
The COVID-19 pandemic resulted in substantial disruptions to travel behavior and transportation systems across the United States. While traffic volumes declined sharply during the early stages of the pandemic, many jurisdictions experienced increases in traffic fatalities and serious injuries. Understanding the factors contributing to these changes
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Savolainen, P. T., Gates, T. J., Dey, K., Dasgar, Y., Imosemi, S., Gupta, N., Goodluck, S., & Bahrami, V. (2026). COVID and Traffic Crashes/Impact on Safety Targets (Report No. SPR-1770). Michigan. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/92614
Savolainen, Peter T., Timothy J. Gates, Kakan Dey, Yazmin Dasgar, Sunday Imosemi, Nischal Gupta, Samuel Goodluck, and Vahid Bahrami. COVID and Traffic Crashes/Impact on Safety Targets. Report no. SPR-1770. Michigan. Department of Transportation, 2026. https://rosap.ntl.bts.gov/view/dot/92614.
Savolainen, Peter T., et al. COVID and Traffic Crashes/Impact on Safety Targets. Michigan. Department of Transportation, 2026, Report no. SPR-1770, ROSA P. https://rosap.ntl.bts.gov/view/dot/92614.
Fatigue failure of highway sign structures due to sustained wind-loading events has been recognized in many states. In fact, the American Association of State Highway and Transportation Officials specifies that the structural component should be designed for infinite life by maintaining wind-induced stress below their constant amplitude fatigue thr
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Al Shboul, K. W., & Rasheed, H. A. (2026). Initial Analytical Investigation of Cantilever and Butterfly Steel Overhead Sign Trusses With Respect to Remaining Fatigue Life (Report No. K-TRAN: KSU-20-3). Kansas. Department of Transportation. Bureau of Materials and Research. https://rosap.ntl.bts.gov/view/dot/91245
Al Shboul, Khalid W. and Hayder A. Rasheed. Initial Analytical Investigation of Cantilever and Butterfly Steel Overhead Sign Trusses With Respect to Remaining Fatigue Life. Report no. K-TRAN: KSU-20-3. Kansas. Department of Transportation. Bureau of Materials and Research, 2026. https://rosap.ntl.bts.gov/view/dot/91245.
Al Shboul, Khalid W., and Hayder A. Rasheed Initial Analytical Investigation of Cantilever and Butterfly Steel Overhead Sign Trusses With Respect to Remaining Fatigue Life. Kansas. Department of Transportation. Bureau of Materials and Research, 2026, Report no. K-TRAN: KSU-20-3, ROSA P. https://rosap.ntl.bts.gov/view/dot/91245.
This study was initiated to revise the local calibration factors for version 2.6.2, released in September 2022. Another objective was to find any significant changes between the two versions that might affect the performance prediction. Also, several issues related to input material characteristics were studied.
Wu, X., Gao, Y., Motaharitabari, S., Kulesza, S., & Hossain, M. (2026). Implementation of AASHTOWare Pavement ME Design Software for the Kansas Department of Transportation [Technical Summary] (Report No. K-TRAN: KSU-18-2). Kansas. Department of Transportation. Bureau of Materials and Research. https://rosap.ntl.bts.gov/view/dot/91244
Wu, Xingdong, Ya Gao, Syedarmin Motaharitabari, Stacey Kulesza, and Mustaque Hossain. Implementation of AASHTOWare Pavement ME Design Software for the Kansas Department of Transportation [Technical Summary]. Report no. K-TRAN: KSU-18-2. Kansas. Department of Transportation. Bureau of Materials and Research, 2026. https://rosap.ntl.bts.gov/view/dot/91244.
Wu, Xingdong, et al. Implementation of AASHTOWare Pavement ME Design Software for the Kansas Department of Transportation [Technical Summary]. Kansas. Department of Transportation. Bureau of Materials and Research, 2026, Report no. K-TRAN: KSU-18-2, ROSA P. https://rosap.ntl.bts.gov/view/dot/91244.
Urban land is a limited resource, and allocating it to infrastructure devoted to storing motor vehicles — parking — reduces the amount of space available for other priorities, including housing, economic development, and green space. This issue brief synthesizes research on the large share of land devoted to parking in urban areas, the large share
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Schwartz, E. (2026). Do Cities Have Too Much Parking? [Brief]. University of California, Los Angeles. Institute of Transportation Studies. https://rosap.ntl.bts.gov/view/dot/91223
Schwartz, Ellen. Do Cities Have Too Much Parking? [Brief]. University of California, Los Angeles. Institute of Transportation Studies, 2026. https://rosap.ntl.bts.gov/view/dot/91223.
Schwartz, Ellen Do Cities Have Too Much Parking? [Brief]. University of California, Los Angeles. Institute of Transportation Studies, 2026, ROSA P. https://rosap.ntl.bts.gov/view/dot/91223.
The AASHTOWare Pavement ME Design (PMED) software uses the mechanistic-empirical pavement design approach. PMED prediction models need to be calibrated to local conditions to produce accurate, reliable pavement performance predictions. Previously, multiple efforts were made to locally calibrate performance models in Kansas across various AASHTOWare
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Wu, X., Gao, Y., Motaharitabari, S., Kulesza, S., & Hossain, M. (2026). Implementation of AASHTOWare Pavement ME Design Software for the Kansas Department of Transportation (Report No. K-TRAN: KSU-18-2). Kansas. Department of Transportation. Bureau of Materials and Research. https://rosap.ntl.bts.gov/view/dot/91243
Wu, Xingdong, Ya Gao, Syedarmin Motaharitabari, Stacey Kulesza, and Mustaque Hossain. Implementation of AASHTOWare Pavement ME Design Software for the Kansas Department of Transportation. Report no. K-TRAN: KSU-18-2. Kansas. Department of Transportation. Bureau of Materials and Research, 2026. https://rosap.ntl.bts.gov/view/dot/91243.
Wu, Xingdong, et al. Implementation of AASHTOWare Pavement ME Design Software for the Kansas Department of Transportation. Kansas. Department of Transportation. Bureau of Materials and Research, 2026, Report no. K-TRAN: KSU-18-2, ROSA P. https://rosap.ntl.bts.gov/view/dot/91243.
This short study analyzes the performance of multiple temporary sign support systems under windy conditions and provides recommendations to the Bureau of Safety Programs and Engineering of the Illinois Department of Transportation (IDOT). The efforts included a literature review that summarizes past studies on the use of temporary sign support syst
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Beojone, C. V., Pallab, N. S., & Ouyang, Y. (2026). In-Service Evaluation of Temporary Sign Support Systems Against Wind Load (Report No. FHWA-ICT-26-007). Illinois Center for Transportation. https://doi.org/10.36501/0197-9191/26-007
Beojone, Caio V., Nazmus S. Pallab, and Yanfeng Ouyang. In-Service Evaluation of Temporary Sign Support Systems Against Wind Load. Report no. FHWA-ICT-26-007. Illinois Center for Transportation, 2026. https://doi.org/10.36501/0197-9191/26-007.
Beojone, Caio V., et al. In-Service Evaluation of Temporary Sign Support Systems Against Wind Load. Illinois Center for Transportation, 2026, Report no. FHWA-ICT-26-007, ROSA P. https://doi.org/10.36501/0197-9191/26-007.
The Oregon Real-Time GNSS Network (ORGN), managed by the Oregon Department of Transportation, serves as a critical backbone for high-precision positioning services across the state. However, the absence of a streamlined workflow for aligning ORGN station coordinates to the National Spatial Reference System (NSRS) has introduced challenges in consis
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Supporting Files
Simpson, C., Ohene, W., & Weaver, B. (2026). Automated Methods for Correcting ODOT’s Real-Time GNSS Network for Survey and Post-Disaster Recovery (Report No. FHWA-OR-RD-26-11). Oregon. Department of Transportation. Research Section. https://rosap.ntl.bts.gov/view/dot/91194
Simpson, Chase, William Ohene, and Brian Weaver. Automated Methods for Correcting ODOT’s Real-Time GNSS Network for Survey and Post-Disaster Recovery. Report no. FHWA-OR-RD-26-11. Oregon. Department of Transportation. Research Section, 2026. https://rosap.ntl.bts.gov/view/dot/91194.
Simpson, Chase, et al. Automated Methods for Correcting ODOT’s Real-Time GNSS Network for Survey and Post-Disaster Recovery. Oregon. Department of Transportation. Research Section, 2026, Report no. FHWA-OR-RD-26-11, ROSA P. https://rosap.ntl.bts.gov/view/dot/91194.
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