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.
Each Department of Transportation (DOT) in the United States has to govern and oversee an enormous number of transportation construction and maintenance projects. However, since a transportation construction project entails several miles of a job site including numerous work tasks and equipment operations, it has been increasingly challenging for e
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DatasetSupporting Files
Lee, Y. C., & Choi, J. W. (2020). Development, Education, and Implementation of a Low-Cost Audio Sensor-based Autonomous Surveillance System for Smart and Connected Transportation Infrastructure Construction and Maintenance [supporting datasets] (Report No. 19PPLSU12). Transportation Consortium of South-Central States. https://rosap.ntl.bts.gov/view/dot/60284
Lee, Yong-Cheol and Jin-Woo Choi. Development, Education, and Implementation of a Low-Cost Audio Sensor-based Autonomous Surveillance System for Smart and Connected Transportation Infrastructure Construction and Maintenance [supporting datasets]. Report no. 19PPLSU12. Transportation Consortium of South-Central States, 2020. https://rosap.ntl.bts.gov/view/dot/60284.
Lee, Yong-Cheol, and Jin-Woo Choi Development, Education, and Implementation of a Low-Cost Audio Sensor-based Autonomous Surveillance System for Smart and Connected Transportation Infrastructure Construction and Maintenance [supporting datasets]. Transportation Consortium of South-Central States, 2020, Report no. 19PPLSU12, ROSA P. https://rosap.ntl.bts.gov/view/dot/60284.
This document looks at the potential for grade separation at the ten at-grade rail crossings in or near the villages of Dolton and Riverdale, Cook County, Illinois. Cook County is approximately 22 miles (35 km) south of downtown Chicago. Association of American Railroads (AAR) site descriptions are provided including traffic control devices used at
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Sriraj, P. S., Fazio, J., & Gajjar, K. (2020). Freight Planning for the Dolton and Riverdale Gateway: Grade Separation. University of Illinois at Chicago. Urban Transportation Center. https://rosap.ntl.bts.gov/view/dot/65527
Sriraj, P S, Joseph Fazio, and Krupa Gajjar. Freight Planning for the Dolton and Riverdale Gateway: Grade Separation. University of Illinois at Chicago. Urban Transportation Center, 2020. https://rosap.ntl.bts.gov/view/dot/65527.
Sriraj, P S, et al. Freight Planning for the Dolton and Riverdale Gateway: Grade Separation. University of Illinois at Chicago. Urban Transportation Center, 2020, ROSA P. https://rosap.ntl.bts.gov/view/dot/65527.
After recent catastrophic flood disasters in Louisiana in 2016 and Texas in 2017, roadways in Region 6 areas suffer not only from the flood-inundation, but also from the long-term recovery processes that incur enormous maintenance costs. To assess the impacts of flooding disasters on roadways, various studies have investigated sampled roadway damag
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DatasetSupporting Files
Lee, Y. C., Choi, K., & Shariatfar, M. (2020). Holistic Network-level Assessment of Pavement Flood Damages [supporting datasets] (Report No. 19PLSU13). Transportation Consortium of South-Central States. https://rosap.ntl.bts.gov/view/dot/56853
Lee, Yong-Cheol, Kunhee Choi, and Moeid Shariatfar. Holistic Network-level Assessment of Pavement Flood Damages [supporting datasets]. Report no. 19PLSU13. Transportation Consortium of South-Central States, 2020. https://rosap.ntl.bts.gov/view/dot/56853.
Lee, Yong-Cheol, et al. Holistic Network-level Assessment of Pavement Flood Damages [supporting datasets]. Transportation Consortium of South-Central States, 2020, Report no. 19PLSU13, ROSA P. https://rosap.ntl.bts.gov/view/dot/56853.
This study advances land use, transportation planning, and public finance research by identifying: a) the various land use, zoning, and value capture-related barriers to the construction of transit-oriented developments (TODs); and b) the major strategies that are commonly used or could be used to address these barriers. The value capture (VC) tool
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DatasetSupporting Files
Mathur, S., & Gatdula, A. (2020). Promoting Transit-Oriented Developments by Addressing Barriers Related to Land Use, Zoning, and Value Capture [supporting datasets] (Report No. 20-35). United States. Department of Transportation. Office of the Assistant Secretary for Research and Technology. https://doi.org/10.31979/mti.2020.1819
Mathur, Shishir and Aaron Gatdula. Promoting Transit-Oriented Developments by Addressing Barriers Related to Land Use, Zoning, and Value Capture [supporting datasets]. Report no. 20-35. United States. Department of Transportation. Office of the Assistant Secretary for Research and Technology, 2020. https://doi.org/10.31979/mti.2020.1819.
Mathur, Shishir, and Aaron Gatdula Promoting Transit-Oriented Developments by Addressing Barriers Related to Land Use, Zoning, and Value Capture [supporting datasets]. United States. Department of Transportation. Office of the Assistant Secretary for Research and Technology, 2020, Report no. 20-35, ROSA P. https://doi.org/10.31979/mti.2020.1819.
These draft guidelines, documented herein, primarily address the following two objectives: (a) provide guidelines on how to access and use the data from the M-E traffic database (T-DSS) in the FPS and M-E software (i.e., the TxME); and (b) make recommendations for the future development of interfacial modules for automated and direct import of the
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Walubita, L. F., Aldo, A., Djebou, C., & Lee, S. I. (2020). Guidelines for M-E Traffic Database (the T-DSS) Use and Recommendations for Developing Interfacial Modules (Report No. 0-6940-P3). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/63039
Walubita, Lubinda F., Aldo Aldo, Clement Djebou, and Sang Ick Lee. Guidelines for M-E Traffic Database (the T-DSS) Use and Recommendations for Developing Interfacial Modules. Report no. 0-6940-P3. Texas A&M Transportation Institute, 2020. https://rosap.ntl.bts.gov/view/dot/63039.
Walubita, Lubinda F., et al. Guidelines for M-E Traffic Database (the T-DSS) Use and Recommendations for Developing Interfacial Modules. Texas A&M Transportation Institute, 2020, Report no. 0-6940-P3, ROSA P. https://rosap.ntl.bts.gov/view/dot/63039.
Moisture-induced damage (stripping) is a major distress in asphalt pavements. This study was undertaken to evaluate the effects of chemical Warm Mix Asphalt (WMA) additives, Reclaimed Asphalt Pavement (RAP), Anti-Stripping Agent (ASA), and hydrated lime on moisture-induced damage potential of asphalt mixes. For this purpose, plant-produced asphalt
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Ghabchi, R., & Acharya, R. (2020). Screening of South Dakota Asphalt Mixes for Moisture Damage Using Conventional and Innovative Approaches (Report No. MPC-20-421). Mountain-Plains Consortium. https://rosap.ntl.bts.gov/view/dot/59865
Ghabchi, Rouzbeh and Rajan Acharya. Screening of South Dakota Asphalt Mixes for Moisture Damage Using Conventional and Innovative Approaches. Report no. MPC-20-421. Mountain-Plains Consortium, 2020. https://rosap.ntl.bts.gov/view/dot/59865.
Ghabchi, Rouzbeh, and Rajan Acharya Screening of South Dakota Asphalt Mixes for Moisture Damage Using Conventional and Innovative Approaches. Mountain-Plains Consortium, 2020, Report no. MPC-20-421, ROSA P. https://rosap.ntl.bts.gov/view/dot/59865.
In addition to people walking, people bicycling are our most vulnerable roadway users; they are most at risk of serious injury or death when they are involved in motor vehicle-related crashes. Local, county, regional and state transportation agencies play an important role in providing and maintaining safe and comfortable bicycle facilities. Planne
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Kuehl, R., McGarvey, M., Harris, C., & Wardoku, M. (2020). Bicycle Facility Implementation -Quick Reference Guide (Report No. 2020RIC03). Minnesota. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/54932
Kuehl, Renae, Mike McGarvey, Colin Harris, and Maria Wardoku. Bicycle Facility Implementation -Quick Reference Guide. Report no. 2020RIC03. Minnesota. Department of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/54932.
Kuehl, Renae, et al. Bicycle Facility Implementation -Quick Reference Guide. Minnesota. Department of Transportation, 2020, Report no. 2020RIC03, ROSA P. https://rosap.ntl.bts.gov/view/dot/54932.
Cementitious stabilization of granular soils has been proven to be an economically viable option for sustainable construction and rehabilitation of pavement structures. The absence of a harmonized and rapid turnaround laboratory mixture design procedure, coupled with construction and inspection guidelines that need improvement have resulted in an o
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Ashtiani, R. S., Rashidi, M., Rodriguez, E., Ordaz, M., Lopez, H. C., Garay, G., Rocha, S., & Garibay, J. (2020). Establishment of Best Practices for Construction and Design of Cement-Treated Materials (Report No. FHWA/TX-21/0-6949-1). University of Texas at El Paso. Center for Transportation Infrastructure Systems. https://rosap.ntl.bts.gov/view/dot/54882
Ashtiani, Reza S., Mohammad Rashidi, Edgar Rodriguez, Margarita Ordaz, Hector Cruz Lopez, German Garay, Sergio Rocha, and Jose Garibay. Establishment of Best Practices for Construction and Design of Cement-Treated Materials. Report no. FHWA/TX-21/0-6949-1. University of Texas at El Paso. Center for Transportation Infrastructure Systems, 2020. https://rosap.ntl.bts.gov/view/dot/54882.
Ashtiani, Reza S., et al. Establishment of Best Practices for Construction and Design of Cement-Treated Materials. University of Texas at El Paso. Center for Transportation Infrastructure Systems, 2020, Report no. FHWA/TX-21/0-6949-1, ROSA P. https://rosap.ntl.bts.gov/view/dot/54882.
This program prioritizes TxDOT's bridges for different truck platoon configurations. The user selects the platoon parameters and the TxDOT district. The program provides a summary plot with the number of structures in each prioritization category. In addition, information on each bridges is provided, which includes estimated load ratings. Detailed
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Texas A&M Transportation Institute (2020). Bridge Prioritization Tool for Truck Platoons. Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/60841
Texas A&M Transportation Institute. Bridge Prioritization Tool for Truck Platoons. Texas A&M Transportation Institute, 2020. https://rosap.ntl.bts.gov/view/dot/60841.
Texas A&M Transportation Institute Bridge Prioritization Tool for Truck Platoons. Texas A&M Transportation Institute, 2020, ROSA P. https://rosap.ntl.bts.gov/view/dot/60841.
Successful development of effective real-time traffic management and information systems requires high quality traffic data in real time. The challenge over the years has been the massive expenses in both time and cost related to the collection of such data. This is true for both passenger vehicle and freight traffic where origin-destination (O/D)
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Oloufa, A. A., Younes, S., & Laman, H. (2020). Effect of Real-time Traffic Data on Truck Diversion Routing on I-75. Florida. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/61982
Oloufa, Amr A., Samar Younes, and Haluk Laman. Effect of Real-time Traffic Data on Truck Diversion Routing on I-75. Florida. Department of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/61982.
Oloufa, Amr A., et al. Effect of Real-time Traffic Data on Truck Diversion Routing on I-75. Florida. Department of Transportation, 2020, ROSA P. https://rosap.ntl.bts.gov/view/dot/61982.
Increases in the rate of seismicity in Texas and in neighboring states since 2008 motivated recent Texas Department of Transportation (TxDOT) research (0-6916), which characterized seismic hazards and bridge fragility, or likelihood of damage based on ground shaking intensity, in Texas; these factors were combined to develop a post-earthquake inspe
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Khosravikia, F., Li, M., Grigoratos, I., Clayton, P., Rathje, E. M., Cox, B. R., & Williamson, E. (2020). Operating Manual for Importing Texas Bridge Data into ShakeCast (Report No. FHWA/TX-20/5-6916-01-1). University of Texas at Austin. Center for Transportation Research. https://rosap.ntl.bts.gov/view/dot/56546
Khosravikia, Farid, Meibai Li, Iason Grigoratos, Patricia Clayton, Ellen M. Rathje, Brady R. Cox, and Eric Williamson. Operating Manual for Importing Texas Bridge Data into ShakeCast. Report no. FHWA/TX-20/5-6916-01-1. University of Texas at Austin. Center for Transportation Research, 2020. https://rosap.ntl.bts.gov/view/dot/56546.
Khosravikia, Farid, et al. Operating Manual for Importing Texas Bridge Data into ShakeCast. University of Texas at Austin. Center for Transportation Research, 2020, Report no. FHWA/TX-20/5-6916-01-1, ROSA P. https://rosap.ntl.bts.gov/view/dot/56546.
Due to increased traffic congestion and reduced budgets, National Road Research Alliance (NRRA) states are seeking effective rehabilitation techniques for older concrete pavements. Unbonded concrete overlays have a successful history as a rehabilitation option, and there is interest by NRRA member states to assemble information on best practices fo
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Korzilius, J., Neff, S., & Kuehl, R. (2020). Design and Performance of Unbonded Concrete Overlays on Concrete Pavement – A Synthesis (Report No. NRRA2020006). Minnesota. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/54933
Korzilius, Joseph, Spencer Neff, and Renae Kuehl. Design and Performance of Unbonded Concrete Overlays on Concrete Pavement – A Synthesis. Report no. NRRA2020006. Minnesota. Department of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/54933.
Korzilius, Joseph, et al. Design and Performance of Unbonded Concrete Overlays on Concrete Pavement – A Synthesis. Minnesota. Department of Transportation, 2020, Report no. NRRA2020006, ROSA P. https://rosap.ntl.bts.gov/view/dot/54933.
There are five main objectives of this research project. The first is to develop finite element models to simulate the performance of geosynthetic reinforced pavements of different traffic sections, built over subgrade soils of different strength conditions, with acceptable accuracy. The second objective is to calibrate and validate the finite elem
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Abu-Farsakh, M. Y., Rupnow, T., & Zhang, Z. (2020). Development of a Design Methodology for Geosynthetic Reinforced Pavement Using Finite Element Numerical Modeling: Research Project Capsule [20-3GT] (Report No. 20-3GT). Louisiana Transportation Research Center. https://rosap.ntl.bts.gov/view/dot/63065
Abu-Farsakh, Murad Y., Tyson Rupnow, and Zhongjie Zhang. Development of a Design Methodology for Geosynthetic Reinforced Pavement Using Finite Element Numerical Modeling: Research Project Capsule [20-3GT]. Report no. 20-3GT. Louisiana Transportation Research Center, 2020. https://rosap.ntl.bts.gov/view/dot/63065.
Abu-Farsakh, Murad Y., et al. Development of a Design Methodology for Geosynthetic Reinforced Pavement Using Finite Element Numerical Modeling: Research Project Capsule [20-3GT]. Louisiana Transportation Research Center, 2020, Report no. 20-3GT, ROSA P. https://rosap.ntl.bts.gov/view/dot/63065.
The purpose of the testing reported herein was to assess the performance of Texas Department of Transportation's (TxDOT’s) extra-large mailboxes according to the safety-performance evaluation guidelines included in the American Association of State Highway and Transportation Officials (AASHTO) Manual for Assessing Safety Hardware (MASH) for Test Le
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Dobrovolny, C. S., Bligh, R. P., Menges, W. L., Schroeder, G. E., & Kuhn, D. L. (2020). MASH TL-3 Evaluation of TxDOT Extra-Large Mailboxes (Report No. FHWA/TX-19/0-6968-R9, 0-6968-R9). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/66044
Dobrovolny, Chiara Silvestri, Roger P. Bligh, Wanda L. Menges, Glenn E. Schroeder, and Darrell L. Kuhn. MASH TL-3 Evaluation of TxDOT Extra-Large Mailboxes. Report no. FHWA/TX-19/0-6968-R9, 0-6968-R9. Texas A&M Transportation Institute, 2020. https://rosap.ntl.bts.gov/view/dot/66044.
Dobrovolny, Chiara Silvestri, et al. MASH TL-3 Evaluation of TxDOT Extra-Large Mailboxes. Texas A&M Transportation Institute, 2020, Report no. FHWA/TX-19/0-6968-R9, 0-6968-R9, ROSA P. https://rosap.ntl.bts.gov/view/dot/66044.
Karst geology is characterized by the presence of sinkholes and voids, which may pose significant risk to existing infrastructure. Sinkhole formation is often observed near active quarries, where dewatering operations can alter regional groundwater flow patterns leading to subsidence and increased void formation. In these areas, identifying locatio
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Montgomery, J., Jackson, D., Kiernan, M., & Anderson, J. B. (2020). Use of Geophysical Methods for Sinkhole Exploration (Report No. 930-945). Auburn University. Highway Research Center. https://rosap.ntl.bts.gov/view/dot/54748
Montgomery, Jack, Dan Jackson, Michael Kiernan, and J. Brian Anderson. Use of Geophysical Methods for Sinkhole Exploration. Report no. 930-945. Auburn University. Highway Research Center, 2020. https://rosap.ntl.bts.gov/view/dot/54748.
Montgomery, Jack, et al. Use of Geophysical Methods for Sinkhole Exploration. Auburn University. Highway Research Center, 2020, Report no. 930-945, ROSA P. https://rosap.ntl.bts.gov/view/dot/54748.
Texas Transportation Institute (TTI) researchers performed an extensive literature review of bridge railing transitions crash tested to Manual for Assessing Safety Hardware (MASH) TL-3, and incorporated the information obtained from this review into the design and details for the new transition testing developed for this project. TTI researchers de
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Williams, W. F., Abu-Odeh, A. Y., Kiani, M., Martinez, M. M., Moran, S. M., Menges, W. L., Schroeder, G. E., & Griffith, B. L. (2020). MASH TL-3 Evaluation of Guardrail to Rigid Barrier Transition Attached to Bridge or Culvert Structure (Report No. FHWA/TX-19/0-6954-R1). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/56571
Williams, William F., Akram Y. Abu-Odeh, Maysam Kiani, Melissa Marisol Martinez, Sana M Moran, Wanda L. Menges, Glenn E. Schroeder, and Bill L. Griffith. MASH TL-3 Evaluation of Guardrail to Rigid Barrier Transition Attached to Bridge or Culvert Structure. Report no. FHWA/TX-19/0-6954-R1. Texas A&M Transportation Institute, 2020. https://rosap.ntl.bts.gov/view/dot/56571.
Williams, William F., et al. MASH TL-3 Evaluation of Guardrail to Rigid Barrier Transition Attached to Bridge or Culvert Structure. Texas A&M Transportation Institute, 2020, Report no. FHWA/TX-19/0-6954-R1, ROSA P. https://rosap.ntl.bts.gov/view/dot/56571.
This study investigated the usage of ground tire rubber (GTR) in Wisconsin asphalt pavements. A special provision (SPV) was drafted outlining mix design guidance when using terminal and dry process GTR. The SPV also included a performance testing regime including Hamburg Wheel Tracking, Disk-Shaped Compact Tension (DCT), and Illinois Flexibility In
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Reichelt, S., Kilger, A., Wilke, P., Behnke, J., & Sylla, R. (2020). Rubber Asphalt Study for Wisconsin (Report No. 0092-19-05). Wisconsin. Dept. of Transportation. Research and Library Unit. https://rosap.ntl.bts.gov/view/dot/60205
Reichelt, Signe, Albert Kilger, Paul Wilke, Jay Behnke, and Ryan Sylla. Rubber Asphalt Study for Wisconsin. Report no. 0092-19-05. Wisconsin. Dept. of Transportation. Research and Library Unit, 2020. https://rosap.ntl.bts.gov/view/dot/60205.
Reichelt, Signe, et al. Rubber Asphalt Study for Wisconsin. Wisconsin. Dept. of Transportation. Research and Library Unit, 2020, Report no. 0092-19-05, ROSA P. https://rosap.ntl.bts.gov/view/dot/60205.
Bridge construction often requires placement of temporary features such as rock jetties and cofferdams in stream and river channels during the construction process. Environmental permitting agencies seek documentation, and in some cases quantification, of the potential effects of these temporary features on instream velocities and channel bank and
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Fitzpatrick, D., Buggs, T., Stephens, T., Lammers, R., & Bledsoe, B. (2020). Hydraulic Effects of Temporary Bridge Construction Activities (Report No. FHWA-GA-21-1727). Georgia. Department of Transportation. Office of Performance-Based Management & Research. https://rosap.ntl.bts.gov/view/dot/56562
Fitzpatrick, Devan, Tanner Buggs, Timothy Stephens, Roderick Lammers, and Brian Bledsoe. Hydraulic Effects of Temporary Bridge Construction Activities. Report no. FHWA-GA-21-1727. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2020. https://rosap.ntl.bts.gov/view/dot/56562.
Fitzpatrick, Devan, et al. Hydraulic Effects of Temporary Bridge Construction Activities. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2020, Report no. FHWA-GA-21-1727, ROSA P. https://rosap.ntl.bts.gov/view/dot/56562.
The Alachua County, FL, has the second highest bicycle mode share in the state. Bicycle riding combined with bus riding, i.e., multimodal commuting, is very popular in the City of Gainesville (COG), FL, while quantified information of usage is very limited. Although some infrastructure could be upgraded, there is no scientific data and ground to ma
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Yoon, Y. K., Schumann, T., Cho, H. H., Kee, A., & Qin, X. (2020). University of Florida Testbed Initiative - Transit Components: Bus Bike Rack System (BDV31-977-113) (Report No. BDV31-977-113). University of Florida. https://rosap.ntl.bts.gov/view/dot/58709
Yoon, Yong-Kyu, Todd Schumann, Hyun Ho Cho, Austin Kee, and Xiao Qin. University of Florida Testbed Initiative - Transit Components: Bus Bike Rack System (BDV31-977-113). Report no. BDV31-977-113. University of Florida, 2020. https://rosap.ntl.bts.gov/view/dot/58709.
Yoon, Yong-Kyu, et al. University of Florida Testbed Initiative - Transit Components: Bus Bike Rack System (BDV31-977-113). University of Florida, 2020, Report no. BDV31-977-113, ROSA P. https://rosap.ntl.bts.gov/view/dot/58709.
This purpose of this project is to validate the draft New York State Department of Transportation Load and Resistance Factor Rating (LRFR) Engineering Instruction developed to provide guidance on application of the LRFR methodology as specified in the American Association of State Highway and Transportation Officials (AASHTO) Manual for Bridge Eval
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Sivakumar, B., & Senturk, E. (2020). Bridge Load and Resistance Factor Rating (LRFR) Assessment – Statewide (Report No. C-11-04). HNTB New York Engineering and Architecture, PC. https://rosap.ntl.bts.gov/view/dot/57020
Sivakumar, Bala and Ekin Senturk. Bridge Load and Resistance Factor Rating (LRFR) Assessment – Statewide. Report no. C-11-04. HNTB New York Engineering and Architecture, PC, 2020. https://rosap.ntl.bts.gov/view/dot/57020.
Sivakumar, Bala, and Ekin Senturk Bridge Load and Resistance Factor Rating (LRFR) Assessment – Statewide. HNTB New York Engineering and Architecture, PC, 2020, Report no. C-11-04, ROSA P. https://rosap.ntl.bts.gov/view/dot/57020.
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