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.
This study focused on understanding the impact of transverse cracks on the residual capacity and load rating analysis of in-service precast prestressed concrete (PPC) deck beams. Two decommissioned (33 × 36 and 21 × 36) PPC deck beams were tested under four-point bending loads to assess the impact of transverse cracks on the structural performance
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Andrawes, B., & Gunasekaran, D. (2025). Testing, Analysis, and Load Rating of Precast Prestressed Concrete Deck Beams with Transverse Cracks (Report No. FHWA-ICT-25-002). Illinois Center for Transportation. https://doi.org/10.36501/0197-9191/25-002
Andrawes, Bassem and Dachina Gunasekaran. Testing, Analysis, and Load Rating of Precast Prestressed Concrete Deck Beams with Transverse Cracks. Report no. FHWA-ICT-25-002. Illinois Center for Transportation, 2025. https://doi.org/10.36501/0197-9191/25-002.
Andrawes, Bassem, and Dachina Gunasekaran Testing, Analysis, and Load Rating of Precast Prestressed Concrete Deck Beams with Transverse Cracks. Illinois Center for Transportation, 2025, Report no. FHWA-ICT-25-002, ROSA P. https://doi.org/10.36501/0197-9191/25-002.
Texas Department of Transportation (TxDOT) Project 0-7037 was initiated to develop a model/tool that could help TxDOT and other transportation planners estimate and assess impacts of changes in freight traffic flow on the Texas Highway Freight Network more quickly than by conducting a full Statewide Analysis Model run. The goal was to produce a too
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Morgan, C. A., Sivaraman, V., Kim, J., Singh, G., Nava, E., Sener, I. N., Kuzio, J., White, L., Sharma, S., Shelton, J., & Warner, J. (2025). Development of the Texas Freight Flow Model (TFFM) Application: A Tool for Assessing Impacts of Changes in Freight Flows on the Texas Highway Freight Network (Report No. FHWA/TX-25/0-7037-R1). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/83529
Morgan, Curtis A., Vijayaraghavan Sivaraman, Jisung Kim, Gargi Singh, Eric Nava, Ipek N. Sener, and Jacqueline Kuzio, et al.. Development of the Texas Freight Flow Model (TFFM) Application: A Tool for Assessing Impacts of Changes in Freight Flows on the Texas Highway Freight Network. Report no. FHWA/TX-25/0-7037-R1. Texas A&M Transportation Institute, 2025. https://rosap.ntl.bts.gov/view/dot/83529.
Morgan, Curtis A., et al. Development of the Texas Freight Flow Model (TFFM) Application: A Tool for Assessing Impacts of Changes in Freight Flows on the Texas Highway Freight Network. Texas A&M Transportation Institute, 2025, Report no. FHWA/TX-25/0-7037-R1, ROSA P. https://rosap.ntl.bts.gov/view/dot/83529.
This study evaluates medium-duty vehicle operations and safety in Oregon to understand impact of e-commerce growth and logistics changes. The objectives were to analyze trends, assess safety risks, and provide policy recommendations. Data from the Oregon Department of Transportation (ODOT) Crash Data System, the Commercial Motor Vehicle crash datab
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Hernandez, S., Velasquez, B., Ghosh, S., Figliozzi, M., Bronson, M., & Semensky, S. (2025). Trends and Challenges Posed by Medium-Duty Trucks to the Operation and Safety of Oregon Highways (Report No. FHWA-OR-RD-25-05, SPR-846). Oregon Department of Transportation. https://rosap.ntl.bts.gov/view/dot/86534
Hernandez, Salvador, Brianna Velasquez, Sukallyan Ghosh, Miguel Figliozzi, Michael Bronson, and Sophia Semensky. Trends and Challenges Posed by Medium-Duty Trucks to the Operation and Safety of Oregon Highways. Report no. FHWA-OR-RD-25-05, SPR-846. Oregon Department of Transportation, 2025. https://rosap.ntl.bts.gov/view/dot/86534.
Hernandez, Salvador, et al. Trends and Challenges Posed by Medium-Duty Trucks to the Operation and Safety of Oregon Highways. Oregon Department of Transportation, 2025, Report no. FHWA-OR-RD-25-05, SPR-846, ROSA P. https://rosap.ntl.bts.gov/view/dot/86534.
FHWA has recently released the new MUTCD, which includes requirements for maintaining minimum levels of retroreflectivity for pavement marking. Such regulatory compliance poses a challenge to agencies because conventional visual inspection methods are labor-intensive, and the results can be subjective. MassDOT has recently completed Phase 1 of this
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Hou, Q., Remache-Patino, B., & Ai, C. (2025). A Pavement Marking Inventory and Retroreflectivity Condition Assessment Method Using Mobile LiDAR – Phase 2 (Report No. 25-066). Massachusetts. Dept. of Transportation. Office of Transportation Planning. https://rosap.ntl.bts.gov/view/dot/86816
Hou, Qing, Bryan Remache-Patino, and Chengbo Ai. A Pavement Marking Inventory and Retroreflectivity Condition Assessment Method Using Mobile LiDAR – Phase 2. Report no. 25-066. Massachusetts. Dept. of Transportation. Office of Transportation Planning, 2025. https://rosap.ntl.bts.gov/view/dot/86816.
Hou, Qing, et al. A Pavement Marking Inventory and Retroreflectivity Condition Assessment Method Using Mobile LiDAR – Phase 2. Massachusetts. Dept. of Transportation. Office of Transportation Planning, 2025, Report no. 25-066, ROSA P. https://rosap.ntl.bts.gov/view/dot/86816.
The Scheduling Assistant Toolkit was developed to enhance the Georgia Department of Transportation’s (GDOT) project scheduling efficiency by providing data-driven recommendations on optimal activity overlapping strategies. Traditional scheduling methods often rely on finish-to-start dependencies, leading to unnecessarily long project durations and
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Pishdad, P., & de la Garza, J. M. (2025). A Scheduling Assistant Toolkit for GDOT’s Effective Planning of Transportation Projects (Report No. FHWA-GA-25-2222). Georgia. Dept. of Transporation. Office of Performance-Based Management and Research. https://rosap.ntl.bts.gov/view/dot/84699
Pishdad, Pardis and Jesus M de la Garza. A Scheduling Assistant Toolkit for GDOT’s Effective Planning of Transportation Projects. Report no. FHWA-GA-25-2222. Georgia. Dept. of Transporation. Office of Performance-Based Management and Research, 2025. https://rosap.ntl.bts.gov/view/dot/84699.
Pishdad, Pardis, and Jesus M de la Garza A Scheduling Assistant Toolkit for GDOT’s Effective Planning of Transportation Projects. Georgia. Dept. of Transporation. Office of Performance-Based Management and Research, 2025, Report no. FHWA-GA-25-2222, ROSA P. https://rosap.ntl.bts.gov/view/dot/84699.
Open-Graded Friction Course (OGFC) is a specialized asphalt concrete mixture used for thin-wearing courses, offering significant safety, economic, and environmental benefits. The porous structure of OGFC enhances drainage, reduces hydroplaning, and improves road visibility, particularly during wet weather conditions. Despite its potential advantage
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Mayeux, C. R. (2025). Improving Maintenance of Open-Graded Friction Course in Louisiana [Summary] (Report No. LTRC Report 709, SIO No. DOTLT1000385 LTRC Project No. 21-5B). Louisiana Transportation Research Center. https://rosap.ntl.bts.gov/view/dot/83883
Mayeux, Corey R. Improving Maintenance of Open-Graded Friction Course in Louisiana [Summary]. Report no. LTRC Report 709, SIO No. DOTLT1000385 LTRC Project No. 21-5B. Louisiana Transportation Research Center, 2025. https://rosap.ntl.bts.gov/view/dot/83883.
Mayeux, Corey R Improving Maintenance of Open-Graded Friction Course in Louisiana [Summary]. Louisiana Transportation Research Center, 2025, Report no. LTRC Report 709, SIO No. DOTLT1000385 LTRC Project No. 21-5B, ROSA P. https://rosap.ntl.bts.gov/view/dot/83883.
In 2022, the Virginia Transportation Research Council published Guidance for and Effectiveness of Low-Cost Delineation Treatments, a report that evaluated the effectiveness of several low-cost delineation countermeasures (Flintsch et al., 2022a). That report recommended that the Virginia Department of Transportation (VDOT) consider a pilot study of
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Appiah, J., Cho, H. W., & Cottrell, B. H. J. (2025). Evaluation of Post-Mounted Delineators and Curve Warning Message Markings Phase 1: Designing a Sampling Plan (Report No. FHWA/VTRC 25-R20). Virginia Transportation Research Council (VTRC). https://rosap.ntl.bts.gov/view/dot/83863
Appiah, Justice, Hyun W. Cho, and Benjamin H. Jr. Cottrell. Evaluation of Post-Mounted Delineators and Curve Warning Message Markings Phase 1: Designing a Sampling Plan. Report no. FHWA/VTRC 25-R20. Virginia Transportation Research Council (VTRC), 2025. https://rosap.ntl.bts.gov/view/dot/83863.
Appiah, Justice, et al. Evaluation of Post-Mounted Delineators and Curve Warning Message Markings Phase 1: Designing a Sampling Plan. Virginia Transportation Research Council (VTRC), 2025, Report no. FHWA/VTRC 25-R20, ROSA P. https://rosap.ntl.bts.gov/view/dot/83863.
The objective of this research was to determine the efficacy and cost-effectiveness of the application of tire-derived aggregate (TDA) in stormwater treatment and management systems. We reaffirmed that TDA is an excellent means of retaining phosphate (soluble reactive phosphorus) in stormwater runoff. In addition, we found that biofilms grow on TDA
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Natarajan, P., Gulliver, J. S., Cai, M., McCollor, M., & Singh, R. (2025). Sustainable Application of TDA in Stormwater Infiltration and Treatment (Report No. MN 2025-33). Minnesota. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/87551
Natarajan, Poornima, John S. Gulliver, Meijun Cai, Mara McCollor, and Rajneesh Singh. Sustainable Application of TDA in Stormwater Infiltration and Treatment. Report no. MN 2025-33. Minnesota. Department of Transportation, 2025. https://rosap.ntl.bts.gov/view/dot/87551.
Natarajan, Poornima, et al. Sustainable Application of TDA in Stormwater Infiltration and Treatment. Minnesota. Department of Transportation, 2025, Report no. MN 2025-33, ROSA P. https://rosap.ntl.bts.gov/view/dot/87551.
Outdoor advertising signs impact millions of travelers around the world every day. These signs are designed to attract driver attention, thus taking it away from the driving task. Driver inattention and distraction are two critical factors for road safety. Regulation of outdoor advertising signs must deal with changing technologies, including digit
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Pike, A., Shirinzad, M., Geedipally, S., Loftus-Otway, L., & Gallun, S. (2025). Assess Driver Distraction in an Era of Rapid Technological Change for Digital Advertising Billboards: Technical Report (Report No. FHWA/TX-25/0-7138-R1). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/86937
Pike, Adam, Maryam Shirinzad, Srinivas Geedipally, Lisa Loftus-Otway, and Susanna Gallun. Assess Driver Distraction in an Era of Rapid Technological Change for Digital Advertising Billboards: Technical Report. Report no. FHWA/TX-25/0-7138-R1. Texas Transportation Institute. Texas A&M University, 2025. https://rosap.ntl.bts.gov/view/dot/86937.
Pike, Adam, et al. Assess Driver Distraction in an Era of Rapid Technological Change for Digital Advertising Billboards: Technical Report. Texas Transportation Institute. Texas A&M University, 2025, Report no. FHWA/TX-25/0-7138-R1, ROSA P. https://rosap.ntl.bts.gov/view/dot/86937.
Currently, many paving agencies in the U.S. including the Missouri Department of Transportation (MoDOT) use the AASHTO T283 method (Tensile Strength Ratio (TSR) test) to determine the moisture damage susceptibility of asphalt mixtures. However, the TSR test has been shown to have a poor correlation with field results based on a review of literature
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Buttlar, W. G. (2025). Evaluation of Stripping Tests for Asphalt Mixtures to Replace AASHTO T283 Method in Missouri [Research Summary]. Missouri. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/85308
Buttlar, William G.. Evaluation of Stripping Tests for Asphalt Mixtures to Replace AASHTO T283 Method in Missouri [Research Summary]. Missouri. Department of Transportation, 2025. https://rosap.ntl.bts.gov/view/dot/85308.
Buttlar, William G. Evaluation of Stripping Tests for Asphalt Mixtures to Replace AASHTO T283 Method in Missouri [Research Summary]. Missouri. Department of Transportation, 2025, ROSA P. https://rosap.ntl.bts.gov/view/dot/85308.
Roundabouts have been shown to enhance safety by lowering travel speeds as compared to other intersection designs. However, pedestrian and bicyclist crossings at roundabouts present unique challenges. Low yielding rates can heighten the risk of crashes, especially at entry and exit points. This study examines driver yielding behavior toward pedestr
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Savolainen, P. T., Gates, T. J., Gupta, N., Imosemi, S., Mohammadpour, M., Dasgar, Y., & Gupta, G. (2025). Improving Safety for People Walking and Biking at Roundabouts (Report No. 2025-27). Minnesota. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/85626
Savolainen, Peter T., Tim J Gates, Nischal Gupta, Sunday Imosemi, Matin Mohammadpour, Yazmin Dasgar, and Gagan Gupta. Improving Safety for People Walking and Biking at Roundabouts. Report no. 2025-27. Minnesota. Department of Transportation, 2025. https://rosap.ntl.bts.gov/view/dot/85626.
Savolainen, Peter T., et al. Improving Safety for People Walking and Biking at Roundabouts. Minnesota. Department of Transportation, 2025, Report no. 2025-27, ROSA P. https://rosap.ntl.bts.gov/view/dot/85626.
The primary objective was to summarize best management practices that avoid and minimize impacts on aquatic resources through construction design standards. The study involved a literature review and discussions with experts to identify knowledge gaps regarding the effects of road and bridge construction on aquatic resources. We examined how other
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Swedberg, D. A., Willink, P. W., & Schelsky, W. M. (2025). Avoiding and Minimizing Impacts to Aquatic Resources through Construction Design Standards (Report No. FHWA-ICT-25-001). Illinois Center for Transportation. https://doi.org/10.36501/0197-9191/25-001
Swedberg, Dusty A, Phillip W Willink, and Wendy M Schelsky. Avoiding and Minimizing Impacts to Aquatic Resources through Construction Design Standards. Report no. FHWA-ICT-25-001. Illinois Center for Transportation, 2025. https://doi.org/10.36501/0197-9191/25-001.
Swedberg, Dusty A, et al. Avoiding and Minimizing Impacts to Aquatic Resources through Construction Design Standards. Illinois Center for Transportation, 2025, Report no. FHWA-ICT-25-001, ROSA P. https://doi.org/10.36501/0197-9191/25-001.
This guide was developed to help Minnesota local agencies better understand and compare Capital Improvement Planning (CIP) software tools. The guide summarizes key features, functionalities, and support offerings across several CIP-related solutions, based on vendor-provided information and publicly available materials. The Technical Advisory Panel
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Minnesota Local Road Research Board (2025). Tools for Capital Improvement Planning (Report No. 2025RIC03). Minnesota. Department of Transportation. https://hdl.handle.net/20.500.14153/mndot.17797
Minnesota Local Road Research Board. Tools for Capital Improvement Planning. Report no. 2025RIC03. Minnesota. Department of Transportation, 2025. https://hdl.handle.net/20.500.14153/mndot.17797.
Minnesota Local Road Research Board Tools for Capital Improvement Planning. Minnesota. Department of Transportation, 2025, Report no. 2025RIC03, ROSA P. https://hdl.handle.net/20.500.14153/mndot.17797.
A 100-ft field implementation of the proposed solar snow fence was conducted In Glyndon, MN. The implementation process started with the manufacturing of solar stripe frames, U connection with steel posts, helical piling, electrical power harvest and storage, electrical use in snow melting, and monitoring of the solar snow fence systems. A 12-ft la
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Yang, M., Yu, Y., & Zhang, Q. (2025). Harnessing Solar Energy through Solar Snow Fence: Implementation (Report No. 2025-25). Minnesota. Department of Transportation. https://hdl.handle.net/20.500.14153/mndot.17802
Yang, Mijia, Yao Yu, and Qifeng Zhang. Harnessing Solar Energy through Solar Snow Fence: Implementation. Report no. 2025-25. Minnesota. Department of Transportation, 2025. https://hdl.handle.net/20.500.14153/mndot.17802.
Yang, Mijia, et al. Harnessing Solar Energy through Solar Snow Fence: Implementation. Minnesota. Department of Transportation, 2025, Report no. 2025-25, ROSA P. https://hdl.handle.net/20.500.14153/mndot.17802.
Stone matrix asphalt (SMA) is a specialized asphalt mixture designed to improve pavement performance by combining a coarse aggregate skeleton with a high-binder content mortar. This innovative design, adopted by the Indiana Department of Transportation (INDOT) in the late 1990s, offers distinct advantages over conventional hot mix asphalt (HMA). Cu
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Lee, J. M., Jeon, J., Mamun, A. A., Khajehvand, M., & Haddock, J. E. (2025). Stone Matrix Asphalt (SMA) Overlay Performance Evaluation (Report No. FHWA/IN/JTRP-2025/09). Purdue University. Joint Transportation Research Program. https://doi.org/10.5703/1288284317853
Lee, Jusang M, Jongmyung Jeon, Abdulah Al Mamun, Maya Khajehvand, and John E. Haddock. Stone Matrix Asphalt (SMA) Overlay Performance Evaluation. Report no. FHWA/IN/JTRP-2025/09. Purdue University. Joint Transportation Research Program, 2025. https://doi.org/10.5703/1288284317853.
Lee, Jusang M, et al. Stone Matrix Asphalt (SMA) Overlay Performance Evaluation. Purdue University. Joint Transportation Research Program, 2025, Report no. FHWA/IN/JTRP-2025/09, ROSA P. https://doi.org/10.5703/1288284317853.
The purpose of this report is to present the measured properties and comparison between concrete mixtures consisting of different available supplementary cementitious materials (SCMs) for the purpose of understanding which SCM provides the best chloride resistance for bridge decks in Utah. The concrete batches were created in the Utah Valley Univer
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Bordelon, A. C., & Clyde, M. (2025). Supplementary Cementitious Materials for Chloride Resistance of Bridge Decks (Report No. UT-25.07). Utah Department of Transportation. https://rosap.ntl.bts.gov/view/dot/86253
Bordelon, Amanda C and Madison Clyde. Supplementary Cementitious Materials for Chloride Resistance of Bridge Decks. Report no. UT-25.07. Utah Department of Transportation, 2025. https://rosap.ntl.bts.gov/view/dot/86253.
Bordelon, Amanda C, and Madison Clyde Supplementary Cementitious Materials for Chloride Resistance of Bridge Decks. Utah Department of Transportation, 2025, Report no. UT-25.07, ROSA P. https://rosap.ntl.bts.gov/view/dot/86253.
The rapid deployment of automated vehicles presents both opportunities and challenges, especially for first responders tasked with ensuring public safety during emergencies. This research project, led by the Texas A&M Transportation Institute, in partnership with the Texas A&M Engineering Extension, addressed critical needs and strategies for inter
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Trefz, B., Ivie, R., Guzman, I., Merritt, J., Hwang, W., Le, M., Perez, M., Speed, J., Stoeltje, G., Zhou, H., Warner, J., McCollum, S., Miller, B., Avolio, M., & Crow, R. (2025). First Responder Interactions with Automated Vehicles: An Identification of Needs and Strategies (Report No. FHWA/TX-25/0-7199-R1). Texas. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/83536
Trefz, Bradley, Ray Ivie, Itzel Guzman, Jack Merritt, William Hwang, Minh Le, and Marcy Perez, et al.. First Responder Interactions with Automated Vehicles: An Identification of Needs and Strategies. Report no. FHWA/TX-25/0-7199-R1. Texas. Department of Transportation, 2025. https://rosap.ntl.bts.gov/view/dot/83536.
Trefz, Bradley, et al. First Responder Interactions with Automated Vehicles: An Identification of Needs and Strategies. Texas. Department of Transportation, 2025, Report no. FHWA/TX-25/0-7199-R1, ROSA P. https://rosap.ntl.bts.gov/view/dot/83536.
Heavy-duty electric vehicles (HDEV) pose challenges to flexible pavements. This study evaluated four Illinois pavement structures to quantify HDEV impacts on pavements. Compounding factors included increases in load and acceleration, which escalated critical strains and reduced repetitions to failure. Various distresses were considered: bottom-up c
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Jayme, A., Hernandez, J., Al-Qadi, I. L., Cardenas, J. J., Hafeez, M., & Villamil, W. (2025). Impact of Heavy Commercial Electric Vehicles on Flexible Pavements (Report No. FHWA-ICT-25-003). Illinois Center for Transportation. https://doi.org/10.36501/0197-9191/25-003
Jayme, Angeli, Jaime Hernandez, Imad L Al-Qadi, Johann J Cardenas, Murryam Hafeez, and William Villamil. Impact of Heavy Commercial Electric Vehicles on Flexible Pavements. Report no. FHWA-ICT-25-003. Illinois Center for Transportation, 2025. https://doi.org/10.36501/0197-9191/25-003.
Jayme, Angeli, et al. Impact of Heavy Commercial Electric Vehicles on Flexible Pavements. Illinois Center for Transportation, 2025, Report no. FHWA-ICT-25-003, ROSA P. https://doi.org/10.36501/0197-9191/25-003.
Most state Department of Transportation roadway design sections predict peak flow for culvert design using, amongst other approaches, Natural Resources Conservation Service (NRCS) TR-20 technology. Even though this technology is more than 50 years old, there are no clear guidelines for how large a single watershed drainage area may be while remaini
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Maughan, T. A., Hotchkiss, R. H., & Hales, R. (2025). Drainage Area Limitations of Single Watershed, Peak Flow Estimates from NRCS Methods (Report No. FY24(033)). Nebraska. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/84549
Maughan, Timothy A, Rollin H. Hotchkiss, and Riley Hales. Drainage Area Limitations of Single Watershed, Peak Flow Estimates from NRCS Methods. Report no. FY24(033). Nebraska. Department of Transportation, 2025. https://rosap.ntl.bts.gov/view/dot/84549.
Maughan, Timothy A, et al. Drainage Area Limitations of Single Watershed, Peak Flow Estimates from NRCS Methods. Nebraska. Department of Transportation, 2025, Report no. FY24(033), ROSA P. https://rosap.ntl.bts.gov/view/dot/84549.
Concrete pavements are built with joints to accommodate for shrinkage and to induce cracking in control locations. Proper joint type selection and application are key for adequate concrete pavement performance. Nevertheless, various challenges have been identified, including joint sealant loss, loss of subgrade support, joint faulting, poor load tr
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Hungria, R. (2025). Joint Deterioration Synthesis [Project Capsule] (Report No. 26-1C). Louisiana Transportation Research Center. https://rosap.ntl.bts.gov/view/dot/83885
Hungria, Ricardo. Joint Deterioration Synthesis [Project Capsule]. Report no. 26-1C. Louisiana Transportation Research Center, 2025. https://rosap.ntl.bts.gov/view/dot/83885.
Hungria, Ricardo Joint Deterioration Synthesis [Project Capsule]. Louisiana Transportation Research Center, 2025, Report no. 26-1C, ROSA P. https://rosap.ntl.bts.gov/view/dot/83885.
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