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 use of reclaimed asphalt pavement (RAP) has economic and environmental impacts. This report investigates the prospective use of RAP in preservation treatments (mainly chip sealing and microsurfacing) in Illinois. A review of the current state of knowledge and practice was conducted. The economic and logistic feasibility of using RAP in preserva
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Sayeh, W., Al-Qadi, I. L., & Hajj, R. (2023). Utilizing Reclaimed Asphalt Pavement in Preservation Treatments (Report No. FHWA-ICT-23-016). Illinois Center for Transportation. https://doi.org/10.36501/0197-9191/23-022
Sayeh, Watheq, Imad L Al-Qadi, and Ramez Hajj. Utilizing Reclaimed Asphalt Pavement in Preservation Treatments. Report no. FHWA-ICT-23-016. Illinois Center for Transportation, 2023. https://doi.org/10.36501/0197-9191/23-022.
Sayeh, Watheq, et al. Utilizing Reclaimed Asphalt Pavement in Preservation Treatments. Illinois Center for Transportation, 2023, Report no. FHWA-ICT-23-016, ROSA P. https://doi.org/10.36501/0197-9191/23-022.
Wire arc additive manufacturing (WAAM) is an additive manufacturing process capable of printing using metallic feedstocks, such as traditional welding wire consumables. Advances in WAAM allow large-scale components, measured on the scale of feet, to be fabricated. A lack of fundamental knowledge of the material and fatigue behaviors of WAAM current
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Sherman, R. J., Kessler, H. D., Frank, K. H., & Medlock, R. (2023). Evaluation of Large-Format Metallic Additive Manufacturing (AM) for Steel Bridge Applications: Final Report of Tensile, Impact, and Fatigue Testing Results (Report No. GT-SEMM-23-01). Georgia Tech Research Corporation. https://rosap.ntl.bts.gov/view/dot/72366
Sherman, Ryan J., Hannah D Kessler, Karl H. Frank, and Ronnie Medlock. Evaluation of Large-Format Metallic Additive Manufacturing (AM) for Steel Bridge Applications: Final Report of Tensile, Impact, and Fatigue Testing Results. Report no. GT-SEMM-23-01. Georgia Tech Research Corporation, 2023. https://rosap.ntl.bts.gov/view/dot/72366.
Sherman, Ryan J., et al. Evaluation of Large-Format Metallic Additive Manufacturing (AM) for Steel Bridge Applications: Final Report of Tensile, Impact, and Fatigue Testing Results. Georgia Tech Research Corporation, 2023, Report no. GT-SEMM-23-01, ROSA P. https://rosap.ntl.bts.gov/view/dot/72366.
This study conducted an evaluation of high-mast roadway lighting, which included a review of Illinois Department of Transportation’s high-mast lighting specification and a field experiment. The lighting specification was reviewed for potential cost-saving measures. Recommended changes included the use of an external drive mechanism, a design-by-app
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Gibbons, R. B., Bhagavathula, R., Williams, B., Kassing, A., Hamen, J., & Elkins, D. (2023). Evaluation of Roadway High-Mast Tower Lighting (Report No. FHWA-ICT-23-015). Illinois Center for Transportation. https://doi.org/10.36501/0197-9191/23-021
Gibbons, Ronald B, Rajaram Bhagavathula, Brian Williams, Andrew Kassing, Johann Hamen, and Daniel Elkins. Evaluation of Roadway High-Mast Tower Lighting. Report no. FHWA-ICT-23-015. Illinois Center for Transportation, 2023. https://doi.org/10.36501/0197-9191/23-021.
Gibbons, Ronald B, et al. Evaluation of Roadway High-Mast Tower Lighting. Illinois Center for Transportation, 2023, Report no. FHWA-ICT-23-015, ROSA P. https://doi.org/10.36501/0197-9191/23-021.
Moisture-related shrinkage is regarded as one of the phenomena that has the largest impacts on the performance of jointed plain concrete pavements. Still, most mechanistic-empirical design methods oversimplify or ignore predictions of moisture-related shrinkage and its effects on concrete pavements. This study evaluates how moisture-related shrinka
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Mateos, A., Harvey, J., Paniagua, F., Paniagua, J., & Wu, R. (2023). Drying Shrinkage Response of Full-Scale Thin Concrete Overlay on Asphalt Sections (Report No. UCPRC-RR-2023-01;UCD-ITS-RR-23-71). University of California (System). Pavement Research Center. https://doi.org/10.7922/G2FQ9TZG
Mateos, Angel, John Harvey, Fabian Paniagua, Julio Paniagua, and Rongzong Wu. Drying Shrinkage Response of Full-Scale Thin Concrete Overlay on Asphalt Sections. Report no. UCPRC-RR-2023-01;UCD-ITS-RR-23-71. University of California (System). Pavement Research Center, 2023. https://doi.org/10.7922/G2FQ9TZG.
Mateos, Angel, et al. Drying Shrinkage Response of Full-Scale Thin Concrete Overlay on Asphalt Sections. University of California (System). Pavement Research Center, 2023, Report no. UCPRC-RR-2023-01;UCD-ITS-RR-23-71, ROSA P. https://doi.org/10.7922/G2FQ9TZG.
FDOT’s Percent Within Limits (PWL) specification for acceptance and payment of asphalt materials was first implemented in 2002. The objective of this study was to determine the level of impact that FDOT’s PWL specification has on the long-term performance of asphalt pavements. To meet this objective, Multinomial Logistic Regression Analyses (MLRA)
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Lee, H. S., & Choubane, B. (2023). Impact of Incentive/Disincentive Specifications on Long-Term Asphalt Pavement Performance [Summary]. Florida Department of Transportation. https://rosap.ntl.bts.gov/view/dot/75099
Lee, Hyung S and Bouzid Choubane. Impact of Incentive/Disincentive Specifications on Long-Term Asphalt Pavement Performance [Summary]. Florida Department of Transportation, 2023. https://rosap.ntl.bts.gov/view/dot/75099.
Lee, Hyung S, and Bouzid Choubane Impact of Incentive/Disincentive Specifications on Long-Term Asphalt Pavement Performance [Summary]. Florida Department of Transportation, 2023, ROSA P. https://rosap.ntl.bts.gov/view/dot/75099.
This project uses mixed methods to examine the systemic causes and consequences of the construction of Stockton, California’s Crosstown Freeway and of urban redevelopment for Asian Americans communities. Stockton underwent spatial restructuring in the decades after the Second World War, and state and local government contributed and responded to th
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Ong, P. M., Pech, C., Do, C. H., Yoon, A., & Wasserman, J. L. (2023). Stockton’s Crosstown Freeway, Urban Renewal, and Asian Americans: Systemic Causes and Impacts (Report No. UC-ITS-2022-18). University of California, Los Angeles. Institute of Transportation Studies. https://doi.org/10.7922/g21n7zgp
Ong, Paul M., Chhandara Pech, Christopher-Hung Do, Anne Yoon, and Jacob L. Wasserman. Stockton’s Crosstown Freeway, Urban Renewal, and Asian Americans: Systemic Causes and Impacts. Report no. UC-ITS-2022-18. University of California, Los Angeles. Institute of Transportation Studies, 2023. https://doi.org/10.7922/g21n7zgp.
Ong, Paul M., et al. Stockton’s Crosstown Freeway, Urban Renewal, and Asian Americans: Systemic Causes and Impacts. University of California, Los Angeles. Institute of Transportation Studies, 2023, Report no. UC-ITS-2022-18, ROSA P. https://doi.org/10.7922/g21n7zgp.
This report is a comprehensive review of natural and human-made materials with the potential to reduce cement content in concrete by partially replacing Portland cement or as additives. The review aims to reveal possible source materials as alternative supplementary cementitious materials (ASCMs) to coal-burned fly ash and ground granulated blast f
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Nassiri, S., Butt, A. A., Mateos, A., Roy, S., Filani, I., Zarei, A., Pandit, G., Haider, M. M., & Harvey, J. T. (2023). Identification of Likely Alternative Supplementary Cementitious Materials in California: A Review of Supplies, Technical Performance in Concrete, Economic, and Climatic Considerations (Report No. UCPRC-TM-2023-04). California. Department of Transportation. https://doi.org/10.7922/G2668BH4
Nassiri, Somayeh, Ali A Butt, Angel Mateos, Souvik Roy, Iyanuoluwa Filani, Ali Zarei, Gandhar Pandit, Md Mostofa Haider, and John T Harvey. Identification of Likely Alternative Supplementary Cementitious Materials in California: A Review of Supplies, Technical Performance in Concrete, Economic, and Climatic Considerations. Report no. UCPRC-TM-2023-04. California. Department of Transportation, 2023. https://doi.org/10.7922/G2668BH4.
Nassiri, Somayeh, et al. Identification of Likely Alternative Supplementary Cementitious Materials in California: A Review of Supplies, Technical Performance in Concrete, Economic, and Climatic Considerations. California. Department of Transportation, 2023, Report no. UCPRC-TM-2023-04, ROSA P. https://doi.org/10.7922/G2668BH4.
Due to its excellent mechanical properties, dense microstructure, low permeability, ease of placement and volume stability, ultra-high performance concrete (UHPC) is considered the next-generation structural concrete and is increasingly used in transportation infrastructure. While previous research efforts generated valuable results, to achieve the
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Wei, J., Breña, S., Ritchie, C., & More, H. B. (2023). Ultra-High Performance Concrete Reinforced With Multi-Scale Hybrid Fibers and Its Durability-Related Properties: Final Report (Report No. 23-048). Massachusetts. Dept. of Transportation. Office of Transportation Planning. https://rosap.ntl.bts.gov/view/dot/73582
Wei, Jianqiang, Sergio Breña, Cameron Ritchie, and Hitesh Bhaskar More. Ultra-High Performance Concrete Reinforced With Multi-Scale Hybrid Fibers and Its Durability-Related Properties: Final Report. Report no. 23-048. Massachusetts. Dept. of Transportation. Office of Transportation Planning, 2023. https://rosap.ntl.bts.gov/view/dot/73582.
Wei, Jianqiang, et al. Ultra-High Performance Concrete Reinforced With Multi-Scale Hybrid Fibers and Its Durability-Related Properties: Final Report. Massachusetts. Dept. of Transportation. Office of Transportation Planning, 2023, Report no. 23-048, ROSA P. https://rosap.ntl.bts.gov/view/dot/73582.
This report presents the field validation of wireless ultrasonic thickness measurement systems on in-service steel bridges. The objective of this implementation is to demonstrate the feasibility of long-term corrosion monitoring. The developed system utilizes Martlet wireless ultrasonic sensing devices with two specially designed daughterboards: th
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Wang, Y., Otsuki, Y., & Sakpunpanom, K. (2023). Field Evaluation of Wireless Ultrasonic Thickness Measurement with Steel Bridge Members (Report No. FHWA-GA-23-2202). Georgia. Department of Transportation. Office of Performance-Based Management & Research. https://rosap.ntl.bts.gov/view/dot/71914
Wang, Yang, Yu Otsuki, and Korawat Sakpunpanom. Field Evaluation of Wireless Ultrasonic Thickness Measurement with Steel Bridge Members. Report no. FHWA-GA-23-2202. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2023. https://rosap.ntl.bts.gov/view/dot/71914.
Wang, Yang, et al. Field Evaluation of Wireless Ultrasonic Thickness Measurement with Steel Bridge Members. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2023, Report no. FHWA-GA-23-2202, ROSA P. https://rosap.ntl.bts.gov/view/dot/71914.
The objectives of this research were to construct a full-scale MSE wall with an unyielding condition and measure the resulting internal earth pressures. In particular, the goal of the project was to determine whether design should be conducted under assumed at-rest conditions, or somewhere between at-rest and passive pressure.
Herrera, R., & Rodgers, M. (2023). Estimating Soil Pressure Against Unyielding Surfaces [Summary]. Florida. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/73476
Herrera, Rodrigo and Michael Rodgers. Estimating Soil Pressure Against Unyielding Surfaces [Summary]. Florida. Department of Transportation, 2023. https://rosap.ntl.bts.gov/view/dot/73476.
Herrera, Rodrigo, and Michael Rodgers Estimating Soil Pressure Against Unyielding Surfaces [Summary]. Florida. Department of Transportation, 2023, ROSA P. https://rosap.ntl.bts.gov/view/dot/73476.
Asphalt pavements deteriorate from temperature cycling, moisture, oxidation, and loading-related distresses. Pavement preservation is critical in maintaining the functional and structural integrity of roads and extending pavement life. Surface treatments can prevent or restore the aging effects by rejuvenating and/or sealing the pavement’s surface,
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Williams, R. C., Rodrigues, A. L., Falcao, C., Buss, A., Staver, M., Pinto, I., Hohmann, A., Cochran, E., Hernandez, N., Becker, A., Kuehl, B., & Forrester, M. (2023). Bio-Material Maintenance Treatments (Report No. NRRA202306). Minnesota. Department of Transportation. Office of Research & Innovation. https://rosap.ntl.bts.gov/view/dot/72561
Williams, R Christopher, Ana Luiza Rodrigues, Caio Falcao, Ashley Buss, Maxwell Staver, Irvin Pinto, and Austin Hohmann, et al.. Bio-Material Maintenance Treatments. Report no. NRRA202306. Minnesota. Department of Transportation. Office of Research & Innovation, 2023. https://rosap.ntl.bts.gov/view/dot/72561.
Williams, R Christopher, et al. Bio-Material Maintenance Treatments. Minnesota. Department of Transportation. Office of Research & Innovation, 2023, Report no. NRRA202306, ROSA P. https://rosap.ntl.bts.gov/view/dot/72561.
The objectives of this research were to synthesize decades of research and practicum surrounding fiber orientation factors for UHPC and analyze the rationale behind the standards set for UHPC design by several countries that have implemented guidelines for its use.
Freeman, C., & Zhang, Q. (2023). Synthesis Study Quantifying the Effect of UHPC Fiber Dispersion and Orientation in Structural Members [Summary]. Florida. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/73616
Freeman, Christina and Qian Zhang. Synthesis Study Quantifying the Effect of UHPC Fiber Dispersion and Orientation in Structural Members [Summary]. Florida. Department of Transportation, 2023. https://rosap.ntl.bts.gov/view/dot/73616.
Freeman, Christina, and Qian Zhang Synthesis Study Quantifying the Effect of UHPC Fiber Dispersion and Orientation in Structural Members [Summary]. Florida. Department of Transportation, 2023, ROSA P. https://rosap.ntl.bts.gov/view/dot/73616.
In 2018, the Ohio Department of Transportation (ODOT) District 1 conducted a trial chip seal project in Defiance County on State Route 66 that utilized electric arc furnace (EAF) slag in lieu of the traditional limestone aggregates. The results of this chip seal project have been mixed thus far. There was an increase in the number of windshield bre
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Abbas, A. R., Nazzal, M., Alkalabani, A., & Alassi, M. (2023). District Highway Maintenance Research On-Call Task#4 - Best Practices for Using Slag in Chip Seal Treatments [Fact Sheet]. Ohio. Department of Transportation. Office of Statewide Planning and Research. https://rosap.ntl.bts.gov/view/dot/73167
Abbas, Ala R., Munir Nazzal, Abedalrauf Alkalabani, and Momen Alassi. District Highway Maintenance Research On-Call Task#4 - Best Practices for Using Slag in Chip Seal Treatments [Fact Sheet]. Ohio. Department of Transportation. Office of Statewide Planning and Research, 2023. https://rosap.ntl.bts.gov/view/dot/73167.
Abbas, Ala R., et al. District Highway Maintenance Research On-Call Task#4 - Best Practices for Using Slag in Chip Seal Treatments [Fact Sheet]. Ohio. Department of Transportation. Office of Statewide Planning and Research, 2023, ROSA P. https://rosap.ntl.bts.gov/view/dot/73167.
United States. Department of Transportation. National Highway Traffic Safety Administration. National Center for Statistics and Analysis
2023-10-01
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In 2021 there were an estimated 6,102,936 police-reported traffic crashes in which 42,939 people were killed and an estimated 2,497,657 people were injured. Compared to 2020 this was a 10-percent increase in the number of traffic fatalities, and a 9.4-percent increase in the estimated number of people injured. The estimated number of police-reporte
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United States. Department of Transportation. National Highway Traffic Safety Administration. National Center for Statistics and Analysis (2023). Traffic Safety Facts 2021 Data: Summary of Motor Vehicle Traffic Crashes (Report No. DOT HS 813 515). United States. Department of Transportation. National Highway Traffic Safety Administration. https://rosap.ntl.bts.gov/view/dot/78493
United States. Department of Transportation. National Highway Traffic Safety Administration. National Center for Statistics and Analysis. Traffic Safety Facts 2021 Data: Summary of Motor Vehicle Traffic Crashes. Report no. DOT HS 813 515. United States. Department of Transportation. National Highway Traffic Safety Administration, 2023. https://rosap.ntl.bts.gov/view/dot/78493.
United States. Department of Transportation. National Highway Traffic Safety Administration. National Center for Statistics and Analysis Traffic Safety Facts 2021 Data: Summary of Motor Vehicle Traffic Crashes. United States. Department of Transportation. National Highway Traffic Safety Administration, 2023, Report no. DOT HS 813 515, ROSA P. https://rosap.ntl.bts.gov/view/dot/78493.
A recent legislative change has given Minnesota cities greater authority in establishing lower speed limits on streets in their jurisdiction—a decision that could potentially have positive impacts on public safety, especially pedestrian and bicycle traffic. A recent analysis of speed-setting practices and the effectiveness of speed limit changes re
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Arvidson, T., & Manchester, W. (2023). Reevaluating City Speed Limits with Public Safety in Mind [Implementation Summary]. Minnesota. Department of Transportation. Office of Research & Innovation. https://rosap.ntl.bts.gov/view/dot/73155
Arvidson, Tim and Will Manchester. Reevaluating City Speed Limits with Public Safety in Mind [Implementation Summary]. Minnesota. Department of Transportation. Office of Research & Innovation, 2023. https://rosap.ntl.bts.gov/view/dot/73155.
Arvidson, Tim, and Will Manchester Reevaluating City Speed Limits with Public Safety in Mind [Implementation Summary]. Minnesota. Department of Transportation. Office of Research & Innovation, 2023, ROSA P. https://rosap.ntl.bts.gov/view/dot/73155.
The objectives of this research project were to validate the Phase I bearing capacity equations as well as methods for estimating footing settlement under service and ultimate load states.
Herrera, R., & Rodgers, M. B. (2023). Field Load Testing of Shallow Foundations in Florida Limestone: Phase II [Brief]. Florida. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/73478
Herrera, Rodrigo and Michael B Rodgers. Field Load Testing of Shallow Foundations in Florida Limestone: Phase II [Brief]. Florida. Department of Transportation, 2023. https://rosap.ntl.bts.gov/view/dot/73478.
Herrera, Rodrigo, and Michael B Rodgers Field Load Testing of Shallow Foundations in Florida Limestone: Phase II [Brief]. Florida. Department of Transportation, 2023, ROSA P. https://rosap.ntl.bts.gov/view/dot/73478.
Highway improvements benefit drivers by providing safer roads and increased access to businesses. Business establishments can benefit from increased traffic. Road projects, however, may have negative impacts on some business establishments. Long-standing independent businesses may suffer, for example, as new chain stores move into an area. Further,
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Zlimen, K., & Fan, Y. (2023). Impacts of Highway Improvements on Adjacent Businesses [Summary] (Report No. 2023-30TS). Minnesota. Department of Transportation. Office of Research & Innovation. https://rosap.ntl.bts.gov/view/dot/72539
Zlimen, Kimberly and Yingling Fan. Impacts of Highway Improvements on Adjacent Businesses [Summary]. Report no. 2023-30TS. Minnesota. Department of Transportation. Office of Research & Innovation, 2023. https://rosap.ntl.bts.gov/view/dot/72539.
Zlimen, Kimberly, and Yingling Fan Impacts of Highway Improvements on Adjacent Businesses [Summary]. Minnesota. Department of Transportation. Office of Research & Innovation, 2023, Report no. 2023-30TS, ROSA P. https://rosap.ntl.bts.gov/view/dot/72539.
Vehicle weaving describes the vehicle lane changes in areas between consecutive merge and diverge ramp junctions. During heavy traffic, vehicle weaving will slow down traffic, cause congestion, and increase the possibility of crashes. It is desirable to automatically capture the weaving information using camera videos in the weaving areas. The curr
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Chien, S., Christopher, L., Chen, Y., Qiu, M., & Lin, W. (2023). Origin-Destination Vehicle Counts in Weaving Area Utilizing Existing Field Data (Report No. FHWA/IN/JTRP-2024/02). Purdue University. Joint Transportation Research Program. https://doi.org/10.5703/1288284317719
Chien, Stanley, Lauren Christopher, Yaobin Chen, Mei Qiu, and Wei Lin. Origin-Destination Vehicle Counts in Weaving Area Utilizing Existing Field Data. Report no. FHWA/IN/JTRP-2024/02. Purdue University. Joint Transportation Research Program, 2023. https://doi.org/10.5703/1288284317719.
Chien, Stanley, et al. Origin-Destination Vehicle Counts in Weaving Area Utilizing Existing Field Data. Purdue University. Joint Transportation Research Program, 2023, Report no. FHWA/IN/JTRP-2024/02, ROSA P. https://doi.org/10.5703/1288284317719.
The use of ultra-high performance concrete (UHPC) in Texas bridges has the potential to add substantial improvements to bridge construction. Advanced material properties and superior durability of UHPC can result in significant design and construction benefits. Within this context, this project evaluated the application of UHPC for precast, pretens
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Hueste, M. B. D., Mukhopadhyay, A., Hurlebaus, S., Mander, J., Hong, H., Fatima, A., & Terzioglu, T. (2023). Utilization of UHPC Bridge Superstructures in Texas— Volume 3: UHPC Production Guidelines and Design Recommendations with Design Examples (Report No. FHWA/TX-23/0-6982-R1-Vol3). Texas Department of Transportation. Research and Technology Implementation Office. https://rosap.ntl.bts.gov/view/dot/72725
Hueste, Mary Beth D., Anol Mukhopadhyay, Stefan Hurlebaus, John Mander, Hyeonki Hong, Amreen Fatima, and Tevfik Terzioglu. Utilization of UHPC Bridge Superstructures in Texas— Volume 3: UHPC Production Guidelines and Design Recommendations with Design Examples. Report no. FHWA/TX-23/0-6982-R1-Vol3. Texas Department of Transportation. Research and Technology Implementation Office, 2023. https://rosap.ntl.bts.gov/view/dot/72725.
Hueste, Mary Beth D., et al. Utilization of UHPC Bridge Superstructures in Texas— Volume 3: UHPC Production Guidelines and Design Recommendations with Design Examples. Texas Department of Transportation. Research and Technology Implementation Office, 2023, Report no. FHWA/TX-23/0-6982-R1-Vol3, ROSA P. https://rosap.ntl.bts.gov/view/dot/72725.
Prestressed concrete is widely used in bridge construction and is considered a cost-effective and efficient method of construction. However, durability issues have arisen which have been attributed to poor grouting practice or material performance. To improve durability and facilitate replacement of tendons, bridge construction projects in Florida
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Consolazio, G., & Potter, W. (2023). Flexural Capacity of Concrete Elements with Unbonded and Bonded Prestressing [Summary]. Florida Department of Transportation. https://rosap.ntl.bts.gov/view/dot/75093
Consolazio, Gary and William Potter. Flexural Capacity of Concrete Elements with Unbonded and Bonded Prestressing [Summary]. Florida Department of Transportation, 2023. https://rosap.ntl.bts.gov/view/dot/75093.
Consolazio, Gary, and William Potter Flexural Capacity of Concrete Elements with Unbonded and Bonded Prestressing [Summary]. Florida Department of Transportation, 2023, ROSA P. https://rosap.ntl.bts.gov/view/dot/75093.
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