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 U.S. Geological Survey Central Midwest Water Science Center completed a report (Over and others, 2023) documenting methods, results, and applications of an updated flood-frequency study for the State of Illinois. The study developed regional regression equations that relate the peak-flow quantiles and the basin characteristics of selected strea
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Dataset
Sharpe, J. B., Schafer, L. A., & Marti, M. K. (2023). Geographic Data for the Estimation of Peak Flow Statistics for Illinois [supporting dataset] (Report No. FHWA-ICT-23-014;ICT-23-019;UILU-2023-2019). Illinois Center for Transportation. https://doi.org/10.5066/P9ZAMASB
Sharpe, Jennifer B, Lindsey A. Schafer, and Mackenzie K Marti. Geographic Data for the Estimation of Peak Flow Statistics for Illinois [supporting dataset]. Report no. FHWA-ICT-23-014;ICT-23-019;UILU-2023-2019. Illinois Center for Transportation, 2023. https://doi.org/10.5066/P9ZAMASB.
Sharpe, Jennifer B, et al. Geographic Data for the Estimation of Peak Flow Statistics for Illinois [supporting dataset]. Illinois Center for Transportation, 2023, Report no. FHWA-ICT-23-014;ICT-23-019;UILU-2023-2019, ROSA P. https://doi.org/10.5066/P9ZAMASB.
There is a need to develop new policies and practices for roadside features that support the California Department of Transportation’s (Caltrans’) safety and asset management goals. The goal is to assist highway designers in including maintenance planning strategies to improve worker safety and working conditions. Such policies and practices should
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Duong, A., Soltani, I., & Lasky, T. (2023). Roadside Safety Performance Measures for Specific Countermeasures to Protect Workers (Report No. CA24-4163). California. Department of Transportation. Department of Research, Innovation and System Information. https://rosap.ntl.bts.gov/view/dot/77904
Duong, Anh, Iman Soltani, and Ty Lasky. Roadside Safety Performance Measures for Specific Countermeasures to Protect Workers. Report no. CA24-4163. California. Department of Transportation. Department of Research, Innovation and System Information, 2023. https://rosap.ntl.bts.gov/view/dot/77904.
Duong, Anh, et al. Roadside Safety Performance Measures for Specific Countermeasures to Protect Workers. California. Department of Transportation. Department of Research, Innovation and System Information, 2023, Report no. CA24-4163, ROSA P. https://rosap.ntl.bts.gov/view/dot/77904.
Although research and practical experience show that penalties and incentives are both powerful motivators of human behavior, past approaches for addressing speeding and other routine traffic violations have almost always been punitive. Intercepting traffic violators is labor-intensive, is risky in terms of officer safety, and can amplify pre-exist
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Shaw, J. W., & Litteral, T. (2023). Unticketing: An Upside-Down Approach to Speed Compliance (Report No. IHRB Project TR-759;InTrans Project 18-668). Iowa State University. Bridge Engineering Center. https://rosap.ntl.bts.gov/view/dot/74171
Shaw, John W and Theresa Litteral. Unticketing: An Upside-Down Approach to Speed Compliance. Report no. IHRB Project TR-759;InTrans Project 18-668. Iowa State University. Bridge Engineering Center, 2023. https://rosap.ntl.bts.gov/view/dot/74171.
Shaw, John W, and Theresa Litteral Unticketing: An Upside-Down Approach to Speed Compliance. Iowa State University. Bridge Engineering Center, 2023, Report no. IHRB Project TR-759;InTrans Project 18-668, ROSA P. https://rosap.ntl.bts.gov/view/dot/74171.
In recent decades, state transportation authorities (STAs) such as the Georgia Department of Transportation (GDOT) have increasingly relied upon alternative contracting methods (ACMs) to deliver complex surface transportation infrastructure projects. ACM delivery allocates greater levels of responsibility to the private sector for the completion of
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Ashuri, B., Macedo, J., Hamilton, P., & Aggarwal, A. (2023). Effective Management and Emerging Best Practices of Geotechnical and Utilities Risks in Alternate Delivery (Report No. FHWA-GA-23-2106). Georgia. Department of Transportation. Office of Performance-Based Management & Research. https://rosap.ntl.bts.gov/view/dot/74090
Ashuri, Baabak, Jorge Macedo, Parker Hamilton, and Ayush Aggarwal. Effective Management and Emerging Best Practices of Geotechnical and Utilities Risks in Alternate Delivery. Report no. FHWA-GA-23-2106. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2023. https://rosap.ntl.bts.gov/view/dot/74090.
Ashuri, Baabak, et al. Effective Management and Emerging Best Practices of Geotechnical and Utilities Risks in Alternate Delivery. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2023, Report no. FHWA-GA-23-2106, ROSA P. https://rosap.ntl.bts.gov/view/dot/74090.
Iowa has over 110,000 miles of roads, and they frequently support local residential vehicles as well as heavy trucks. Traditional bituminous surface treatments (BST) could be employed to maintain these roads properly, but these treatments typically require high-quality materials and standard construction equipment. Otta seal is a relatively new BST
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Jibon, M., Yang, B., Mahedi, M., Ceylan, H., Kim, S., Zhang, Y., & Jahren, C. T. (2023). Evaluation of Otta Seal Surfacing for Low-Volume Roads in Iowa, Phase II Study: Comprehensive Laboratory Evaluation and Characterization and Full-Scale Field Implementation (Report No. IHRB Project TR-753;InTrans Project 18-665). Iowa Highway Research Board. https://rosap.ntl.bts.gov/view/dot/73589
Jibon, Md, Bo Yang, Masrur Mahedi, Halil Ceylan, Sunghwan Kim, Yang Zhang, and Charles T. Jahren. Evaluation of Otta Seal Surfacing for Low-Volume Roads in Iowa, Phase II Study: Comprehensive Laboratory Evaluation and Characterization and Full-Scale Field Implementation. Report no. IHRB Project TR-753;InTrans Project 18-665. Iowa Highway Research Board, 2023. https://rosap.ntl.bts.gov/view/dot/73589.
Jibon, Md, et al. Evaluation of Otta Seal Surfacing for Low-Volume Roads in Iowa, Phase II Study: Comprehensive Laboratory Evaluation and Characterization and Full-Scale Field Implementation. Iowa Highway Research Board, 2023, Report no. IHRB Project TR-753;InTrans Project 18-665, ROSA P. https://rosap.ntl.bts.gov/view/dot/73589.
Researchers focused on three research issues: 1) predicting and making recommendations for future evacuations under wildfire conditions using connected vehicle data, 2) driving behaviors in wildfire evacuations, and 3) autonomous vehicle perceptions in winter conditions. This research addresses the urgent need for enhanced emergency evacuation stra
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Lu, P., Huang, Y., Ali, A., Ahmad, S., Yang, X., Ren, Y., & Ahmed, H. U. (2023). Regional Emergency Evacuation Analysis in Traffic With Connected and Autonomous Vehicles [Research Brief] (Report No. MPC 23-509 (project 685)). Mountain-Plains Consortium. https://rosap.ntl.bts.gov/view/dot/73133
Lu, Pan, Ying Huang, Asad Ali, Salman Ahmad, Xinyi Yang, Yihao Ren, and Hafiz Usman Ahmed. Regional Emergency Evacuation Analysis in Traffic With Connected and Autonomous Vehicles [Research Brief]. Report no. MPC 23-509 (project 685). Mountain-Plains Consortium, 2023. https://rosap.ntl.bts.gov/view/dot/73133.
Lu, Pan, et al. Regional Emergency Evacuation Analysis in Traffic With Connected and Autonomous Vehicles [Research Brief]. Mountain-Plains Consortium, 2023, Report no. MPC 23-509 (project 685), ROSA P. https://rosap.ntl.bts.gov/view/dot/73133.
This research is a step in the Wyoming Department of Transportation’s ongoing efforts to implement the Manual for Assessing Safety Hardware (MASH) to enhance roadside safety and reduce the severity of run-off-road crashes. The objective of this research was to develop a MASH Test Level 3 (TL-3) compliant stiffness transition from box beam roadside
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Bligh, R. P., Sheikh, N. M., Schulz, N. D., & Schroeder, W. J. L. (2023). Development of Approach Transition From Box Beam Guardrail to Concrete Parapet (Report No. 611801-03 & -04 WY2401F). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/72827
Bligh, Roger P., Nauman M. Sheikh, Nathan D. Schulz, and William J. L Schroeder. Development of Approach Transition From Box Beam Guardrail to Concrete Parapet. Report no. 611801-03 & -04 WY2401F. Texas A&M Transportation Institute, 2023. https://rosap.ntl.bts.gov/view/dot/72827.
Bligh, Roger P., et al. Development of Approach Transition From Box Beam Guardrail to Concrete Parapet. Texas A&M Transportation Institute, 2023, Report no. 611801-03 & -04 WY2401F, ROSA P. https://rosap.ntl.bts.gov/view/dot/72827.
The COVID-19 pandemic has disrupted daily activities and travel patterns, affecting personal and commercial trips. This study investigates the effect of different stages of the pandemic on travel time patterns. Eighty-six geographically distributed links (sections of road) in Mecklenburg County and Buncombe County, North Carolina, were selected for
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Akbari, C., Gore, N., & Pulugurtha, S. S. (2023). Understanding the Effect of Pervasive Events on Vehicle Travel Time Patterns (Report No. 23-31;CA-MTI-2319). Mineta Transportation Institute. https://doi.org/10.31979/mti.2023.2319
Akbari, Chirag, Ninad Gore, and Srinivas S. Pulugurtha. Understanding the Effect of Pervasive Events on Vehicle Travel Time Patterns. Report no. 23-31;CA-MTI-2319. Mineta Transportation Institute, 2023. https://doi.org/10.31979/mti.2023.2319.
Akbari, Chirag, et al. Understanding the Effect of Pervasive Events on Vehicle Travel Time Patterns. Mineta Transportation Institute, 2023, Report no. 23-31;CA-MTI-2319, ROSA P. https://doi.org/10.31979/mti.2023.2319.
Cooperative Automated Transportation (CAT), encompassing Connected Vehicles (CV), Autonomous Vehicles (AV), and Connected and Automated Vehicles (CAV), represents a transformative shift in the transportation landscape. CAT offers benefits such as improved safety, reduced congestion, enhanced traffic operations, increased productivity, and environme
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Ahmed, M., Das, A., Khan, M. N., Sigdel, M., & Maddineni, V. (2023). Integrating Human Behavior Toward the Development of Safer Cooperative Automated Transportation: Implementation of SHRP2 Naturalistic Driving Study (Report No. WY- 2404F). Wyoming. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/79428
Ahmed, Mohamed, Anik Das, Md Nasim Khan, Mandip Sigdel, and Vamsi Maddineni. Integrating Human Behavior Toward the Development of Safer Cooperative Automated Transportation: Implementation of SHRP2 Naturalistic Driving Study. Report no. WY- 2404F. Wyoming. Department of Transportation, 2023. https://rosap.ntl.bts.gov/view/dot/79428.
Ahmed, Mohamed, et al. Integrating Human Behavior Toward the Development of Safer Cooperative Automated Transportation: Implementation of SHRP2 Naturalistic Driving Study. Wyoming. Department of Transportation, 2023, Report no. WY- 2404F, ROSA P. https://rosap.ntl.bts.gov/view/dot/79428.
This study investigates the use of macrotexture as an indicator of the percent embedment (PE) of aggregate in a chip seal and ultimately, as a quality assurance tool for chip seals. The study included an extensive field- and controlled-testing program from 24 chip seal sections constructed in Illinois. Surface texture measurements were acquired usi
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Alhasan, A., Moon, B., Steele, D., Lee, H. S., & Sufian, A. A. (2023). Chip Seal Quality Assurance Using Percent Embedment (Report No. FHWA-ICT-23-022). Illinois Center for Transportation. https://doi.org/10.36501/0197-9191/23-029
Alhasan, Ahmad, Brian Moon, Doug Steele, Hyung S Lee, and Abu Ahmed Sufian. Chip Seal Quality Assurance Using Percent Embedment. Report no. FHWA-ICT-23-022. Illinois Center for Transportation, 2023. https://doi.org/10.36501/0197-9191/23-029.
Alhasan, Ahmad, et al. Chip Seal Quality Assurance Using Percent Embedment. Illinois Center for Transportation, 2023, Report no. FHWA-ICT-23-022, ROSA P. https://doi.org/10.36501/0197-9191/23-029.
This study compares the service life models of concrete structures against chloride-induced corrosion. Empirical, stochastic, and mechanistic-based service life models were studied. Two popular mechanistic service life models, Life-365 and fib Bulletin 34, were further evaluated. From the design of experiment and statistical analysis, the important
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Khan, Z. H., & Alhasan, A. (2023). A Comparison of Service Life Models for Concrete Corrosion Durability. Florida. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/87986
Khan, Zafrul H. and Ahmad Alhasan. A Comparison of Service Life Models for Concrete Corrosion Durability. Florida. Department of Transportation, 2023. https://rosap.ntl.bts.gov/view/dot/87986.
Khan, Zafrul H., and Ahmad Alhasan A Comparison of Service Life Models for Concrete Corrosion Durability. Florida. Department of Transportation, 2023, ROSA P. https://rosap.ntl.bts.gov/view/dot/87986.
Most wildlife mitigation measures along highways are aimed at improving human safety, reducing direct wildlife mortality, and providing safe crossing opportunities for wildlife. Fences in combination with wildlife crossing structures are the most effective combination of mitigation measures to achieve these objectives. For fences to reliably reduce
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Huijser, M. P., & Getty, S. C. (2023). Electrified Barriers Installed on Top of Wildlife Guards To Help Keep Large Wild Mammals out of a Fenced Road Corridor (Report No. FHWA/MT-23-005/9923-808). Montana. Department of Transportation. Research Programs. https://doi.org/10.21949/1518328
Huijser, Marcel P. and Samantha C Getty. Electrified Barriers Installed on Top of Wildlife Guards To Help Keep Large Wild Mammals out of a Fenced Road Corridor. Report no. FHWA/MT-23-005/9923-808. Montana. Department of Transportation. Research Programs, 2023. https://doi.org/10.21949/1518328.
Huijser, Marcel P., and Samantha C Getty Electrified Barriers Installed on Top of Wildlife Guards To Help Keep Large Wild Mammals out of a Fenced Road Corridor. Montana. Department of Transportation. Research Programs, 2023, Report no. FHWA/MT-23-005/9923-808, ROSA P. https://doi.org/10.21949/1518328.
The objective of this study is to accurately predict the creep and shrinkage behavior of concrete in the I-59/I-20 segmental bridge located in downtown Birmingham, Alabama. Concrete samples were collected on four sampling dates throughout the bridge’s construction for creep and shrinkage testing. Concrete specimens were loaded at 7, 28, 91, and 182
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Beauchamp, P. S., Cooper, G. M., Schindler, A. K., & Barnes, R. W. (2023). Characterization of Concrete Creep and Shrinkage of the Birmingham I-59/I-20 Segmental Bridge (Report No. 930-989). Alabama. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/77188
Beauchamp, Paul S, Grant M Cooper, Anton K. Schindler, and Robert W. Barnes. Characterization of Concrete Creep and Shrinkage of the Birmingham I-59/I-20 Segmental Bridge. Report no. 930-989. Alabama. Department of Transportation, 2023. https://rosap.ntl.bts.gov/view/dot/77188.
Beauchamp, Paul S, et al. Characterization of Concrete Creep and Shrinkage of the Birmingham I-59/I-20 Segmental Bridge. Alabama. Department of Transportation, 2023, Report no. 930-989, ROSA P. https://rosap.ntl.bts.gov/view/dot/77188.
This study aimed to evaluate the performance of Otta seal in Iowa through laboratory and field investigations and to establish recommended specifications for Otta seal implementation.
Ceylan, H., Kim, S., Jahren, C. T., Jibon, M., Yang, B., & Mahedi, M. (2023). Evaluation of Otta Seal Surfacing for Low-Volume Roads in Iowa, Phase II Study: Comprehensive Laboratory Evaluation and Characterization and Full-Scale Field Implementation [Tech Transfer Summary] (Report No. IHRB Project TR-753;InTrans Project 18-665). Iowa Department of Transportation. https://rosap.ntl.bts.gov/view/dot/73630
Ceylan, Halil, Sunghwan Kim, Charles T. Jahren, Md Jibon, Bo Yang, and Masrur Mahedi. Evaluation of Otta Seal Surfacing for Low-Volume Roads in Iowa, Phase II Study: Comprehensive Laboratory Evaluation and Characterization and Full-Scale Field Implementation [Tech Transfer Summary]. Report no. IHRB Project TR-753;InTrans Project 18-665. Iowa Department of Transportation, 2023. https://rosap.ntl.bts.gov/view/dot/73630.
Ceylan, Halil, et al. Evaluation of Otta Seal Surfacing for Low-Volume Roads in Iowa, Phase II Study: Comprehensive Laboratory Evaluation and Characterization and Full-Scale Field Implementation [Tech Transfer Summary]. Iowa Department of Transportation, 2023, Report no. IHRB Project TR-753;InTrans Project 18-665, ROSA P. https://rosap.ntl.bts.gov/view/dot/73630.
The California Department of Transportation (Caltrans) is mandated to conduct Federal Endangered Species Act (FESA) Section 7 and California Endangered Species Act (CESA) consultations for projects potentially impacting federally and state-listed species. Coho salmon (Oncorhynchus kisutch), listed under both FESA and CESA, require precise data on p
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Kinziger, A., Bjorkstedt, E., Buchheister, A., Henderson, M., Bandy, G., Herman, B., & Shaffer, J. (2023). Standardizing Environmental DNA Methodologies for Coho Salmon. California. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/74442
Kinziger, Andrew, Eric Bjorkstedt, Andre Buchheister, Mark Henderson, Gavin Bandy, Braden Herman, and Jason Shaffer. Standardizing Environmental DNA Methodologies for Coho Salmon. California. Department of Transportation, 2023. https://rosap.ntl.bts.gov/view/dot/74442.
Kinziger, Andrew, et al. Standardizing Environmental DNA Methodologies for Coho Salmon. California. Department of Transportation, 2023, ROSA P. https://rosap.ntl.bts.gov/view/dot/74442.
The project team first investigated the performance of PBJs on 468 existing bridges in northwest and east Texas with data gathered from design drawings and inspection reports. Researchers used non-destructive evaluation techniques on PBJs on eight bridges to evaluate construction practices and potential damage.
Birely, A. C., Hurlebaus, S., Yarnold, M. T., Pearson, A. N., Smith, D., & Krajeck, D. D. (2023). Performance and Improvement of Texas Poor Boy Continuous Bridge Deck Details [Project Summary Report] (Report No. 0-7013). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/80580
Birely, Anna C., Stefan Hurlebaus, Matthew T. Yarnold, Andrew N Pearson, Daron Smith, and Drew D. Krajeck. Performance and Improvement of Texas Poor Boy Continuous Bridge Deck Details [Project Summary Report]. Report no. 0-7013. Texas A&M Transportation Institute, 2023. https://rosap.ntl.bts.gov/view/dot/80580.
Birely, Anna C., et al. Performance and Improvement of Texas Poor Boy Continuous Bridge Deck Details [Project Summary Report]. Texas A&M Transportation Institute, 2023, Report no. 0-7013, ROSA P. https://rosap.ntl.bts.gov/view/dot/80580.
The objective of this study is to investigate the cracking of concrete bridge decks employing internal curing. Concrete mixtures incorporating internal curing, used in conjunction with slag cement with or without small amounts of silica fume (as partial replacements of portland cement), are investigated based on construction observations and crack
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Bahadori, A., Darwin, D., O'Reilly, M., & Khoshghalb, M. S. (2023). Construction of Low-Cracking High-Performance Bridge Decks Incorporating New Technology Phase II: Technical Summary (Report No. FHWA-KS-23-02). Arkansas. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/72997
Bahadori, Alireza, David Darwin, Matthew O'Reilly, and Mohsen Salavati Khoshghalb. Construction of Low-Cracking High-Performance Bridge Decks Incorporating New Technology Phase II: Technical Summary. Report no. FHWA-KS-23-02. Arkansas. Department of Transportation, 2023. https://rosap.ntl.bts.gov/view/dot/72997.
Bahadori, Alireza, et al. Construction of Low-Cracking High-Performance Bridge Decks Incorporating New Technology Phase II: Technical Summary. Arkansas. Department of Transportation, 2023, Report no. FHWA-KS-23-02, ROSA P. https://rosap.ntl.bts.gov/view/dot/72997.
The objective of this report is to provide a benchmark for elevator managers in assessing performance and supply a source for recognizing trends in the characteristics of North Dakota elevators. This report and the statistics mailed to individual elevators are presented as a source of information for elevator managers and those interested in the No
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Vachal, K., Andersen, J., & Benson, D. (2023). Annual North Dakota Elevator Marketing Report, 2022–2023 (Report No. DP-324). Upper Great Plains Transportation Institute. https://rosap.ntl.bts.gov/view/dot/73083
Vachal, Kimberly, Jaclyn Andersen, and Doug Benson. Annual North Dakota Elevator Marketing Report, 2022–2023. Report no. DP-324. Upper Great Plains Transportation Institute, 2023. https://rosap.ntl.bts.gov/view/dot/73083.
Vachal, Kimberly, et al. Annual North Dakota Elevator Marketing Report, 2022–2023. Upper Great Plains Transportation Institute, 2023, Report no. DP-324, ROSA P. https://rosap.ntl.bts.gov/view/dot/73083.
Expansion joints on bridge structures allow for essential thermal movements of structural components but often at the cost of regular maintenance and periodic replacement to counter damage the joint may experience throughout its lifecycle. This project was conducted to study the potential for eliminating or removing expansion joints for one of the
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Greenwood, A. T., & Atadero, R. (2023). An Investigation into Expansion Joint Movement for Integral Abutment Concrete Bridges (Report No. CDOT-2024-02). Colorado. Dept. of Transportation. Applied Research and Innovation Branch. https://rosap.ntl.bts.gov/view/dot/75428
Greenwood, Aaron T. and Rebecca Atadero. An Investigation into Expansion Joint Movement for Integral Abutment Concrete Bridges. Report no. CDOT-2024-02. Colorado. Dept. of Transportation. Applied Research and Innovation Branch, 2023. https://rosap.ntl.bts.gov/view/dot/75428.
Greenwood, Aaron T., and Rebecca Atadero An Investigation into Expansion Joint Movement for Integral Abutment Concrete Bridges. Colorado. Dept. of Transportation. Applied Research and Innovation Branch, 2023, Report no. CDOT-2024-02, ROSA P. https://rosap.ntl.bts.gov/view/dot/75428.
Currently, Missouri DOT (MoDOT) does not allow use of recycled materials in SMAs. MoDOT commissioned this study to investigate the effect of incorporation of recycled materials such as RAP and GTR in SMAs. In Phase 1, plant-produced mixtures were collected, and recreated under BMD methodology to determine acceptable upper-limit on RAP for initial i
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Buttlar, W. G., Abdelrahman, M., Rath, P., Meister, J., Gettu, N., & El-Ashwah, A. S. (2023). Evaluation of Recycled Components in Stone Matrix Asphalt Mixes (Report No. cmr 23-016). Missouri. Department of Transportation. Construction and Materials Division. https://rosap.ntl.bts.gov/view/dot/73338
Buttlar, William G., Magdy Abdelrahman, Punyaslok Rath, Jim Meister, Nandita Gettu, and Ahmed S El-Ashwah. Evaluation of Recycled Components in Stone Matrix Asphalt Mixes. Report no. cmr 23-016. Missouri. Department of Transportation. Construction and Materials Division, 2023. https://rosap.ntl.bts.gov/view/dot/73338.
Buttlar, William G., et al. Evaluation of Recycled Components in Stone Matrix Asphalt Mixes. Missouri. Department of Transportation. Construction and Materials Division, 2023, Report no. cmr 23-016, ROSA P. https://rosap.ntl.bts.gov/view/dot/73338.
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