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.
Enhancing the quality and efficiency of the Texas surface transportation system necessitates reliable predictions about the initiation and dispersion of prolonged congestion, as well as effective tracking of atypical events and their potential evolution. Artificial intelligence (AI) offers a unique avenue for achieving these goals, presenting an op
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Das, S., Tsapakis, I., Khan, M. N., Liu, J., Mills, D., Miller, M., Balke, K., Wu, J., Azimi, M., & Qi, Y. (2023). Leveraging Artificial Intelligence (AI) Techniques to Detect, Forecast, and Manage Freeway Congestion: Technical Report (Report No. FHWA/TX-23/0-7131-R1). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/72322
Das, Subasish, Ioannis Tsapakis, Md Nasim Khan, Jinli Liu, David Mills, Matt Miller, Kevin Balke, Jason Wu, Mehdi Azimi, and Yi Qi. Leveraging Artificial Intelligence (AI) Techniques to Detect, Forecast, and Manage Freeway Congestion: Technical Report. Report no. FHWA/TX-23/0-7131-R1. Texas A&M Transportation Institute, 2023. https://rosap.ntl.bts.gov/view/dot/72322.
Das, Subasish, et al. Leveraging Artificial Intelligence (AI) Techniques to Detect, Forecast, and Manage Freeway Congestion: Technical Report. Texas A&M Transportation Institute, 2023, Report no. FHWA/TX-23/0-7131-R1, ROSA P. https://rosap.ntl.bts.gov/view/dot/72322.
The design, construction, and maintenance of off-system bridges vary across local governments (cities and counties), often resulting in inferior performance compared to bridges managed by state highway agencies. Limited knowledge of local government practices hinders understanding of the factors contributing to these deficiencies and poses challeng
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Shahandashti, M., Chao, S. H. (., Yazdani, N., & Darghiasi, P. (2023). 0-7146: Develop Guidance for Local Government Building Codes for Bridges. Texas. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/86341
Shahandashti, Mohsen, Shih-Ho (Simon) Chao, Nur Yazdani, and Pooya Darghiasi. 0-7146: Develop Guidance for Local Government Building Codes for Bridges. Texas. Department of Transportation, 2023. https://rosap.ntl.bts.gov/view/dot/86341.
Shahandashti, Mohsen, et al. 0-7146: Develop Guidance for Local Government Building Codes for Bridges. Texas. Department of Transportation, 2023, ROSA P. https://rosap.ntl.bts.gov/view/dot/86341.
Researchers conducted a comprehensive literature review to gather information on thermal segregation in asphalt mixes. Various hardware systems, specifications, and previous research studies were summarized and documented to understand the existing knowledge on the subject.
Sebesta, S., Kim, J., Taylor, R., & Hu, S. (2023). Determine the Influence of Thermal Segregation on Current Asphalt Mixtures [Project Summary] (Report No. 0-7075). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/72331
Sebesta, Stephen, Jinho Kim, Ross Taylor, and Sheng Hu. Determine the Influence of Thermal Segregation on Current Asphalt Mixtures [Project Summary]. Report no. 0-7075. Texas A&M Transportation Institute, 2023. https://rosap.ntl.bts.gov/view/dot/72331.
Sebesta, Stephen, et al. Determine the Influence of Thermal Segregation on Current Asphalt Mixtures [Project Summary]. Texas A&M Transportation Institute, 2023, Report no. 0-7075, ROSA P. https://rosap.ntl.bts.gov/view/dot/72331.
The researchers developed the Asphalt Mixture Automated Testing System with Zero Intervention (AMAZE), shown in Figure 1. The AMAZE includes five units: • An air voids measurement unit. • A specimen storage unit. • Two temperature conditioning units, one for room temperature and the other for high temperature (e.g., 50 °C). • A material testing loa
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Zhou, F., & Roa, J. (2023). Automated IDEAL Cracking and Rutting Tests [Project Summary] (Report No. 0-6674-03). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/74565
Zhou, Fujie and Jorge Roa. Automated IDEAL Cracking and Rutting Tests [Project Summary]. Report no. 0-6674-03. Texas A&M Transportation Institute, 2023. https://rosap.ntl.bts.gov/view/dot/74565.
Zhou, Fujie, and Jorge Roa Automated IDEAL Cracking and Rutting Tests [Project Summary]. Texas A&M Transportation Institute, 2023, Report no. 0-6674-03, ROSA P. https://rosap.ntl.bts.gov/view/dot/74565.
The objective of this project was to develop a median opening protection system (MOPS) suitable for implementation in sloped medians between parallel bridges. One primary goal was to use currently available technologies to speed implementation. The MOPS was intended to prevent motorists from experiencing these roadway departure crashes between para
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Kovar, J. C., Bligh, R., Perez, M., & Dadashova, B. (2023). Develop Enhanced Protection of Median Openings Between Parallel Bridge Structures [Project Summary] (Report No. 0-7021-01). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/75702
Kovar, James C., Roger Bligh, Marcie Perez, and Bahar Dadashova. Develop Enhanced Protection of Median Openings Between Parallel Bridge Structures [Project Summary]. Report no. 0-7021-01. Texas A&M Transportation Institute, 2023. https://rosap.ntl.bts.gov/view/dot/75702.
Kovar, James C., et al. Develop Enhanced Protection of Median Openings Between Parallel Bridge Structures [Project Summary]. Texas A&M Transportation Institute, 2023, Report no. 0-7021-01, ROSA P. https://rosap.ntl.bts.gov/view/dot/75702.
From 2010 to 2019, approximately 1700 wrong-way driving (WWD) crashes occurred in Texas on controlled-access highways (e.g., freeways and interstates). On average, about 170 WWD crashes occurred each year, and 10 percent resulted in a fatality. To reduce the number of wrong-way (WW) maneuvers and associated crashes on Texas freeways, the Texas Depa
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Finley, M. D., Venglar, S. P., Florence, D., Charara, H., Brydia, R. E., & Brewer, M. A. (2023). Develop Standardized Operational Evaluation of Wrong-Way Driving Detection Technologies [Project Summary] (Report No. 0-7119). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/73233
Finley, Melisa D., Steven P. Venglar, David Florence, Hassan Charara, Robert E. Brydia, and Marcus A. Brewer. Develop Standardized Operational Evaluation of Wrong-Way Driving Detection Technologies [Project Summary]. Report no. 0-7119. Texas A&M Transportation Institute, 2023. https://rosap.ntl.bts.gov/view/dot/73233.
Finley, Melisa D., et al. Develop Standardized Operational Evaluation of Wrong-Way Driving Detection Technologies [Project Summary]. Texas A&M Transportation Institute, 2023, Report no. 0-7119, ROSA P. https://rosap.ntl.bts.gov/view/dot/73233.
Evaluating the numerous types of traffic control devices (TCDs) newly available and installed across Texas roadways is a key for the Texas Department of Transportation (TxDOT) to maintain roadway safety and proper performance of TCDs. Evaluations are also needed in order to cost-effectively implement new devices and technologies for continual impro
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Finley, M. D., Habermann, J., Hudson, J. G., Pike, A. M., Pratt, M. P., Theiss, L., & Venglar, S. P. (2023). Traffic Control Device Analysis, Testing, and Evaluation Program [Project Summary] (Report No. 0-7096). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/77980
Finley, Melisa D., John Habermann, Joan G. Hudson, Adam M. Pike, Michael P. Pratt, LuAnn Theiss, and Steven P. Venglar. Traffic Control Device Analysis, Testing, and Evaluation Program [Project Summary]. Report no. 0-7096. Texas A&M Transportation Institute, 2023. https://rosap.ntl.bts.gov/view/dot/77980.
Finley, Melisa D., et al. Traffic Control Device Analysis, Testing, and Evaluation Program [Project Summary]. Texas A&M Transportation Institute, 2023, Report no. 0-7096, ROSA P. https://rosap.ntl.bts.gov/view/dot/77980.
Over 140 million tons of recycled concrete aggregate (RCA) are produced in the United States per year (ACPA, 2009), and this material has been used in a host of transportation infrastructure applications, including fills, embankments, bases, subbases, and concrete pavements. Currently, TxDOT limits the maximum amount of recycled crushed concrete fi
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Folliard, K. J., Drimalas, T., & Lute, R. D. (2023). 0-7074: Increase the Allowable Content of Recycled Crushed Concrete Aggregate in Class P Concrete. University of Texas at Austin. Center for Transportation Research. https://rosap.ntl.bts.gov/view/dot/80868
Folliard, Kevin J., Thanos Drimalas, and Racheal D Lute. 0-7074: Increase the Allowable Content of Recycled Crushed Concrete Aggregate in Class P Concrete. University of Texas at Austin. Center for Transportation Research, 2023. https://rosap.ntl.bts.gov/view/dot/80868.
Folliard, Kevin J., et al. 0-7074: Increase the Allowable Content of Recycled Crushed Concrete Aggregate in Class P Concrete. University of Texas at Austin. Center for Transportation Research, 2023, ROSA P. https://rosap.ntl.bts.gov/view/dot/80868.
This implementation project aimed to validate the results of a previous project (0-5665) by determining the rumble strip depth that can provide adequate protection to the markers while also still being visible to road users. The research team identified additional sites to deploy embedded markers in rumble strips. Two marker types (low profile mark
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Ferron, R., Al-Amin, M., Srinivasan, S., & Rung, M. (2023). Implementation of Retroreflective Pavement Markers (RPMs) in Rumble Strips as a Method to Enhance Driving Conditions After Snowplow Operations [Project Summary] (Report No. 5-6995-01). University of Texas at Austin. Center for Transportation Research. https://rosap.ntl.bts.gov/view/dot/75574
Ferron, Raissa, Md Al-Amin, Savitha Srinivasan, and Michael Rung. Implementation of Retroreflective Pavement Markers (RPMs) in Rumble Strips as a Method to Enhance Driving Conditions After Snowplow Operations [Project Summary]. Report no. 5-6995-01. University of Texas at Austin. Center for Transportation Research, 2023. https://rosap.ntl.bts.gov/view/dot/75574.
Ferron, Raissa, et al. Implementation of Retroreflective Pavement Markers (RPMs) in Rumble Strips as a Method to Enhance Driving Conditions After Snowplow Operations [Project Summary]. University of Texas at Austin. Center for Transportation Research, 2023, Report no. 5-6995-01, ROSA P. https://rosap.ntl.bts.gov/view/dot/75574.
The research study included experimental testing and numerical modeling to obtain and develop much needed experimental data and analytical tools to study the performance of seamless systems, identify design issues, and propose design guidelines for the U.S. practice.
Helwig, T., Chen, X., Malviya, J., Kouchaki, B. M., Ge, X., Murcia-Delso, J., & Zornberg, J. G. (2023). Evaluation of Seamless Bridges [Project Summary] (Report No. 0-7011). University of Texas at Austin. Center for Transportation Research. https://rosap.ntl.bts.gov/view/dot/71900
Helwig, Todd, Xiaoyi Chen, Jay Malviya, Behdad Mofarraj Kouchaki, Xiaomeng Ge, Juan Murcia-Delso, and Jorge G. Zornberg. Evaluation of Seamless Bridges [Project Summary]. Report no. 0-7011. University of Texas at Austin. Center for Transportation Research, 2023. https://rosap.ntl.bts.gov/view/dot/71900.
Helwig, Todd, et al. Evaluation of Seamless Bridges [Project Summary]. University of Texas at Austin. Center for Transportation Research, 2023, Report no. 0-7011, ROSA P. https://rosap.ntl.bts.gov/view/dot/71900.
Geogrids are used within the base or as a subgrade/base interface layer for enhancing the performance of flexible and rigid pavements. While there has been significant use, particularly in Texas, of geogrid-reinforced pavements, limited research has dealt with the methodologies of quantifying their influence on pavement performance. In the state of
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Zornberg, J. G., Sankaranarayanan, S., Roodi, H., Vasanthkumar, V. K., Blake, C., Mikati, A., & Yalcin, Y. (2023). Implementation of Geosynthetic-Stabilized Roadways for Base Course Reduction: Field Monitoring and Design Recommendations [Project Summary Report] (Report No. 5-4829-05). University of Texas at Austin. Center for Transportation Research. https://rosap.ntl.bts.gov/view/dot/79688
Zornberg, Jorge G., Subramanian Sankaranarayanan, Hossein Roodi, Vinay Kumar Vasanthkumar, Calvin Blake, Abed Mikati, and Yagizer Yalcin. Implementation of Geosynthetic-Stabilized Roadways for Base Course Reduction: Field Monitoring and Design Recommendations [Project Summary Report]. Report no. 5-4829-05. University of Texas at Austin. Center for Transportation Research, 2023. https://rosap.ntl.bts.gov/view/dot/79688.
Zornberg, Jorge G., et al. Implementation of Geosynthetic-Stabilized Roadways for Base Course Reduction: Field Monitoring and Design Recommendations [Project Summary Report]. University of Texas at Austin. Center for Transportation Research, 2023, Report no. 5-4829-05, ROSA P. https://rosap.ntl.bts.gov/view/dot/79688.
The project team compiled and reviewed existing road cross-section guidance (for urban, suburban, and rural environments), along with research findings, to identify content that would be appropriate for inclusion in Texas-based guidelines for cross-section optimization. A subsequent task focused on considering the data needs for assessing a propose
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Brewer, M. A., Dixon, K., Geedipally, S., & Pratt, M. P. (2023). Texas Guidelines for Optimizing Roadway Cross-Section [Project Summary] (Report No. 0-7136). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/72325
Brewer, Marcus A., Karen Dixon, Srinivas Geedipally, and Michael P. Pratt. Texas Guidelines for Optimizing Roadway Cross-Section [Project Summary]. Report no. 0-7136. Texas A&M Transportation Institute, 2023. https://rosap.ntl.bts.gov/view/dot/72325.
Brewer, Marcus A., et al. Texas Guidelines for Optimizing Roadway Cross-Section [Project Summary]. Texas A&M Transportation Institute, 2023, Report no. 0-7136, ROSA P. https://rosap.ntl.bts.gov/view/dot/72325.
Posted speed limits on Texas roadways have increased in recent years. Texas now has many miles of roadways posted at speeds of 75 mph and above. Barrier systems (e.g., guard fence, median barriers, and bridge rails) are currently tested and evaluated at a design impact speed of 62 mph. The performance limits of existing barriers are not known. Some
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Bligh, R., Chamargore, S., Silvestri-Dobrovolny, C., Dadashova, B., Perez, M., Zalani, A., Park, S. H., Williams, W., Lee, J., & Kiani, M. (2023). Determine the Adequacy of Installation of Existing Roadside Barriers on High-Speed Roadways [Summary Report] (Report No. 0-7121). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/77982
Bligh, Roger, Sonal Chamargore, Chiara Silvestri-Dobrovolny, Bahar Dadashova, Marcie Perez, Aniruddha Zalani, Sun Hee Park, William Williams, Judong Lee, and Maysam Kiani. Determine the Adequacy of Installation of Existing Roadside Barriers on High-Speed Roadways [Summary Report]. Report no. 0-7121. Texas A&M Transportation Institute, 2023. https://rosap.ntl.bts.gov/view/dot/77982.
Bligh, Roger, et al. Determine the Adequacy of Installation of Existing Roadside Barriers on High-Speed Roadways [Summary Report]. Texas A&M Transportation Institute, 2023, Report no. 0-7121, ROSA P. https://rosap.ntl.bts.gov/view/dot/77982.
Texas Department of Transportation (TxDOT) annually encounters a substantial number of claims and change orders that have a detrimental effect on project costs and schedules. State Departments of Transportation (DOTs) spend approximately $10 million annually on geotechnical-related change orders, accounting for about 7% of the total expenditures as
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Shahandashti, M., Hossain, S., & Zamanian, M. (2023). 5-7008: Implementation of Electrical Resistivity Imaging Manual (Report No. 5-7008). Texas Department of Transportation. Research and Technology Implementation Office. https://rosap.ntl.bts.gov/view/dot/72622
Shahandashti, Mohsen, Sahadat Hossain, and Mina Zamanian. 5-7008: Implementation of Electrical Resistivity Imaging Manual. Report no. 5-7008. Texas Department of Transportation. Research and Technology Implementation Office, 2023. https://rosap.ntl.bts.gov/view/dot/72622.
Shahandashti, Mohsen, et al. 5-7008: Implementation of Electrical Resistivity Imaging Manual. Texas Department of Transportation. Research and Technology Implementation Office, 2023, Report no. 5-7008, ROSA P. https://rosap.ntl.bts.gov/view/dot/72622.
Current equipment to measure faulting of jointed concrete pavements at the network level is ineffective and inefficient. One the one hand, joint detection at high speeds is challenging. On the other hand, the actual measurement is not accurate and fails to capture the transverse variability of faulting. In this project, a high- definition, high-spe
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Prozzi, J. A., Li, R., Huang, R. Y., & Hernandez, J. B. (2023). 0-7060: Measuring Faulting on Jointed Concrete Pavements [Summary]. Texas Department of Transportation. Research and Technology Implementation Office. https://rosap.ntl.bts.gov/view/dot/79803
Prozzi, Jorge A., Ruohan Li, Robin Yaxiong Huang, and Joaquin B. Hernandez. 0-7060: Measuring Faulting on Jointed Concrete Pavements [Summary]. Texas Department of Transportation. Research and Technology Implementation Office, 2023. https://rosap.ntl.bts.gov/view/dot/79803.
Prozzi, Jorge A., et al. 0-7060: Measuring Faulting on Jointed Concrete Pavements [Summary]. Texas Department of Transportation. Research and Technology Implementation Office, 2023, ROSA P. https://rosap.ntl.bts.gov/view/dot/79803.
Researchers evaluated the existing pavement conditions of the candidate section. A visual survey was conducted to identify existing distresses that are prevalent on the CPCD. An FWD testing was conducted to measure the structural capacity of the CPCD by obtaining slab deflections and calculating the load transfer efficiency (LTE). The CRCP overlay
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Won, M., Koirala, N., Hwang, C., Lee, H., Nam, J., & Jabonero, C. (2023). Implementation of Concrete Overlay Evaluation and Design [Project Summary Report] (Report No. 5-6910-01). Texas Tech University. Center for Multidisciplinary Research in Transportation. https://rosap.ntl.bts.gov/view/dot/79422
Won, Moon, Niwesh Koirala, Chuljin Hwang, Heejun Lee, Jeonghee Nam, and Christopher Jabonero. Implementation of Concrete Overlay Evaluation and Design [Project Summary Report]. Report no. 5-6910-01. Texas Tech University. Center for Multidisciplinary Research in Transportation, 2023. https://rosap.ntl.bts.gov/view/dot/79422.
Won, Moon, et al. Implementation of Concrete Overlay Evaluation and Design [Project Summary Report]. Texas Tech University. Center for Multidisciplinary Research in Transportation, 2023, Report no. 5-6910-01, ROSA P. https://rosap.ntl.bts.gov/view/dot/79422.
Sediment control devices (SCDs) are used on construction sites to retain sediment and prevent stormwater from adversely affecting adjacent waterways. SCDs include silt fences, wattles, sediment logs and basins, filter dams, and inlet protection devices. These products are designed to be installed for specific applications (e.g., curb inlets, drop i
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McFalls, J., & Foster, D. (2023). Develop Sediment Control Approved Product List [Project Summary] (Report No. 0-7100). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/73231
McFalls, Jett and Derrold Foster. Develop Sediment Control Approved Product List [Project Summary]. Report no. 0-7100. Texas A&M Transportation Institute, 2023. https://rosap.ntl.bts.gov/view/dot/73231.
McFalls, Jett, and Derrold Foster Develop Sediment Control Approved Product List [Project Summary]. Texas A&M Transportation Institute, 2023, Report no. 0-7100, ROSA P. https://rosap.ntl.bts.gov/view/dot/73231.
In this research, two significant ITBCs are selected to investigate the structural performance of skew reinforcing. The global models for ITBC 2 (skew angle 430) and ITBC 7 (skew angle 330) are established with four columns, I-girders in the forward and backward span, and a deck. Each ITBC is simulated in 15 cases of Static Test-1. Further, two cri
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Mo, Y., Joshi, B., Ramaswamy, N., Shrestha, P., Wang, J., Shan, X., & Hsu, T. T. (2023). Performance of Skewed Reinforcing in Inverted-T Bridge Caps [Project Summary Report] (Report No. 0-6905-01). Texas. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/79724
Mo, Y.L., Bhagirath Joshi, Nagesh Ramaswamy, Priyanka Shrestha, Jiaji Wang, Xiaonan Shan, and Thomas T.C. Hsu. Performance of Skewed Reinforcing in Inverted-T Bridge Caps [Project Summary Report]. Report no. 0-6905-01. Texas. Department of Transportation, 2023. https://rosap.ntl.bts.gov/view/dot/79724.
Mo, Y.L., et al. Performance of Skewed Reinforcing in Inverted-T Bridge Caps [Project Summary Report]. Texas. Department of Transportation, 2023, Report no. 0-6905-01, ROSA P. https://rosap.ntl.bts.gov/view/dot/79724.
In this research project, researchers designed a comprehensive survey to understand the freeway congestion reduction practices state departments of transportation employed by using big data. This survey addressed topics such as data collection methods, data analysis techniques, big data platform usage, report creation practices, and future needs.
Tsapakis, I., Das, S., Khan, M. N., Liu, J., Mills, D., Miller, M., Balke, K., Wu, J., Azimi, M., & Qi, Y. (2023). Leveraging Artificial Intelligence (AI) Techniques to Detect, Forecast, and Manage Freeway Congestion [Project Summary] (Report No. 0-7131). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/72323
Tsapakis, Ioannis, Subasish Das, Md Nasim Khan, Jinli Liu, David Mills, Matt Miller, Kevin Balke, Jason Wu, Mehdi Azimi, and Yi Qi. Leveraging Artificial Intelligence (AI) Techniques to Detect, Forecast, and Manage Freeway Congestion [Project Summary]. Report no. 0-7131. Texas A&M Transportation Institute, 2023. https://rosap.ntl.bts.gov/view/dot/72323.
Tsapakis, Ioannis, et al. Leveraging Artificial Intelligence (AI) Techniques to Detect, Forecast, and Manage Freeway Congestion [Project Summary]. Texas A&M Transportation Institute, 2023, Report no. 0-7131, ROSA P. https://rosap.ntl.bts.gov/view/dot/72323.
The Illinois Department of Transportation (IDOT) continues to use a variety of reclaimed and recycled materials in highway construction. Recycled materials are used in highway construction to supplement aggregates, concrete, hot-mix asphalt (HMA), steel, and sealants, as well as for soil modification and pavement markings. This report summarizes th
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Morse, K. L. (2023). Illinois Highway Materials Sustainability Efforts 2022 (Report No. PRR 177). Illinois. Dept. of Transportation. Bureau of Research. https://rosap.ntl.bts.gov/view/dot/87571
Morse, Kelly L.. Illinois Highway Materials Sustainability Efforts 2022. Report no. PRR 177. Illinois. Dept. of Transportation. Bureau of Research, 2023. https://rosap.ntl.bts.gov/view/dot/87571.
Morse, Kelly L. Illinois Highway Materials Sustainability Efforts 2022. Illinois. Dept. of Transportation. Bureau of Research, 2023, Report no. PRR 177, ROSA P. https://rosap.ntl.bts.gov/view/dot/87571.
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