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.
Buried three-sided structures are widely used for roadway crossings and underpasses. Whereas spread footings are common, deep foundations are required when weak soils, scour risk, or site constraints exist. This study aimed to improve understanding of load-transfer mechanisms and develop guidance for the design of deep foundations supporting buried
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Wang, Y., Salgado, R., & Prezzi, M. (2026). Guidelines for Use and Design of Deep Foundations for Three-Sided Structures (Report No. FHWA/IN/JTRP-2026/07). Purdue University. Joint Transportation Research Program. https://doi.org/10.5703/1288284318615
Wang, Yao, Rodrigo Salgado, and Monica Prezzi. Guidelines for Use and Design of Deep Foundations for Three-Sided Structures. Report no. FHWA/IN/JTRP-2026/07. Purdue University. Joint Transportation Research Program, 2026. https://doi.org/10.5703/1288284318615.
Wang, Yao, et al. Guidelines for Use and Design of Deep Foundations for Three-Sided Structures. Purdue University. Joint Transportation Research Program, 2026, Report no. FHWA/IN/JTRP-2026/07, ROSA P. https://doi.org/10.5703/1288284318615.
The National Electric Vehicle Infrastructure (NEVI) Formula Program and the Charging and Fueling Infrastructure Discretionary Grant Program together provide $7.5 billion to support states with building out a nationwide EV charging network. Indiana’s Charging the Crossroads program, funded through the NEVI program, plans to invest almost $100 millio
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Desai, J. C., Sturdevant, N. J., McCue, G., & Bullock, D. M. (2026). Development of Dashboards and Procedures for Using Connected Vehicle Data to Prioritize Investments in Electric Vehicle Related Infrastructure (Report No. FHWA/IN/JTRP-2026/06). Purdue University. Joint Transportation Research Program. https://doi.org/10.5703/1288284318614
Desai, Jairaj C., Nathaniel J. Sturdevant, George McCue, and Darcy M. Bullock. Development of Dashboards and Procedures for Using Connected Vehicle Data to Prioritize Investments in Electric Vehicle Related Infrastructure. Report no. FHWA/IN/JTRP-2026/06. Purdue University. Joint Transportation Research Program, 2026. https://doi.org/10.5703/1288284318614.
Desai, Jairaj C., et al. Development of Dashboards and Procedures for Using Connected Vehicle Data to Prioritize Investments in Electric Vehicle Related Infrastructure. Purdue University. Joint Transportation Research Program, 2026, Report no. FHWA/IN/JTRP-2026/06, ROSA P. https://doi.org/10.5703/1288284318614.
Indiana Department of Transportation (INDOT) maintenance currently employs several patching methodologies; however, prior to this study, INDOT had little experience with using infrared pavement heaters as a maintenance tool. The purpose of this research was to introduce pavement heating technologies and provide INDOT maintenance personnel with expe
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Harris, D. (2026). Demonstration of Infrared Pavement Heater (Report No. FHWA/IN/JTRP-2026/05). Purdue University. Joint Transportation Research Program. https://doi.org/10.5703/1288284318613
Harris, Dwayne. Demonstration of Infrared Pavement Heater. Report no. FHWA/IN/JTRP-2026/05. Purdue University. Joint Transportation Research Program, 2026. https://doi.org/10.5703/1288284318613.
Harris, Dwayne Demonstration of Infrared Pavement Heater. Purdue University. Joint Transportation Research Program, 2026, Report no. FHWA/IN/JTRP-2026/05, ROSA P. https://doi.org/10.5703/1288284318613.
Crowdsourced pavement roughness data using connected vehicles now provides cost-effective, high-resolution condition monitoring in near real-time. This study evaluates how connected vehicle data can support effective investment prioritization across Indiana’s road network and improve upon traditional data sources using surveys that are often done a
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Thompson, A., Desai, J. C., Sakhare, R. S., & Bullock, D. M. (2026). Research Support to INDOT on Systemwide Asset Condition Assessment Using Connected Vehicle Data (Report No. FHWA/IN/JTRP-2026/04). Purdue University. Joint Transportation Research Program. https://doi.org/10.5703/1288284318612
Thompson, Andrew, Jairaj C. Desai, Rahul Suryakant Sakhare, and Darcy M. Bullock. Research Support to INDOT on Systemwide Asset Condition Assessment Using Connected Vehicle Data. Report no. FHWA/IN/JTRP-2026/04. Purdue University. Joint Transportation Research Program, 2026. https://doi.org/10.5703/1288284318612.
Thompson, Andrew, et al. Research Support to INDOT on Systemwide Asset Condition Assessment Using Connected Vehicle Data. Purdue University. Joint Transportation Research Program, 2026, Report no. FHWA/IN/JTRP-2026/04, ROSA P. https://doi.org/10.5703/1288284318612.
This report analyzes and summarizes the changes in conflicts, user volumes, speed, travel time, and vehicle throughput before and after a multimodal safety project on N Lombard St. Results show that changes in each metric were observed in the before and after conditions. The number of persons using crosswalks decreased between 2017 and 2019 and inc
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Kothuri, S., Anderson, J. C., & Yates, E. (2026). North Lombard Street Multimodal Safety Project Before-After Evaluation (Report No. OR-RD-26-02). Oregon. Department of Transportation. Research Section. https://rosap.ntl.bts.gov/view/dot/89046
Kothuri, Sirisha, Jason C. Anderson, and Elizabeth Yates. North Lombard Street Multimodal Safety Project Before-After Evaluation. Report no. OR-RD-26-02. Oregon. Department of Transportation. Research Section, 2026. https://rosap.ntl.bts.gov/view/dot/89046.
Kothuri, Sirisha, et al. North Lombard Street Multimodal Safety Project Before-After Evaluation. Oregon. Department of Transportation. Research Section, 2026, Report no. OR-RD-26-02, ROSA P. https://rosap.ntl.bts.gov/view/dot/89046.
This study presents a comprehensive evaluation of alkali-silica reaction (ASR) in concrete mixtures, focusing on the performance-based specifications and the critical role of supplementary cementitious materials (SCMs) in mitigation. A modified version of American Association of State Highway and Transportation Officials (AASHTO) T380 was developed
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Behravan, A., Arce, G. A., & Ozyildirim, C. (2026). Alkali-Silica Reaction (ASR) Mitigation in High-Alkali Content Cements (Report No. VTRC 26-R29). Virginia. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/88967
Behravan, Amir, Gabriel A Arce, and Celik Ozyildirim. Alkali-Silica Reaction (ASR) Mitigation in High-Alkali Content Cements. Report no. VTRC 26-R29. Virginia. Department of Transportation, 2026. https://rosap.ntl.bts.gov/view/dot/88967.
Behravan, Amir, et al. Alkali-Silica Reaction (ASR) Mitigation in High-Alkali Content Cements. Virginia. Department of Transportation, 2026, Report no. VTRC 26-R29, ROSA P. https://rosap.ntl.bts.gov/view/dot/88967.
This study supports Virginia’s efforts to participate in the Federal Highway Administration’s Climate Challenge Program. The research team developed and applied OpenLCA models to evaluate the effects of key pavement treatments, including asphalt overlays, balanced mix designs, cold in-place recycling, full-depth reclamation, and Portland cement con
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Amarh, E. A., Katicha, S. W., Flintsch, G. W., & Diefenderfer, B. K. (2026). Quantifying Sustainable Pavements in Virginia—FHWA Climate Challenge Study (Report No. FHWA/VTRC 26-R32). Virginia Transportation Research Council (VTRC). https://rosap.ntl.bts.gov/view/dot/89116
Amarh, Eugene A., Samer W. Katicha, Gerardo W. Flintsch, and Brian K. Diefenderfer. Quantifying Sustainable Pavements in Virginia—FHWA Climate Challenge Study. Report no. FHWA/VTRC 26-R32. Virginia Transportation Research Council (VTRC), 2026. https://rosap.ntl.bts.gov/view/dot/89116.
Amarh, Eugene A., et al. Quantifying Sustainable Pavements in Virginia—FHWA Climate Challenge Study. Virginia Transportation Research Council (VTRC), 2026, Report no. FHWA/VTRC 26-R32, ROSA P. https://rosap.ntl.bts.gov/view/dot/89116.
The presence of stationary emergency vehicles on high-speed roadways poses heightened safety risks, and driver compliance with Move Over laws remains inconsistent nationwide. In recent years, digital alert systems, integrated into widely used navigation applications and in-vehicle platforms, have emerged as a potential countermeasure to improve dri
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Talebpour, A., Liu, P., Yousefi, M., & Hsiao, C. C. (2026). Evaluation of Digital Alert Systems Associated With Emergency Response Vehicles and Compliance With Move Over Law (Report No. FHWA-ICT-26-003). Illinois Center for Transportation. https://doi.org/10.36501/0197-9191/26-003
Talebpour, Alireza, Pengyuan Liu, Mahdi Yousefi, and Chun-Chien Hsiao. Evaluation of Digital Alert Systems Associated With Emergency Response Vehicles and Compliance With Move Over Law. Report no. FHWA-ICT-26-003. Illinois Center for Transportation, 2026. https://doi.org/10.36501/0197-9191/26-003.
Talebpour, Alireza, et al. Evaluation of Digital Alert Systems Associated With Emergency Response Vehicles and Compliance With Move Over Law. Illinois Center for Transportation, 2026, Report no. FHWA-ICT-26-003, ROSA P. https://doi.org/10.36501/0197-9191/26-003.
On wide bridges, precast concrete pier caps are often constructed in multiple segments and connected on site because of transportation or construction limitations. When these segments are connected through closure joints, contractors use lap splices of straight reinforcing bars. However, the splice lengths of large (e.g., No. 11) straight bars must
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Coleman, Z. W., Brown, M., Roberts-Wollmann, C. L., Jacques, E., & Kassner, B. L. (2026). Development of Design Recommendations for Noncontact Hooked Bar Lap Splices for Large Reinforcing Bars (Report No. FHWA/VTRC 26-R31). Virginia Transportation Research Council (VTRC). https://rosap.ntl.bts.gov/view/dot/89146
Coleman, Zachary W, Mason Brown, Carin L. Roberts-Wollmann, Eric Jacques, and Bernard L. Kassner. Development of Design Recommendations for Noncontact Hooked Bar Lap Splices for Large Reinforcing Bars. Report no. FHWA/VTRC 26-R31. Virginia Transportation Research Council (VTRC), 2026. https://rosap.ntl.bts.gov/view/dot/89146.
Coleman, Zachary W, et al. Development of Design Recommendations for Noncontact Hooked Bar Lap Splices for Large Reinforcing Bars. Virginia Transportation Research Council (VTRC), 2026, Report no. FHWA/VTRC 26-R31, ROSA P. https://rosap.ntl.bts.gov/view/dot/89146.
The design of highway curves has significant impact on traffic safety. More than 25% of fatal crashes in the United States occur on horizontal curves, and the crash rate for curves is approximately three times higher than other highway sections. Furthermore, crashes are over 4 times more likely to be fatal on horizontal curve sections compared to s
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Sarasua, W., Murray-Tuite, P., Farzinpour, F., Brown, K., & Davis, W. J. (2026). Safety Analysis of Highway Curves Where Crashes Occur in South Carolina (Report No. FHWA-SC-26-01). South Carolina. Dept. of Transportation. Office of Materials and Research. https://rosap.ntl.bts.gov/view/dot/89141
Sarasua, Wayne, Pamela Murray-Tuite, Farhad Farzinpour, Kweku Brown, and William J. Davis. Safety Analysis of Highway Curves Where Crashes Occur in South Carolina. Report no. FHWA-SC-26-01. South Carolina. Dept. of Transportation. Office of Materials and Research, 2026. https://rosap.ntl.bts.gov/view/dot/89141.
Sarasua, Wayne, et al. Safety Analysis of Highway Curves Where Crashes Occur in South Carolina. South Carolina. Dept. of Transportation. Office of Materials and Research, 2026, Report no. FHWA-SC-26-01, ROSA P. https://rosap.ntl.bts.gov/view/dot/89141.
The design of highway curves has significant impact on traffic safety. More than 25% of fatal crashes in the United States occur on horizontal curves, and the crash rate for curves is approximately three times higher than other highway sections. This research focuses on a detailed analysis of curves where vehicle crashes occur in South Carolina. Ei
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Sarasua, W., Murray-Tuite, P., Davis, W. J., & Brown, K. (2026). Safety Analysis of Highway Curves Where Crashes Occur in South Carolina [Research Summary] (Report No. SPR 771). South Carolina. Dept. of Transportation. Office of Materials and Research. https://rosap.ntl.bts.gov/view/dot/89142
Sarasua, Wayne, Pamela Murray-Tuite, William J. Davis, and Kweku Brown. Safety Analysis of Highway Curves Where Crashes Occur in South Carolina [Research Summary]. Report no. SPR 771. South Carolina. Dept. of Transportation. Office of Materials and Research, 2026. https://rosap.ntl.bts.gov/view/dot/89142.
Sarasua, Wayne, et al. Safety Analysis of Highway Curves Where Crashes Occur in South Carolina [Research Summary]. South Carolina. Dept. of Transportation. Office of Materials and Research, 2026, Report no. SPR 771, ROSA P. https://rosap.ntl.bts.gov/view/dot/89142.
Across the United States, city zoning rules require a minimum number of parking spaces for every type of building, obligating anyone building new housing or commercial space to also expand the city’s parking supply. Researchers have frequently argued that these mandates are arbitrary, unscientific and one-size-fits-all, and that they work against m
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Schwartz, E. (2026). No Such Thing as Free Parking: Construction Costs in 17 U.S. Cities. University of California, Los Angeles. https://rosap.ntl.bts.gov/view/dot/89105
Schwartz, Ellen. No Such Thing as Free Parking: Construction Costs in 17 U.S. Cities. University of California, Los Angeles, 2026. https://rosap.ntl.bts.gov/view/dot/89105.
Schwartz, Ellen No Such Thing as Free Parking: Construction Costs in 17 U.S. Cities. University of California, Los Angeles, 2026, ROSA P. https://rosap.ntl.bts.gov/view/dot/89105.
The Highway Safety Manual (“HSM”) is the national guidance of quantitative safety analysis used in highway transportation planning, alternatives development, highway design, operations, and maintenance. However, some safety prediction models in the HSM were developed using data from other states, not Oregon. Therefore, it is necessary to validate t
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Geedipally, S. R., Dixon, K. K., Pratt, M. P., & Kutela, B. (2026). Validation of HSM Crash Prediction Methods for Specific Intersection Types in Oregon (Report No. FHWA-OR-RD-26-04). Oregon. Department of Transportation. Research Section. https://rosap.ntl.bts.gov/view/dot/88977
Geedipally, Srinivas R., Karen K. Dixon, Michael P. Pratt, and Boniphace Kutela. Validation of HSM Crash Prediction Methods for Specific Intersection Types in Oregon. Report no. FHWA-OR-RD-26-04. Oregon. Department of Transportation. Research Section, 2026. https://rosap.ntl.bts.gov/view/dot/88977.
Geedipally, Srinivas R., et al. Validation of HSM Crash Prediction Methods for Specific Intersection Types in Oregon. Oregon. Department of Transportation. Research Section, 2026, Report no. FHWA-OR-RD-26-04, ROSA P. https://rosap.ntl.bts.gov/view/dot/88977.
ODOT seeks to reduce the number of risky drivers on the road through driver improvement programs, but the efficacy of these programs are rarely assessed. This report details the methodology for creating a linked database combining driver, verdict, accident, and crash data from ODOT to evaluate program performance and trends in risky driver behavior
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Hurwitz, D., Jashami, H., & Gray, A. (2026). Linking Oregon Driver Records and Crash Data to Evaluate Interventions and Mitigate Driver Risk (Report No. OR-RD-26-01). Oregon. Department of Transportation. Research Section. https://rosap.ntl.bts.gov/view/dot/88928
Hurwitz, David, Hisham Jashami, and Aiden Gray. Linking Oregon Driver Records and Crash Data to Evaluate Interventions and Mitigate Driver Risk. Report no. OR-RD-26-01. Oregon. Department of Transportation. Research Section, 2026. https://rosap.ntl.bts.gov/view/dot/88928.
Hurwitz, David, et al. Linking Oregon Driver Records and Crash Data to Evaluate Interventions and Mitigate Driver Risk. Oregon. Department of Transportation. Research Section, 2026, Report no. OR-RD-26-01, ROSA P. https://rosap.ntl.bts.gov/view/dot/88928.
Bridge fires can cause rapid and severe loss of structural capacity. This loss of capacity often leads to major safety risks, network disruptions, and high economic impacts. A curated history of U.S. bridge fires in the 20th and 21st centuries is presented. This history identifies recurring ignition sources, contributing factors, and damage pattern
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Jonaidi, M., Yee, T., Oguzmert, M., Goff, D., & Henry, M. (2026). A Comprehensive Guideline for GDOT Bridges Fire Hazard Assessment (Report No. FHWA-GA-26-2407). Georgia. Department of Transportation. Office of Performance-Based Management & Research. https://rosap.ntl.bts.gov/view/dot/89537
Jonaidi, Mohammad, Tien Yee, Metin Oguzmert, Dale Goff, and Matthew Henry. A Comprehensive Guideline for GDOT Bridges Fire Hazard Assessment. Report no. FHWA-GA-26-2407. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2026. https://rosap.ntl.bts.gov/view/dot/89537.
Jonaidi, Mohammad, et al. A Comprehensive Guideline for GDOT Bridges Fire Hazard Assessment. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2026, Report no. FHWA-GA-26-2407, ROSA P. https://rosap.ntl.bts.gov/view/dot/89537.
This study evaluated roadway runoff impacts on trout stream temperature and dissolved oxygen to support GDOT MS4 Permit compliance with Georgia Rule 391-3-6-.03(6) for trout streams. Using YSI® ProDSS, HOBO® MX-801 Dataloggers, and low-cost ESP32-based sensors, the GSU research team collected summer season data over two (2) consecutive years at 2-3
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Fu, G. Y., Rowles, L. S., Cubas, F. J., & Badhan, J. H. (2026). Roadway Runoff Impacts to Trout Streams Studies for MS4 Permit (Report No. FHWA-GA-26-2311). Georgia. Department of Transportation. Office of Performance-Based Management & Research. https://rosap.ntl.bts.gov/view/dot/89535
Fu, George Yuzhu, L. Stetson Rowles, Francisco J. Cubas, and Jobayed Hossain Badhan. Roadway Runoff Impacts to Trout Streams Studies for MS4 Permit. Report no. FHWA-GA-26-2311. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2026. https://rosap.ntl.bts.gov/view/dot/89535.
Fu, George Yuzhu, et al. Roadway Runoff Impacts to Trout Streams Studies for MS4 Permit. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2026, Report no. FHWA-GA-26-2311, ROSA P. https://rosap.ntl.bts.gov/view/dot/89535.
This report presents a comprehensive methodology for evaluating cement content and layer thickness variability in cement-stabilized pavement layers using a nondestructive ground penetrating radar (GPR) technique. The research integrates laboratory calibration and field validation for two widely used stabilization practices: conventional soil-cement
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Kim, S. S., Birgisson, B., Arinola, D., & Hall, Z. (2026). Measurement of Cement Content and Layer Thickness Variation of Cement-Stabilized Base and Subgrade Using Ground Penetrating Radar (Report No. FHWA-GA-26-2321). Georgia. Department of Transportation. Office of Performance-Based Management & Research. https://rosap.ntl.bts.gov/view/dot/89536
Kim, S. Sonny, Bjorn Birgisson, Damilola Arinola, and Zack Hall. Measurement of Cement Content and Layer Thickness Variation of Cement-Stabilized Base and Subgrade Using Ground Penetrating Radar. Report no. FHWA-GA-26-2321. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2026. https://rosap.ntl.bts.gov/view/dot/89536.
Kim, S. Sonny, et al. Measurement of Cement Content and Layer Thickness Variation of Cement-Stabilized Base and Subgrade Using Ground Penetrating Radar. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2026, Report no. FHWA-GA-26-2321, ROSA P. https://rosap.ntl.bts.gov/view/dot/89536.
This project evaluated the feasibility, accuracy, and practical use of small unmanned aerial vehicles (UAVs) for measuring hydraulic parameters, water-surface elevation (WSE), surface velocity, bathymetry, and discharge, in small to medium Missouri drainage basins. UAV-based measurements offer non-contact alternative to traditional field methods in
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Do, J., Wang, B., Deng, B., Adu-Gyamfi, Y., Belk, K., & Holmes, J. (2026). Use of Small UAVs for Field Measurement of Hydraulic Parameters in Small Drainage Basins (Report No. cmr 26-004). Missouri. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/89395
Do, Jitae, Binbin Wang, Baolin Deng, Yaw Adu-Gyamfi, Katilin Belk, and John Holmes. Use of Small UAVs for Field Measurement of Hydraulic Parameters in Small Drainage Basins. Report no. cmr 26-004. Missouri. Department of Transportation, 2026. https://rosap.ntl.bts.gov/view/dot/89395.
Do, Jitae, et al. Use of Small UAVs for Field Measurement of Hydraulic Parameters in Small Drainage Basins. Missouri. Department of Transportation, 2026, Report no. cmr 26-004, ROSA P. https://rosap.ntl.bts.gov/view/dot/89395.
This project evaluated the feasibility, accuracy, and practical use of small unmanned aerial vehicles (UAVs) for measuring hydraulic parameters, water-surface elevation (WSE), surface velocity, bathymetry, and discharge, in small to medium Missouri drainage basins. UAV-based measurements offer non-contact alternative to traditional field methods in
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Do, J., Wang, B., Deng, B., Adu-Gyamfi, Y., Belk, K., & Holmes, J. (2026). Use of Small UAVs for Field Measurement of Hydraulic Parameters in Small Drainage Basins [Summary]. Missouri. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/89396
Do, Jitae, Binbin Wang, Baolin Deng, Yaw Adu-Gyamfi, Katilin Belk, and John Holmes. Use of Small UAVs for Field Measurement of Hydraulic Parameters in Small Drainage Basins [Summary]. Missouri. Department of Transportation, 2026. https://rosap.ntl.bts.gov/view/dot/89396.
Do, Jitae, et al. Use of Small UAVs for Field Measurement of Hydraulic Parameters in Small Drainage Basins [Summary]. Missouri. Department of Transportation, 2026, ROSA P. https://rosap.ntl.bts.gov/view/dot/89396.
The 2024 MoDOT IC-PMTP Annual Report highlights achievements and challenges in implementing Intelligent Compaction (IC) and Paver-Mounted Thermal Profiling (PMTP) technologies. Key updates included aligning data validation tools with updated PMTP specifications and addressing challenges such as contractor’s paving boundary data manipulation and dat
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Chang, G. K., Gilliland, A., & Subramanian, S. (2026). Project Consultant Support for IC and PMTP Projects in 2024-2025. Missouri. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/89399
Chang, George K., Amanda Gilliland, and S Subramanian. Project Consultant Support for IC and PMTP Projects in 2024-2025. Missouri. Department of Transportation, 2026. https://rosap.ntl.bts.gov/view/dot/89399.
Chang, George K., et al. Project Consultant Support for IC and PMTP Projects in 2024-2025. Missouri. Department of Transportation, 2026, ROSA P. https://rosap.ntl.bts.gov/view/dot/89399.
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