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 objective of this study was to develop novel Engineered Geopolymer Composite (EGC) materials implementing locally available ingredients to produce practical and cost-effective EGCs for repair and new construction of transportation infrastructure in the region. To this end, geopolymers (GPs) were synthesized by alkali activation of metakaolin (M
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DatasetSupporting Files
Arce, G. A., Hassan, M., Radovic, M., Sukhishvili, S., AbuFarsakh, R., Huang, O., Zhen, S., Cornejo, M., & Baykara, H. (2020). Engineered Geopolymer Composites (EGCs) for Sustainable Transportation Infrastructure [supporting datasets] (Report No. 19CLSU04). Transportation Consortium of South-Central States. https://rosap.ntl.bts.gov/view/dot/56899
Arce, Gabriel A, Marwa Hassan, Miladin Radovic, Svetlana Sukhishvili, Ruwa AbuFarsakh, Oscar Huang, Sang Zhen, Mauricio Cornejo, and Haci Baykara. Engineered Geopolymer Composites (EGCs) for Sustainable Transportation Infrastructure [supporting datasets]. Report no. 19CLSU04. Transportation Consortium of South-Central States, 2020. https://rosap.ntl.bts.gov/view/dot/56899.
Arce, Gabriel A, et al. Engineered Geopolymer Composites (EGCs) for Sustainable Transportation Infrastructure [supporting datasets]. Transportation Consortium of South-Central States, 2020, Report no. 19CLSU04, ROSA P. https://rosap.ntl.bts.gov/view/dot/56899.
Geopolymers are gaining attention as affordable, sustainable, and eco-friendly replacement for Ordinary Portland Cement (OPC) in concrete civil structures. More importantly, Geopolymer-based Cement (GPC) provide sustainable and environmentally friendly alternative to OPCs as GPC can be processed at room temperatures from aqueous solutions of waste
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Castaneda-Lopez, H., Radovic, M., Kim, C., & Huang, O. (2020). Development of Corrosion Inhibiting Geopolymers Based Cement for Transportation Infrastructure (Report No. 19CTAM02). Transportation Consortium of South-Central States. https://doi.org/10.5281/zenodo.4884910
Castaneda-Lopez, Homero, Miladin Radovic, Changkyu Kim, and Oscar Huang. Development of Corrosion Inhibiting Geopolymers Based Cement for Transportation Infrastructure. Report no. 19CTAM02. Transportation Consortium of South-Central States, 2020. https://doi.org/10.5281/zenodo.4884910.
Castaneda-Lopez, Homero, et al. Development of Corrosion Inhibiting Geopolymers Based Cement for Transportation Infrastructure. Transportation Consortium of South-Central States, 2020, Report no. 19CTAM02, ROSA P. https://doi.org/10.5281/zenodo.4884910.
Truck platooning is an essential application of connected and autonomous vehicles, where several trucks are connected to each other forming a platoon. It is envisioned that truck platooning can assist in minimizing transportation challenges related to freight movements in the US by improving traffic operation, safety and reducing fuel consumption a
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Hassan, H., Dessouky, S., Talebpour, A., & Rahim, M. A. (2020). Investigating the Impacts of Truck Platooning on Transportation Infrastructure in the South-Central Region (Report No. 19PITSLSU14). Transportation Consortium of South-Central States. https://doi.org/10.5281/zenodo.4885110
Hassan, Hany, Samer Dessouky, Alireza Talebpour, and Md Adilur Rahim. Investigating the Impacts of Truck Platooning on Transportation Infrastructure in the South-Central Region. Report no. 19PITSLSU14. Transportation Consortium of South-Central States, 2020. https://doi.org/10.5281/zenodo.4885110.
Hassan, Hany, et al. Investigating the Impacts of Truck Platooning on Transportation Infrastructure in the South-Central Region. Transportation Consortium of South-Central States, 2020, Report no. 19PITSLSU14, ROSA P. https://doi.org/10.5281/zenodo.4885110.
Civil infrastructure assets, including buildings, transportation networks, energy grids and networks, and water-sewer systems, are critical functional components of day-to-day life activity in a modern society. The durability and reliability of these civil infrastructures are largely affected by corrosion-induced structural deterioration. In additi
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Castaneda, H., & Okeil, A. M. (2020). Corrosion Management System of Regional Reinforced Concrete (RC) Bridges (Report No. 19STLSU10). Transportation Consortium of South-Central States. https://doi.org/10.5281/zenodo.4888929
Castaneda, Homero and Ayman M. Okeil. Corrosion Management System of Regional Reinforced Concrete (RC) Bridges. Report no. 19STLSU10. Transportation Consortium of South-Central States, 2020. https://doi.org/10.5281/zenodo.4888929.
Castaneda, Homero, and Ayman M. Okeil Corrosion Management System of Regional Reinforced Concrete (RC) Bridges. Transportation Consortium of South-Central States, 2020, Report no. 19STLSU10, ROSA P. https://doi.org/10.5281/zenodo.4888929.
The production of Warm-mix asphalt mixtures in conjunction with reclaimed asphalt pavement (RAP) has received considerable interest in recent years for economic and environmental reasons. The primary objective of this project is to enhance the performance of asphalt mixtures containing RAP in Region 6 using different WMA technologies. In this proje
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Sadek, H., Hassan, M., Berryman, C., Hossain, M. I., & Zaremotekhases, F. (2020). Enhancing the Performance of Asphalt Mixtures Containing High RAP Content With the Use of Different WMA Technologies (Report No. 19BLSU01). Transportation Consortium of South-Central States. https://doi.org/10.5281/zenodo.4925166
Sadek, Husam, Marwa Hassan, Charles Berryman, Mohammad Imran Hossain, and Farah Zaremotekhases. Enhancing the Performance of Asphalt Mixtures Containing High RAP Content With the Use of Different WMA Technologies. Report no. 19BLSU01. Transportation Consortium of South-Central States, 2020. https://doi.org/10.5281/zenodo.4925166.
Sadek, Husam, et al. Enhancing the Performance of Asphalt Mixtures Containing High RAP Content With the Use of Different WMA Technologies. Transportation Consortium of South-Central States, 2020, Report no. 19BLSU01, ROSA P. https://doi.org/10.5281/zenodo.4925166.
Knowing the current economic impact of an airport is critical to both airport sponsors and the Texas Department of Transportation (TxDOT). While TxDOT periodically commissions a statewide economic impact study, the ability to provide updated or more precise economic impact values to airport sponsors and other stakeholders is needed. Having updated
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Borowiec, J. D., Glover, B., Kuzio, J., Wang, T., Steadman, M., Bratlien, C., & Prieto, B. (2020). The Development of a Web-Based Small Airport Economic Impact Model (Report No. FHWA/TX-21/0-7066-R1). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/63033
Borowiec, Jeffrey D., Brianne Glover, Jacqueline Kuzio, Tengxi Wang, Maxwell Steadman, Chris Bratlien, and Bill Prieto. The Development of a Web-Based Small Airport Economic Impact Model. Report no. FHWA/TX-21/0-7066-R1. Texas A&M Transportation Institute, 2020. https://rosap.ntl.bts.gov/view/dot/63033.
Borowiec, Jeffrey D., et al. The Development of a Web-Based Small Airport Economic Impact Model. Texas A&M Transportation Institute, 2020, Report no. FHWA/TX-21/0-7066-R1, ROSA P. https://rosap.ntl.bts.gov/view/dot/63033.
The primary objective of this project is to propose a laboratory setup to test and evaluate an asphalt mixture layer on top of a simulated Cement-Treated Base (CTB) layer against reflective cracking. An in-depth literature review on the experimental studies that were conducted throughout the world to investigate the resistance of asphalt mixtures t
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Sadek, H., Hassan, M., Berryman, C., & Hossain, M. I. (2020). Evaluation of Asphalt Mixtures’ Resistance To Cement-Treated Base (CTB) Reflective Cracking in the Laboratory (Report No. 19BLSU02). Transportation Consortium of South-Central States. https://doi.org/10.5281/zenodo.4885399
Sadek, Husam, Marwa Hassan, Charles Berryman, and Mohammad Imran Hossain. Evaluation of Asphalt Mixtures’ Resistance To Cement-Treated Base (CTB) Reflective Cracking in the Laboratory. Report no. 19BLSU02. Transportation Consortium of South-Central States, 2020. https://doi.org/10.5281/zenodo.4885399.
Sadek, Husam, et al. Evaluation of Asphalt Mixtures’ Resistance To Cement-Treated Base (CTB) Reflective Cracking in the Laboratory. Transportation Consortium of South-Central States, 2020, Report no. 19BLSU02, ROSA P. https://doi.org/10.5281/zenodo.4885399.
The scope of this research project was to extend the work by Golias et al. (2017) and Cherry et al. (2017) and collect and process truck, network, and rest area data; develop, distribute and collect, synthesize and analyze a truck parking survey; develop extrapolation factors and estimate truck parking utilization and violations (i.e., truck parkin
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Golias, M., Mishra, S., Cherry, C. R., Kohls, A. G., Murray, D., Giampouranis, D. K., & Liatsos, V. (2020). Truck Parking Needs in Tennessee (Report No. RES 2019-16). Tennessee. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/56278
Golias, Mihalis, Sabya Mishra, Christopher R. Cherry, Airton G Kohls, Daniel Murray, Dimitrios K. Giampouranis, and Vasileios Liatsos. Truck Parking Needs in Tennessee. Report no. RES 2019-16. Tennessee. Department of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/56278.
Golias, Mihalis, et al. Truck Parking Needs in Tennessee. Tennessee. Department of Transportation, 2020, Report no. RES 2019-16, ROSA P. https://rosap.ntl.bts.gov/view/dot/56278.
The Davis Amtrak station, a stop on the regional Capital Corridor (CC) line has the third highest passenger usage along the Capitol Corridor and up until early 2020, ridership was increasing. However, the station’s parking lot fills up before 6am on weekday mornings and this poses an access challenge to passengers. City of Davis Transportation staf
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Pike, S. (2020). Davis Amtrak Station Access Program: A Pilot in a Pandemic [Research Brief]. Pacific Southwest Region University Transportation Center (UTC). https://rosap.ntl.bts.gov/view/dot/68725
Pike, Susan. Davis Amtrak Station Access Program: A Pilot in a Pandemic [Research Brief]. Pacific Southwest Region University Transportation Center (UTC), 2020. https://rosap.ntl.bts.gov/view/dot/68725.
Pike, Susan Davis Amtrak Station Access Program: A Pilot in a Pandemic [Research Brief]. Pacific Southwest Region University Transportation Center (UTC), 2020, ROSA P. https://rosap.ntl.bts.gov/view/dot/68725.
Civil infrastructure assets, including buildings, transportation networks, energy grids and networks, and water-sewer systems, are critical functional components of day-to-day life activity in a modern society. The durability and reliability of these civil infrastructures are largely affected by corrosion-induced structural deterioration. In additi
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DatasetSupporting Files
Castaneda, H., & Okeil, A. M. (2020). Corrosion Management System of Regional Reinforced Concrete (RC) Bridges [supporting datasets] (Report No. 19STLSU10). Transportation Consortium of South-Central States. https://rosap.ntl.bts.gov/view/dot/56877
Castaneda, Homero and Ayman M. Okeil. Corrosion Management System of Regional Reinforced Concrete (RC) Bridges [supporting datasets]. Report no. 19STLSU10. Transportation Consortium of South-Central States, 2020. https://rosap.ntl.bts.gov/view/dot/56877.
Castaneda, Homero, and Ayman M. Okeil Corrosion Management System of Regional Reinforced Concrete (RC) Bridges [supporting datasets]. Transportation Consortium of South-Central States, 2020, Report no. 19STLSU10, ROSA P. https://rosap.ntl.bts.gov/view/dot/56877.
This report documents the configuration, implementation, and use of the Arizona Department of Transportation (ADOT) Pavement Management System (PMS). The ADOT PMS is a commercial off-the-shelf, web-based application for managing infrastructure assets. The ADOT PMS complies with the federal reporting requirements for state departments of transportat
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Zavitski, J., Piane, R., Ruck, G., & Weninger-Vycudil, A. (2020). A Guide to Understanding the Arizona Department of Transportation Pavement Management System (Report No. FHWA-AZ-20-692). Arizona. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/57598
Zavitski, Jeff, Robert Piane, Gary Ruck, and Alfred Weninger-Vycudil. A Guide to Understanding the Arizona Department of Transportation Pavement Management System. Report no. FHWA-AZ-20-692. Arizona. Department of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/57598.
Zavitski, Jeff, et al. A Guide to Understanding the Arizona Department of Transportation Pavement Management System. Arizona. Department of Transportation, 2020, Report no. FHWA-AZ-20-692, ROSA P. https://rosap.ntl.bts.gov/view/dot/57598.
Bonded concrete overlay of asphalt (BCOA), previously known as ultra-thin whitetopping (UTW), has been widely used to repair aged asphalt concrete (AC) pavements with moderate distress in many states in the United States. Due to the increasing costs of roadway maintenance, Louisiana has a great interest in determining if the thin bonded concrete ov
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Mahdi, M. I., Wu, Z., & Rupnow, T. (2020). Evaluation of Bonded Concrete Overlays over Asphalt under Accelerated Loading (Report No. FHWA/LA.19/622). Louisiana. Department of Transportation and Development. https://rosap.ntl.bts.gov/view/dot/61227
Mahdi, Moinul I, Zhong Wu, and Tyson Rupnow. Evaluation of Bonded Concrete Overlays over Asphalt under Accelerated Loading. Report no. FHWA/LA.19/622. Louisiana. Department of Transportation and Development, 2020. https://rosap.ntl.bts.gov/view/dot/61227.
Mahdi, Moinul I, et al. Evaluation of Bonded Concrete Overlays over Asphalt under Accelerated Loading. Louisiana. Department of Transportation and Development, 2020, Report no. FHWA/LA.19/622, ROSA P. https://rosap.ntl.bts.gov/view/dot/61227.
Dynamic crash prediction, a proactive safety management strategy, predicts crash risk based on prevailing traffic conditions and prevents crashes before occurrence. As an innovative technology, dynamic crash prediction provides a potential way for the Florida Department of Transportation (FDOT) to take advantage of information provided by intellige
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Wang, Z., Lin, P. S., Yang, R., Vasili, A., Hadi, M., Wang, T., & Echeverri, C. (2020). Application of Dynamic Crash Prediction Methodologies to FDOT Safety and Transportation System Management & Operation (TSM&O) Programs (Report No. BE548). Florida Department of Transportation. https://rosap.ntl.bts.gov/view/dot/60059
Wang, Zhenyu, Pei-Sung Lin, Runan Yang, Abhijit Vasili, Mohammed Hadi, Tao Wang, and Catalina Echeverri. Application of Dynamic Crash Prediction Methodologies to FDOT Safety and Transportation System Management & Operation (TSM&O) Programs. Report no. BE548. Florida Department of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/60059.
Wang, Zhenyu, et al. Application of Dynamic Crash Prediction Methodologies to FDOT Safety and Transportation System Management & Operation (TSM&O) Programs. Florida Department of Transportation, 2020, Report no. BE548, ROSA P. https://rosap.ntl.bts.gov/view/dot/60059.
Concrete median barriers (CMBs) are installed to decrease the overall severity of traffic accidents by producing higher vehicle decelerations. In 2016, an update to the AASHTO Manual for Assessing Safety Hardware (MASH) saw a 58.00 percent increase in impact severity of test level 4 (TL-4) impact conditions when compared to the NCHRP Report 350 tes
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Durham, S. A., Chorzepa, M. G., Blankenship, A., Darling, G., Lopez, V., & Ahmed, T. (2020). Phase II – Investigation of Recycled Tire Chips and Fiber Reinforcement for Use in GDOT Concrete Used To Construct Barrier Walls and Other Applications (Report No. FHWA-GA-20-1709). Georgia. Department of Transportation. Office of Performance-Based Management & Research. https://rosap.ntl.bts.gov/view/dot/56384
Durham, Stephan A., Mi G Chorzepa, Alex Blankenship, Grace Darling, Victor Lopez, and Tofail Ahmed. Phase II – Investigation of Recycled Tire Chips and Fiber Reinforcement for Use in GDOT Concrete Used To Construct Barrier Walls and Other Applications. Report no. FHWA-GA-20-1709. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2020. https://rosap.ntl.bts.gov/view/dot/56384.
Durham, Stephan A., et al. Phase II – Investigation of Recycled Tire Chips and Fiber Reinforcement for Use in GDOT Concrete Used To Construct Barrier Walls and Other Applications. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2020, Report no. FHWA-GA-20-1709, ROSA P. https://rosap.ntl.bts.gov/view/dot/56384.
Reducing crash counts on saturated road networks is one of the most significant benefits of autonomous vehicle(AV) technology. To date, many researchers have studied how AVs maneuver in different traffic situations, but less attention has been paid to car-following scenarios between AVs and human drivers. Braking and accelerating decision mismatche
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Talebpour, A., Lord, D., Manser, M., & Machiani, S. G. (2020). Preventing Crashes in Mixed Traffic With Automated and Human-Driven Vehicles (Report No. 03-072). Safety through Disruption (Safe-D) University Transportation Center (UTC). https://rosap.ntl.bts.gov/view/dot/55867
Talebpour, Alireza, Dominique Lord, Michael Manser, and Sahar Ghanipoor Machiani. Preventing Crashes in Mixed Traffic With Automated and Human-Driven Vehicles. Report no. 03-072. Safety through Disruption (Safe-D) University Transportation Center (UTC), 2020. https://rosap.ntl.bts.gov/view/dot/55867.
Talebpour, Alireza, et al. Preventing Crashes in Mixed Traffic With Automated and Human-Driven Vehicles. Safety through Disruption (Safe-D) University Transportation Center (UTC), 2020, Report no. 03-072, ROSA P. https://rosap.ntl.bts.gov/view/dot/55867.
In this study, the Texas A&M Transportation Institute (TTI) conducted an independent, follow-up evaluation of StreetLight Data’s 2019 traffic count estimates using MnDOT sources of traffic count data. At 442 permanent benchmark locations, TTI found that average annual daily traffic ( AADT) estimation accuracy by StreetLight Data has improved signif
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Turner, S., Tsapakis, I., & Koeneman, P. (2020). Evaluation of StreetLight Data’s Traffic Count Estimates From Mobile Device Data (Report No. MN 2020-30). Minnesota. Dept. of Transportation. Office of Policy Analysis, Research & Innovation. https://rosap.ntl.bts.gov/view/dot/57948
Turner, Shawn, Ioannis Tsapakis, and Pete Koeneman. Evaluation of StreetLight Data’s Traffic Count Estimates From Mobile Device Data. Report no. MN 2020-30. Minnesota. Dept. of Transportation. Office of Policy Analysis, Research & Innovation, 2020. https://rosap.ntl.bts.gov/view/dot/57948.
Turner, Shawn, et al. Evaluation of StreetLight Data’s Traffic Count Estimates From Mobile Device Data. Minnesota. Dept. of Transportation. Office of Policy Analysis, Research & Innovation, 2020, Report no. MN 2020-30, ROSA P. https://rosap.ntl.bts.gov/view/dot/57948.
The most common cause of bridge failures in the United States is from floods scouring bed material around bridge foundations. Bridge scour due to hydraulic forces accounts for 52% of bridge failures. Increasing occurrences of flood events and an increase in their magnitude will likely result in greater instances of scour damage to bridges. A signif
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Nagarajan, S., & Arockiasamy, M. (2020). Non-Contact Scour Monitoring for Highway Bridges. Florida. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/56636
Nagarajan, Sudhagar and Madasamy Arockiasamy. Non-Contact Scour Monitoring for Highway Bridges. Florida. Department of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/56636.
Nagarajan, Sudhagar, and Madasamy Arockiasamy Non-Contact Scour Monitoring for Highway Bridges. Florida. Department of Transportation, 2020, ROSA P. https://rosap.ntl.bts.gov/view/dot/56636.
The Tennessee Department of Transportation (TDOT) has conducted three statewide residential customer surveys (2006, 2013, 2016) to aid in identifying and assessing satisfaction with transportation services. This research focused on demographic analysis of the Tennessee Department of Transportation’s previous residential survey data with the goals o
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Ivey, S., Milligan, J., Sirbaugh, L., Sarram, G., Oppong, D., & Waldron, B. (2020). Analysis of Demographic, Socioeconomic, and Regional Difference in TDOT Customer Satisfactions Survey (Report No. RES2019-23). Tennessee. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/56279
Ivey, Stephanie, Jake Milligan, Logan Sirbaugh, Golnaz Sarram, David Oppong, and Brian Waldron. Analysis of Demographic, Socioeconomic, and Regional Difference in TDOT Customer Satisfactions Survey. Report no. RES2019-23. Tennessee. Department of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/56279.
Ivey, Stephanie, et al. Analysis of Demographic, Socioeconomic, and Regional Difference in TDOT Customer Satisfactions Survey. Tennessee. Department of Transportation, 2020, Report no. RES2019-23, ROSA P. https://rosap.ntl.bts.gov/view/dot/56279.
It is common practice for transportation agencies to assert a degree of authority over the products and materials that are used to perform work on public property in an effort to ensure the state’s standards for quality, performance, efficiency or other criteria are met. The process by which products achieve sanctioned use varies, with some states
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CTC & Associates LLC (2020). Expedited Process for Developing Specifications on New Products (Report No. TRS 2003). Minnesota. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/55677
CTC & Associates LLC. Expedited Process for Developing Specifications on New Products. Report no. TRS 2003. Minnesota. Department of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/55677.
CTC & Associates LLC Expedited Process for Developing Specifications on New Products. Minnesota. Department of Transportation, 2020, Report no. TRS 2003, ROSA P. https://rosap.ntl.bts.gov/view/dot/55677.
The objective of this research was to investigate the effects of twisted steel micro rebar (TSMR) fibers on 1) the mechanical properties of concrete used in bridge deck construction and 2) the early cracking behavior of concrete bridge decks. This research involved the evaluation of four newly constructed bridge decks through a series of laboratory
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Guthrie, W. S., Hebdon, A. L., & Smith, E. D. S. (2020). Evaluation of Concrete Bridge Decks Comprising Twisted Steel Micro Rebar (Report No. UT-20.29). Utah Department of Transportation. https://rosap.ntl.bts.gov/view/dot/58689
Guthrie, W Spencer, Aubrey L Hebdon, and Elizabeth D S Smith. Evaluation of Concrete Bridge Decks Comprising Twisted Steel Micro Rebar. Report no. UT-20.29. Utah Department of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/58689.
Guthrie, W Spencer, et al. Evaluation of Concrete Bridge Decks Comprising Twisted Steel Micro Rebar. Utah Department of Transportation, 2020, Report no. UT-20.29, ROSA P. https://rosap.ntl.bts.gov/view/dot/58689.
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