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.
Conventional intersection designs are known to be problematic and unreliable when handling the complexity associated with the heavy traffic volume and travel demand on today’s roadways. Therefore, transportation agencies have been searching for more innovative and safer intersection design solutions in order to address these complex problems. One s
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Ulak, M. B., Ozguven, E. E., Moses, R., & Dulebenets, M. A. (2019). Development of Safety Performance Functions for Restricted Crossing U-Turn (RCUT) Intersections (Report No. BDV30-977-19). Florida A&M University. https://rosap.ntl.bts.gov/view/dot/53940
Ulak, Mehmet Baran, Eren Erman Ozguven, Ren Moses, and Maxim A. Dulebenets. Development of Safety Performance Functions for Restricted Crossing U-Turn (RCUT) Intersections. Report no. BDV30-977-19. Florida A&M University, 2019. https://rosap.ntl.bts.gov/view/dot/53940.
Ulak, Mehmet Baran, et al. Development of Safety Performance Functions for Restricted Crossing U-Turn (RCUT) Intersections. Florida A&M University, 2019, Report no. BDV30-977-19, ROSA P. https://rosap.ntl.bts.gov/view/dot/53940.
The Interstate 10 (I-10) western connected freight corridor extends from the Ports of Long Beach and Los Angeles in California to the Port of Beaumont in Texas. Collaborating through a Federal Highway Administration (FHWA) pooled fund study, the state departments of transportation in California, Arizona, New Mexico, and Texas (the I-10 Corridor Coa
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Rutter, A., Aldrete, R., Middleton, D., Morgan, C., Balke, K., Kuhn, B., Seymour, E., Macias, R., Jensen, M., & Stock, D. (2019). Interstate 10 Western Connected Freight Corridor, Volume 1: Improvement Strategies (Report No. FHWA-AZ-19-752). Arizona. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/55502
Rutter, Allan, Rafael Aldrete, Dan Middleton, Curtis Morgan, Kevin Balke, Beverly Kuhn, Ed Seymour, Roberto Macias, Mark Jensen, and Daniel Stock. Interstate 10 Western Connected Freight Corridor, Volume 1: Improvement Strategies. Report no. FHWA-AZ-19-752. Arizona. Department of Transportation, 2019. https://rosap.ntl.bts.gov/view/dot/55502.
Rutter, Allan, et al. Interstate 10 Western Connected Freight Corridor, Volume 1: Improvement Strategies. Arizona. Department of Transportation, 2019, Report no. FHWA-AZ-19-752, ROSA P. https://rosap.ntl.bts.gov/view/dot/55502.
Traffic congestion affects traveler mobility and also has an impact on air quality, which negatively affects public health. Sustainable mobility could enhance air quality and alleviate congestion. Accordingly, optimizing the utilization of the available infrastructure using advanced traffic signal controllers has become necessary to mitigate traffi
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Rakha, H. A., & Abdelghaffar, H. (2019). Development of Multimodal Traffic Signal Control (Report No. UMEC-005). Virginia Tech Transportation Institute. https://rosap.ntl.bts.gov/view/dot/42416
Rakha, Hesham A. and Hossam Abdelghaffar. Development of Multimodal Traffic Signal Control. Report no. UMEC-005. Virginia Tech Transportation Institute, 2019. https://rosap.ntl.bts.gov/view/dot/42416.
Rakha, Hesham A., and Hossam Abdelghaffar Development of Multimodal Traffic Signal Control. Virginia Tech Transportation Institute, 2019, Report no. UMEC-005, ROSA P. https://rosap.ntl.bts.gov/view/dot/42416.
This report is an examination of parking, curb zones, and government service changes in the context of AVs. Given that there are very few actual AVs on the road, the analysis in this report is an attempt to project what we might see, using the current phenomenon as starting points. The report uses a mix of econometric modeling, cost accounting, and
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Clark, B. Y. (2019). How Will Autonomous Vehicles Change Local Government Budgeting and Finance? Case Studies of On-Street Parking, Curb Management, and Solid Waste Collection (Report No. NITC-SS-1174). National Institute for Transportation and Communities (NITC). https://rosap.ntl.bts.gov/view/dot/41699
Clark, Benjamin Y. How Will Autonomous Vehicles Change Local Government Budgeting and Finance? Case Studies of On-Street Parking, Curb Management, and Solid Waste Collection. Report no. NITC-SS-1174. National Institute for Transportation and Communities (NITC), 2019. https://rosap.ntl.bts.gov/view/dot/41699.
Clark, Benjamin Y How Will Autonomous Vehicles Change Local Government Budgeting and Finance? Case Studies of On-Street Parking, Curb Management, and Solid Waste Collection. National Institute for Transportation and Communities (NITC), 2019, Report no. NITC-SS-1174, ROSA P. https://rosap.ntl.bts.gov/view/dot/41699.
This report summarizes the research work that was completed to assess the optimum percentages of recycled asphalt pavement (RAP) that can be used in surface course mixtures of local roadways while ensuring durability is maintained. This project was divided into two phases. Phase 1 included conducting a comprehensive laboratory testing on mixtures w
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Nazzal, M. D., Kim, S. S., Abbas, A., AlHosainat, A., Manasreh, D., Obaid, A., Quasem, T., & Arefin, S. (2019). Optimizing the Effective Use of RAP in Local Roadways (Report No. FHWA/OH-2019-14). Ohio. Dept. of Transportation. Office of Statewide Planning and Research. https://rosap.ntl.bts.gov/view/dot/61530
Nazzal, Munir D., Sang Soo Kim, Ala Abbas, Ahmad AlHosainat, Dmitry Manasreh, Arkan Obaid, Tanvir Quasem, and Shahnewaz Arefin. Optimizing the Effective Use of RAP in Local Roadways. Report no. FHWA/OH-2019-14. Ohio. Dept. of Transportation. Office of Statewide Planning and Research, 2019. https://rosap.ntl.bts.gov/view/dot/61530.
Nazzal, Munir D., et al. Optimizing the Effective Use of RAP in Local Roadways. Ohio. Dept. of Transportation. Office of Statewide Planning and Research, 2019, Report no. FHWA/OH-2019-14, ROSA P. https://rosap.ntl.bts.gov/view/dot/61530.
Asphalt pavement is the most recycled material in the United States. Reclaimed asphalt pavement (RAP) material contains asphalt binder and aggregates. Therefore, using RAP in new asphalt mixtures results in significant economic savings and environmental benefits. However, using high amounts of RAP in new paving mixtures presents a concern that the
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Ohio University. Department of Civil Engineering (2019). Optimizing the Effective Use of RAP in Local Roadways [Factsheet]. Ohio University. Dept. of Civil Engineering. https://rosap.ntl.bts.gov/view/dot/66258
Ohio University. Department of Civil Engineering. Optimizing the Effective Use of RAP in Local Roadways [Factsheet]. Ohio University. Dept. of Civil Engineering, 2019. https://rosap.ntl.bts.gov/view/dot/66258.
Ohio University. Department of Civil Engineering Optimizing the Effective Use of RAP in Local Roadways [Factsheet]. Ohio University. Dept. of Civil Engineering, 2019, ROSA P. https://rosap.ntl.bts.gov/view/dot/66258.
Backcalculation analysis of pavement layer moduli is typically conducted based on the Falling Weight Deflectometer (FWD) measurements; however, the stationary nature of FWD requires lane closure and traffic control. To overcome these limitations, a number of continuous deflection devices were introduced in recent years including the Traffic Speed D
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Elseifi, M. A., Zihan, Z. U. A., & Icenogle, P. (2019). A Mechanistic Approach to Utilize Traffic Speed Deflectometer (TSD) Measurements into Backcalculation Analysis (Report No. FHWA/LA.17/612). Louisiana State University. Department of Civil and Environmental Engieering. https://rosap.ntl.bts.gov/view/dot/44238
Elseifi, Mostafa A., Zia U. A. Zihan, and Patrick Icenogle. A Mechanistic Approach to Utilize Traffic Speed Deflectometer (TSD) Measurements into Backcalculation Analysis. Report no. FHWA/LA.17/612. Louisiana State University. Department of Civil and Environmental Engieering, 2019. https://rosap.ntl.bts.gov/view/dot/44238.
Elseifi, Mostafa A., et al. A Mechanistic Approach to Utilize Traffic Speed Deflectometer (TSD) Measurements into Backcalculation Analysis. Louisiana State University. Department of Civil and Environmental Engieering, 2019, Report no. FHWA/LA.17/612, ROSA P. https://rosap.ntl.bts.gov/view/dot/44238.
Rising ridership on Americans with Disabilities Act (ADA) paratransit services, such as MBTA’s The RIDE, pose a challenge due to the high costs of operating this required service. This report presents the findings of a study to analyze the operations and ridership of The RIDE’s van service and to optimize programs to serve paratransit trips with al
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Gonzales, E. J., Sipetas, C., & Italiano, J. (2019). Optimizing ADA Paratransit Operation with Taxis and Ride Share Programs (Report No. 19-004). University of Massachusetts at Amherst. https://rosap.ntl.bts.gov/view/dot/49144
Gonzales, Eric J., Charalampos Sipetas, and Justin Italiano. Optimizing ADA Paratransit Operation with Taxis and Ride Share Programs. Report no. 19-004. University of Massachusetts at Amherst, 2019. https://rosap.ntl.bts.gov/view/dot/49144.
Gonzales, Eric J., et al. Optimizing ADA Paratransit Operation with Taxis and Ride Share Programs. University of Massachusetts at Amherst, 2019, Report no. 19-004, ROSA P. https://rosap.ntl.bts.gov/view/dot/49144.
The grouted shear stud (GSS) connection for steel bridge substructures was developed as a ductile alternative to directly welded column to cap-beam connections. The GSS connection utilizes plastic hinge relocation to eliminate brittle cracking at the weld region and provides full strength and ductility capacity for steel bridge columns. However, th
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Jayaprakash, A., Nau, J. M., Pour-Ghaz, M., & Kowalsky, M. J. (2019). Durability of the Grouted Shear Stud Connection at Low Temperatures (Report No. 4000(162)). North Carolina State University. Dept. of Civil, Construction, and Environmental Engineering. https://rosap.ntl.bts.gov/view/dot/49135
Jayaprakash, Arjun, James M. Nau, Mohammad Pour-Ghaz, and Mervyn J. Kowalsky. Durability of the Grouted Shear Stud Connection at Low Temperatures. Report no. 4000(162). North Carolina State University. Dept. of Civil, Construction, and Environmental Engineering, 2019. https://rosap.ntl.bts.gov/view/dot/49135.
Jayaprakash, Arjun, et al. Durability of the Grouted Shear Stud Connection at Low Temperatures. North Carolina State University. Dept. of Civil, Construction, and Environmental Engineering, 2019, Report no. 4000(162), ROSA P. https://rosap.ntl.bts.gov/view/dot/49135.
Traffic control devices (TCDs) play a critical role in delivering regulatory, warning, informational, and guidance information to drivers. Transportation agencies devote considerable resources to support TCD installation and maintenance. However, as connected vehicles develop and vehicle automation becomes a reality, the potential exists to replace
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Boateng, R., Park, H., Smith, B. L., & Zhang, X. (2019). Providing Traffic Control Device Information in a Connected and Automated Vehicle Environment (Report No. VTRC 19-R19). Virginia Transportation Research Council. https://rosap.ntl.bts.gov/view/dot/42363
Boateng, Richard, Hyungjun Park, Brian L Smith, and Xiaoxiao Zhang. Providing Traffic Control Device Information in a Connected and Automated Vehicle Environment. Report no. VTRC 19-R19. Virginia Transportation Research Council, 2019. https://rosap.ntl.bts.gov/view/dot/42363.
Boateng, Richard, et al. Providing Traffic Control Device Information in a Connected and Automated Vehicle Environment. Virginia Transportation Research Council, 2019, Report no. VTRC 19-R19, ROSA P. https://rosap.ntl.bts.gov/view/dot/42363.
LTRC has conducted a research study on LA 493 that provides evidence of damage to roadways caused by inundation. The evidence supporting this comes from three sources: a rod and level cross-section survey taken approximately one month prior to the first inundation event and subsequent cross-section surveys taken after the first to third inundation
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Gaspard, K., Zhang, Z., Gautreau, G. P., Abufarsakh, M., & Martinez, M. (2019). Impact of Inundation on Roadway Pavements: Case Study– LA 493 (Report No. FHWA/LA.18/608). Louisiana State University. Department of Civil and Environmental Engieering. https://rosap.ntl.bts.gov/view/dot/44239
Gaspard, Kevin, Zhongjie Zhang, Gavin P. Gautreau, Murad Abufarsakh, and Mark Martinez. Impact of Inundation on Roadway Pavements: Case Study– LA 493. Report no. FHWA/LA.18/608. Louisiana State University. Department of Civil and Environmental Engieering, 2019. https://rosap.ntl.bts.gov/view/dot/44239.
Gaspard, Kevin, et al. Impact of Inundation on Roadway Pavements: Case Study– LA 493. Louisiana State University. Department of Civil and Environmental Engieering, 2019, Report no. FHWA/LA.18/608, ROSA P. https://rosap.ntl.bts.gov/view/dot/44239.
Traffic signal settings have historically been developed using inductive loops as the predominant detection device. Detection technology has changed significantly over the years. This research studied the impact of controller settings on design and operations of a signalized intersection where traditional detection technology is not used. Researche
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Sunkari, S. R., Bibeka, A., Chaudhary, N. A., & Balke, K. N. (2019). Impact of Traffic Signal Controller Settings on the Use of Advanced Detection Devices (Report No. FHWA/TX-18/0-6934-R1). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/41819
Sunkari, Srinivasa R, Apoorba Bibeka, Nadeem A Chaudhary, and Kevin N. Balke. Impact of Traffic Signal Controller Settings on the Use of Advanced Detection Devices. Report no. FHWA/TX-18/0-6934-R1. Texas A&M Transportation Institute, 2019. https://rosap.ntl.bts.gov/view/dot/41819.
Sunkari, Srinivasa R, et al. Impact of Traffic Signal Controller Settings on the Use of Advanced Detection Devices. Texas A&M Transportation Institute, 2019, Report no. FHWA/TX-18/0-6934-R1, ROSA P. https://rosap.ntl.bts.gov/view/dot/41819.
Safe and efficient traffic flow in a work zone is a major concern for transportation agencies. To reduce risky behavior around work zones, we have developed a prototype system to investigate the feasibility of using in-vehicle messages to increase drivers’ awareness of safety-critical and pertinent work zone information. Our previous effort focused
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Liao, C. F. (2019). Test and Evaluate a Bluetooth Based In-Vehicle Message System to Alert Motorists in Work Zones (Report No. CTS 19-09). Roadway Safety Institute. https://rosap.ntl.bts.gov/view/dot/42010
Liao, Chen-Fu. Test and Evaluate a Bluetooth Based In-Vehicle Message System to Alert Motorists in Work Zones. Report no. CTS 19-09. Roadway Safety Institute, 2019. https://rosap.ntl.bts.gov/view/dot/42010.
Liao, Chen-Fu Test and Evaluate a Bluetooth Based In-Vehicle Message System to Alert Motorists in Work Zones. Roadway Safety Institute, 2019, Report no. CTS 19-09, ROSA P. https://rosap.ntl.bts.gov/view/dot/42010.
Animal-vehicle collisions (AVC), and deer-vehicle collisions (DVC) in particular, are a major safety problem on Virginia roads. Mitigation measures such as improved fencing and location-specific driver alerts are being implemented and evaluated in Virginia and elsewhere. One of the most promising mitigation methods uses a buried cable animal detect
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Druta, C., & Alden, A. S. (2019). Implementation and Evaluation of a Buried Cable Roadside Animal Detection System and Deer Warning Sign (Report No. 109863). Virginia Transportation Research Council. https://rosap.ntl.bts.gov/view/dot/42620
Druta, Cristian and Andrew S. Alden. Implementation and Evaluation of a Buried Cable Roadside Animal Detection System and Deer Warning Sign. Report no. 109863. Virginia Transportation Research Council, 2019. https://rosap.ntl.bts.gov/view/dot/42620.
Druta, Cristian, and Andrew S. Alden Implementation and Evaluation of a Buried Cable Roadside Animal Detection System and Deer Warning Sign. Virginia Transportation Research Council, 2019, Report no. 109863, ROSA P. https://rosap.ntl.bts.gov/view/dot/42620.
Autonomous vehicles create new opportunities for innovative intelligent traffic systems. Variable speed limits, which is a speed management systems that can adjust the speed limit according to traffic condition or predefined speed control algorithm on different road segments, can be better implemented with the cooperation of autonomous vehicles. Th
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Levin, M. W., Chen, R., Liao, C. F., & Zhang, T. (2019). Improving Intersection Safety through Variable Speed Limits for Connected Vehicles (Report No. CTS 19-12). Roadway Safety Institute (UTC). https://rosap.ntl.bts.gov/view/dot/42704
Levin, Michael W., Rongsheng Chen, Chen-Fu Liao, and Tab Zhang. Improving Intersection Safety through Variable Speed Limits for Connected Vehicles. Report no. CTS 19-12. Roadway Safety Institute (UTC), 2019. https://rosap.ntl.bts.gov/view/dot/42704.
Levin, Michael W., et al. Improving Intersection Safety through Variable Speed Limits for Connected Vehicles. Roadway Safety Institute (UTC), 2019, Report no. CTS 19-12, ROSA P. https://rosap.ntl.bts.gov/view/dot/42704.
The University of Minnesota (UMN) and the Minnesota Department of Transportation (MnDOT) conducted a study to determine whether implementing a wastewater reuse program would be a feasible option for MnDOT-owned truck washing stations. MnDOT has 137 truck stations in the state, where trucks are frequently washed to remove road salt build-up. MnDOT r
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Heger, S., Doro, J., Rutter, M. C., Gustafson, D., & Larson, S. (2019). Investigating Wastewater Reuse at MnDOT Truck Stations (Report No. MN/RC 2019-22). Minnesota. Department of Transportation. Office of Research & Innovation. https://rosap.ntl.bts.gov/view/dot/61797
Heger, Sara, Jessica Doro, Melissa Collins Rutter, Dave Gustafson, and Sondra Larson. Investigating Wastewater Reuse at MnDOT Truck Stations. Report no. MN/RC 2019-22. Minnesota. Department of Transportation. Office of Research & Innovation, 2019. https://rosap.ntl.bts.gov/view/dot/61797.
Heger, Sara, et al. Investigating Wastewater Reuse at MnDOT Truck Stations. Minnesota. Department of Transportation. Office of Research & Innovation, 2019, Report no. MN/RC 2019-22, ROSA P. https://rosap.ntl.bts.gov/view/dot/61797.
The Virginia Department of Transportation (VDOT) contracted to reconstruct and add new lanes to a portion of Interstate 64 near Williamsburg. As the work progressed, the contractor requested permission to produce and stockpile the cold central plant recycling (CCPR) mixture that was being used on the project. Since VDOT’s specifications did not add
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Bowers, B. F., Diefenderfer, B. K., & Kazmi, S. (2019). Stockpiling Cold Central Plant Recycling Mixtures (Report No. FHWA/VTRC 19-R32). Virginia Transportation Research Council. https://rosap.ntl.bts.gov/view/dot/42364
Bowers, Benjamin F., Brian K Diefenderfer, and Syed Kazmi. Stockpiling Cold Central Plant Recycling Mixtures. Report no. FHWA/VTRC 19-R32. Virginia Transportation Research Council, 2019. https://rosap.ntl.bts.gov/view/dot/42364.
Bowers, Benjamin F., et al. Stockpiling Cold Central Plant Recycling Mixtures. Virginia Transportation Research Council, 2019, Report no. FHWA/VTRC 19-R32, ROSA P. https://rosap.ntl.bts.gov/view/dot/42364.
Most state highway agencies do not perform routine fatigue inspections on highway signs, luminaires, and traffic signals, thereby increasing the potential for unnoticed fatigue cracking. The Kansas Highway System utilizes over 450 sign trusses, most of which have been in service for 30–45 years. In addition to aging support structures, the structur
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Alshareef, H. A., Rasheed, H. A., Abouelleil, A., & Al-Masri, R. (2019). Initial Analytical Investigation of Overhead Sign Trusses with Respect to Remaining Fatigue Life and Predictive Methods for Inspection [Technical Summary] (Report No. K-TRAN: KSU-17-4). Kansas. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/41966
Alshareef, Husam Aldeen, Hayder A. Rasheed, AlaaEldin Abouelleil, and Rund Al-Masri. Initial Analytical Investigation of Overhead Sign Trusses with Respect to Remaining Fatigue Life and Predictive Methods for Inspection [Technical Summary]. Report no. K-TRAN: KSU-17-4. Kansas. Dept. of Transportation, 2019. https://rosap.ntl.bts.gov/view/dot/41966.
Alshareef, Husam Aldeen, et al. Initial Analytical Investigation of Overhead Sign Trusses with Respect to Remaining Fatigue Life and Predictive Methods for Inspection [Technical Summary]. Kansas. Dept. of Transportation, 2019, Report no. K-TRAN: KSU-17-4, ROSA P. https://rosap.ntl.bts.gov/view/dot/41966.
Departments of Transportation have constructed thousands of mechanically stabilized earth (MSE) walls to support bridge abutments in highway projects and for other applications. These MSE walls often include metal strips or grids as reinforcement, typically galvanized steel strips within granular backfill meeting Federal Highway Administration (FHW
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Breckwoldt, C., Parsons, R. L., & Han, J. (2019). Investigation of Variations in Corrosion Potential in Mechanically Stabilized Earth Backfill Due to Migration of Fines [Technical Summary] (Report No. K-TRAN: KU-18-5). Kansas. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/42003
Breckwoldt, Chase, Robert L. Parsons, and Jie Han. Investigation of Variations in Corrosion Potential in Mechanically Stabilized Earth Backfill Due to Migration of Fines [Technical Summary]. Report no. K-TRAN: KU-18-5. Kansas. Dept. of Transportation, 2019. https://rosap.ntl.bts.gov/view/dot/42003.
Breckwoldt, Chase, et al. Investigation of Variations in Corrosion Potential in Mechanically Stabilized Earth Backfill Due to Migration of Fines [Technical Summary]. Kansas. Dept. of Transportation, 2019, Report no. K-TRAN: KU-18-5, ROSA P. https://rosap.ntl.bts.gov/view/dot/42003.
Safety researchers, especially those studying bicycle and pedestrian safety, often struggle to obtain sufficiently high-quality data to conduct robust safety studies. The goal of the project is to create an online centralized data clearinghouse for bicycle and pedestrian safety-related data as a national resource for safety researchers to expedite
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Nordback, K., Kumfer, W., LaJeunesse, S., Thomas, L., Heuser, K., & Griswold, J. (2019). National Pedestrian and Bicycle Safety Data Clearinghouse Phase I: Inventory & Framework (Report No. CSCRS-R14). University of North Carolina (System). Highway Safety Research Center. https://rosap.ntl.bts.gov/view/dot/56814
Nordback, Krista, Wesley Kumfer, Seth LaJeunesse, Libby Thomas, Katie Heuser, and Julia Griswold. National Pedestrian and Bicycle Safety Data Clearinghouse Phase I: Inventory & Framework. Report no. CSCRS-R14. University of North Carolina (System). Highway Safety Research Center, 2019. https://rosap.ntl.bts.gov/view/dot/56814.
Nordback, Krista, et al. National Pedestrian and Bicycle Safety Data Clearinghouse Phase I: Inventory & Framework. University of North Carolina (System). Highway Safety Research Center, 2019, Report no. CSCRS-R14, ROSA P. https://rosap.ntl.bts.gov/view/dot/56814.
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