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.
Pavement design is a process intended to find the most economical combination of layer thickness and material type for the pavement, taking into account the properties of the subgrade soil and the traffic to be carried during the service life of the road. The currently prevalent methods of pavement analysis and design, however, are more or less emp
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Chen, S., Sun, C., Wang, X., & Zhang, Z. (2020). Advanced Modeling and Design Methodology for Pavements Using Plasticity-Based Shakedown Theory (Report No. 19PLSU09). Transportation Consortium of South-Central States. https://doi.org/10.5281/zenodo.4885173
Chen, Shengli, Chao Sun, Xu Wang, and Zhiming Zhang. Advanced Modeling and Design Methodology for Pavements Using Plasticity-Based Shakedown Theory. Report no. 19PLSU09. Transportation Consortium of South-Central States, 2020. https://doi.org/10.5281/zenodo.4885173.
Chen, Shengli, et al. Advanced Modeling and Design Methodology for Pavements Using Plasticity-Based Shakedown Theory. Transportation Consortium of South-Central States, 2020, Report no. 19PLSU09, ROSA P. https://doi.org/10.5281/zenodo.4885173.
The main objective of this research was to quantify the material strain limits for seismic assessment of existing sub-standard reinforced concrete bridge bents considering operational performance design criteria. Limited confidence exists in the current material strain limit state for operational performance criteria due to lack of experimental res
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Murtuz, A. K. M. G., Dusicka, P., & Schumacher, T. (2020). Seismic Performance Design Criteria for Bridge Bent Plastic Hinge Regions (Report No. FHWA-OR-RD-21-04). Oregon. Dept. of Transportation. Research Section. https://rosap.ntl.bts.gov/view/dot/54927
Murtuz, A K M Golam, Peter Dusicka, and Thomas Schumacher. Seismic Performance Design Criteria for Bridge Bent Plastic Hinge Regions. Report no. FHWA-OR-RD-21-04. Oregon. Dept. of Transportation. Research Section, 2020. https://rosap.ntl.bts.gov/view/dot/54927.
Murtuz, A K M Golam, et al. Seismic Performance Design Criteria for Bridge Bent Plastic Hinge Regions. Oregon. Dept. of Transportation. Research Section, 2020, Report no. FHWA-OR-RD-21-04, ROSA P. https://rosap.ntl.bts.gov/view/dot/54927.
The Missouri Department of Transportation (MoDOT) has a long history of concrete overlay use dating back to at least the 1930s, and over the last 20 years has constructed over 40 concrete overlay projects in a range of applications. The goal of this study was to review and evaluate the performance of bonded and unbonded overlays constructed in Miss
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Grogg, M., Espinoza-Luque, A., Smith, K., Wade, M. J., & Vandenbossche, J. (2020). Evaluating Performance of Concrete Overlays for Pavement Rehabilitation (Report No. cmr 20-012). Missouri. Department of Transportation. Construction and Materials Division. https://rosap.ntl.bts.gov/view/dot/58156
Grogg, Max, Arturo Espinoza-Luque, Kurt Smith, Monty J. Wade, and Julie Vandenbossche. Evaluating Performance of Concrete Overlays for Pavement Rehabilitation. Report no. cmr 20-012. Missouri. Department of Transportation. Construction and Materials Division, 2020. https://rosap.ntl.bts.gov/view/dot/58156.
Grogg, Max, et al. Evaluating Performance of Concrete Overlays for Pavement Rehabilitation. Missouri. Department of Transportation. Construction and Materials Division, 2020, Report no. cmr 20-012, ROSA P. https://rosap.ntl.bts.gov/view/dot/58156.
Recognizing the importance of in-place density in building cost effective asphalt pavements, a Federal Highway Administration (FHWA) Demonstration Project was created for “Enhanced Durability of Asphalt Pavements through Increased In-place Pavement Density.” Based on prior studies, a one-percent decrease in air voids achieved through improved compa
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Aschenbrener, T., Brown, E. R., Tran, N. H., & Blankenship, P. B. (2020). Demonstration Project for Enhanced Durability of Asphalt Pavements through Increased In-Place Pavement Density (Report No. FHWA/LA.17/628). Auburn University. National Center for Asphalt Technology. https://rosap.ntl.bts.gov/view/dot/61211
Aschenbrener, Tim, E Ray Brown, Nam H. Tran, and Phillip B Blankenship. Demonstration Project for Enhanced Durability of Asphalt Pavements through Increased In-Place Pavement Density. Report no. FHWA/LA.17/628. Auburn University. National Center for Asphalt Technology, 2020. https://rosap.ntl.bts.gov/view/dot/61211.
Aschenbrener, Tim, et al. Demonstration Project for Enhanced Durability of Asphalt Pavements through Increased In-Place Pavement Density. Auburn University. National Center for Asphalt Technology, 2020, Report no. FHWA/LA.17/628, ROSA P. https://rosap.ntl.bts.gov/view/dot/61211.
High-quality engineering plans are essential: errors and omissions in design plans can impact public safety, cause construction delays, and cost overruns. The Louisiana Department of Transportation and Development (DOTD) undertook an assessment of its consultant plan development and consultant rating processes to identify opportunities for improvin
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Hamilton, R., Leary, C., & Dye, B. (2020). Assessment of Consultant Plan Development and Performance Rating Processes (Report No. FHWA/LA.17/629). Louisiana State University. Louisiana Transportation Research Center. https://rosap.ntl.bts.gov/view/dot/62956
Hamilton, Ron, Caroline Leary, and Bill Dye. Assessment of Consultant Plan Development and Performance Rating Processes. Report no. FHWA/LA.17/629. Louisiana State University. Louisiana Transportation Research Center, 2020. https://rosap.ntl.bts.gov/view/dot/62956.
Hamilton, Ron, et al. Assessment of Consultant Plan Development and Performance Rating Processes. Louisiana State University. Louisiana Transportation Research Center, 2020, Report no. FHWA/LA.17/629, ROSA P. https://rosap.ntl.bts.gov/view/dot/62956.
The Minnesota Department of Transportation (MnDOT) has identified Native American as one of six priority populations in the state that face disproportionate risks as pedestrians. This report summarizes results from observations of pedestrian crossing behaviors on four Anishinaabe reservations in northern Minnesota. The University of Minnesota Traff
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Lindsey, G., Hourdos, J., Dirks, P., Duhn, M., Qi, Y., Singer-Berk, L., & Petesch, M. (2020). Pedestrian Crossings and Safety on Four Anishinaabe Reservations in Minnesota (Report No. MN 2020-29). Minnesota. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/54930
Lindsey, Greg, John Hourdos, Peter Dirks, Melissa Duhn, Yunlei Qi, Lila Singer-Berk, and Michael Petesch. Pedestrian Crossings and Safety on Four Anishinaabe Reservations in Minnesota. Report no. MN 2020-29. Minnesota. Department of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/54930.
Lindsey, Greg, et al. Pedestrian Crossings and Safety on Four Anishinaabe Reservations in Minnesota. Minnesota. Department of Transportation, 2020, Report no. MN 2020-29, ROSA P. https://rosap.ntl.bts.gov/view/dot/54930.
The Federal Railroad Administration has sponsored the Rail Transportation and Engineering Center (RailTEC) at the University of Illinois at Urbana-Champaign (Illinois) to conduct a comprehensive investigation into timber crosstie spike fastener failures on North American railroads. As a part of this project, researchers conducted a field evaluation
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Stuart, C., Dersch, M. S., & Edwards, J. R. (2020). Timber Crosstie Spike Fastener Failure Investigation: Field Evaluation of an Alternative Fastener [Research Results] (Report No. RR 20-24). United States. Department of Transportation. Federal Railroad Administration. Office of Research, Development, and Technology. https://rosap.ntl.bts.gov/view/dot/54669
Stuart, Cameron, Marcus S. Dersch, and J. Riley Edwards. Timber Crosstie Spike Fastener Failure Investigation: Field Evaluation of an Alternative Fastener [Research Results]. Report no. RR 20-24. United States. Department of Transportation. Federal Railroad Administration. Office of Research, Development, and Technology, 2020. https://rosap.ntl.bts.gov/view/dot/54669.
Stuart, Cameron, et al. Timber Crosstie Spike Fastener Failure Investigation: Field Evaluation of an Alternative Fastener [Research Results]. United States. Department of Transportation. Federal Railroad Administration. Office of Research, Development, and Technology, 2020, Report no. RR 20-24, ROSA P. https://rosap.ntl.bts.gov/view/dot/54669.
The objectives of this research were 1) to investigate the effects of hydrodemolition treatment timing on chloride concentration profiles in concrete bridge decks for depths of concrete removal below the top mat of reinforcing steel and 2) to investigate factors that influence the occurrence of blow-throughs in concrete bridge decks when hydrodemol
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Guthrie, W. S., & Roper, E. A. (2020). Chloride Concentration and Blow-through Analyses for Concrete Bridge Deck Rehabilitation Using Hydrodemolition (Report No. UT-20.27). Utah Department of Transportation. https://rosap.ntl.bts.gov/view/dot/58687
Guthrie, W Spencer and Elizabeth A Roper. Chloride Concentration and Blow-through Analyses for Concrete Bridge Deck Rehabilitation Using Hydrodemolition. Report no. UT-20.27. Utah Department of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/58687.
Guthrie, W Spencer, and Elizabeth A Roper Chloride Concentration and Blow-through Analyses for Concrete Bridge Deck Rehabilitation Using Hydrodemolition. Utah Department of Transportation, 2020, Report no. UT-20.27, ROSA P. https://rosap.ntl.bts.gov/view/dot/58687.
Cantilevered overhead sign structures (COSS) experience cyclic loading due to stochastic loads such as natural wind gusts (NWG). Wind loading can produce large deflections in the cantilever and large-magnitude stresses can develop at the box-type connection between the cantilevered arm and mast where fatigue performance is a concern. Modifications
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Supporting Files
Senior, H., Bennett, C., Collins, W. E., Li, J., Ewing, M., & Fadden, M. (2020). Dynamic Performance of Cantilevered Sign Trusses for Fatigue (Report No. K-TRAN: KU-18-3). University of Kansas. Department of Civil, Environmental, and Architectural Engineering. https://rosap.ntl.bts.gov/view/dot/57023
Senior, Hunter, Caroline Bennett, William E. Collins, Jian Li, Mark Ewing, and Matt Fadden. Dynamic Performance of Cantilevered Sign Trusses for Fatigue. Report no. K-TRAN: KU-18-3. University of Kansas. Department of Civil, Environmental, and Architectural Engineering, 2020. https://rosap.ntl.bts.gov/view/dot/57023.
Senior, Hunter, et al. Dynamic Performance of Cantilevered Sign Trusses for Fatigue. University of Kansas. Department of Civil, Environmental, and Architectural Engineering, 2020, Report no. K-TRAN: KU-18-3, ROSA P. https://rosap.ntl.bts.gov/view/dot/57023.
Collection of vehicle classification data is considered an essential part of traffic monitoring programs. The objective of this project is to integrate the raw classification data generated by the Minnesota Department of Transportation (MnDOT) Regional Transportation Management Center (RTMC) into the existing volume data managed by the Traffic Fore
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Kwon, T. M. (2020). Integrate RTMC Vehicle Classification Into the Current Detector Volume Data (Report No. MN 2020-31). Minnesota. Dept. of Transportation. Office of Policy Analysis, Research & Innovation. https://rosap.ntl.bts.gov/view/dot/57949
Kwon, Taek M.. Integrate RTMC Vehicle Classification Into the Current Detector Volume Data. Report no. MN 2020-31. Minnesota. Dept. of Transportation. Office of Policy Analysis, Research & Innovation, 2020. https://rosap.ntl.bts.gov/view/dot/57949.
Kwon, Taek M. Integrate RTMC Vehicle Classification Into the Current Detector Volume Data. Minnesota. Dept. of Transportation. Office of Policy Analysis, Research & Innovation, 2020, Report no. MN 2020-31, ROSA P. https://rosap.ntl.bts.gov/view/dot/57949.
2020-11-01
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Domestic Airline Fares Consumer Report
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Each month the Department of Transportation releases an Air Travel Consumer Report that includes information about various service quality elements, including flight delays, mishandled baggage, over sales, and a variety of other types of consumer complaints. In response to an increasing number of inquiries from consumers about domestic airline pric
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United States. Department of Transportation (2020). Domestic Airline Fares Consumer Report: First Quarter 2020 Passenger and Fare Information. United States. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/75810
United States. Department of Transportation. Domestic Airline Fares Consumer Report: First Quarter 2020 Passenger and Fare Information. United States. Department of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/75810.
United States. Department of Transportation Domestic Airline Fares Consumer Report: First Quarter 2020 Passenger and Fare Information. United States. Department of Transportation, 2020, ROSA P. https://rosap.ntl.bts.gov/view/dot/75810.
Benefits of lightweight concrete include reduction in the self-weight of the girder and reduction in transportation and handling costs, as well as potentially longer spans. Lightweight concrete can be produced with strength equivalent to normal-weight concrete. However, FDOT does not currently have an approved lightweight concrete mix for girders.
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Rambo-Roddenberry, M., & Al-Kaimakchi, A. (2020). Stainless Steel Strands and Lightweight Concrete for Pretensioned Concrete Girders (Final Report B – Lightweight Concrete). Florida. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/60647
Rambo-Roddenberry, Michelle and Anwer Al-Kaimakchi. Stainless Steel Strands and Lightweight Concrete for Pretensioned Concrete Girders (Final Report B – Lightweight Concrete). Florida. Department of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/60647.
Rambo-Roddenberry, Michelle, and Anwer Al-Kaimakchi Stainless Steel Strands and Lightweight Concrete for Pretensioned Concrete Girders (Final Report B – Lightweight Concrete). Florida. Department of Transportation, 2020, ROSA P. https://rosap.ntl.bts.gov/view/dot/60647.
This report is the response to the North Dakota Legislature's request for a study of the transportation infrastructure needs of all county and township roads in the state. In this report, infrastructure needs are estimated using the most current production forecasts, traffic estimates, and roadway inventory and condition data available. Agricultura
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Dybing, A., Lu, P., Heglund, D., Horner, T., Jirik, T., Wentz, B., Bengtson, K., Wadhwa, S. S., Dhingra, N., Hasan, S., & Sharma, K. (2020). Infrastructure Needs: North Dakota's County, Township and Tribal Roads and Bridges: 2021-2040. Upper Great Plains Transportation Institute. https://rosap.ntl.bts.gov/view/dot/76923
Dybing, Alan, Pan Lu, Dale Heglund, Tim Horner, Tom Jirik, Bradley Wentz, and Kelly Bengtson, et al.. Infrastructure Needs: North Dakota's County, Township and Tribal Roads and Bridges: 2021-2040. Upper Great Plains Transportation Institute, 2020. https://rosap.ntl.bts.gov/view/dot/76923.
Dybing, Alan, et al. Infrastructure Needs: North Dakota's County, Township and Tribal Roads and Bridges: 2021-2040. Upper Great Plains Transportation Institute, 2020, ROSA P. https://rosap.ntl.bts.gov/view/dot/76923.
The research team found that building an estimator tool that can be tailored to each airport provides more precise estimates of that airport’s impact. The model and tool move beyond the statewide study by using region-specific estimates and inputs, where possible, and allowing for user input when conditions have changed since the last statewide eco
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Borowiec, J. D., Glover, B., Kuzio, J., Wang, T., Steadman, M., Bratlien, C., & Prieto, B. (2020). Developing a Small Airport Economic Impact Estimator [Project Summary] (Report No. 0-7066). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/63032
Borowiec, Jeffrey D., Brianne Glover, Jacqueline Kuzio, Tengxi Wang, Maxwell Steadman, Chris Bratlien, and Bill Prieto. Developing a Small Airport Economic Impact Estimator [Project Summary]. Report no. 0-7066. Texas A&M Transportation Institute, 2020. https://rosap.ntl.bts.gov/view/dot/63032.
Borowiec, Jeffrey D., et al. Developing a Small Airport Economic Impact Estimator [Project Summary]. Texas A&M Transportation Institute, 2020, Report no. 0-7066, ROSA P. https://rosap.ntl.bts.gov/view/dot/63032.
Automated driving systems (ADS) have the potential to fundamentally transform transportation by reducing crashes, congestion, and cost while improving traffic efficiency and access to mobility for the transportation-challenged population. However, people may not use ADS as intended due to their misunderstanding of such systems’ capabilities and lim
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DatasetSupporting Files
Kim, H., Song, M., & Doerzaph, Z. R. (2020). Real-World Use of Automated Driving Systems and their Safety Consequences: A Naturalistic Driving Data Analysis [supporting datasets] (Report No. VTTI-00-029). Safety through Disruption (Safe-D) University Transportation Center (UTC). https://doi.org/10.15787/VTT1/98NBN7
Kim, Hyungil, Miao Song, and Zachary R Doerzaph. Real-World Use of Automated Driving Systems and their Safety Consequences: A Naturalistic Driving Data Analysis [supporting datasets]. Report no. VTTI-00-029. Safety through Disruption (Safe-D) University Transportation Center (UTC), 2020. https://doi.org/10.15787/VTT1/98NBN7.
Kim, Hyungil, et al. Real-World Use of Automated Driving Systems and their Safety Consequences: A Naturalistic Driving Data Analysis [supporting datasets]. Safety through Disruption (Safe-D) University Transportation Center (UTC), 2020, Report no. VTTI-00-029, ROSA P. https://doi.org/10.15787/VTT1/98NBN7.
Roadway departure crashes represent approximately 50 percent of fatalities on Texas roadways each year. Roadside safety devices shield motorists from roadside hazards such as non-traversable terrain and fixed objects, thereby reducing injuries and fatalities associated with roadway departure crashes. Development of new or improved roadside safety d
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Bligh, R. P., Abu-Odeh, A., Cakalli, S., Kovar, J. C., Moran, S. M., Schulz, N. D., Sheikh, N. M., Dobrovolny, C. S., Williams, W. F., Han, A. R., & Park, S. H. (2020). Roadside Safety Device Analysis, Testing, and Evaluation Program [Project Summary] (Report No. 0-6968). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/66043
Bligh, Roger P., Akram Abu-Odeh, Sofokli Cakalli, James C. Kovar, Sana M Moran, Nathan D. Schulz, and Nauman M. Sheikh, et al.. Roadside Safety Device Analysis, Testing, and Evaluation Program [Project Summary]. Report no. 0-6968. Texas A&M Transportation Institute, 2020. https://rosap.ntl.bts.gov/view/dot/66043.
Bligh, Roger P., et al. Roadside Safety Device Analysis, Testing, and Evaluation Program [Project Summary]. Texas A&M Transportation Institute, 2020, Report no. 0-6968, ROSA P. https://rosap.ntl.bts.gov/view/dot/66043.
With the increasing demand for tunnels in sensitive urban environments, pressure balance mechanized tunneling is employed in most soft ground tunnel construction projects. Segmental tunnel lining is used in pressure balance mechanized tunneling as temporary and final support. With common service life requirements of 100 and even 150 years, efficien
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Lu, H., & Gutierrez, M. (2020). Uncertainty Analysis in Rock Mass Classification and Its Application to Reliability Evaluation in Tunnel Construction (Report No. UTC-UTI 004). United States. Department of Transportation. Office of the Assistant Secretary for Research and Technology. https://rosap.ntl.bts.gov/view/dot/60030
Lu, Hui and Marte Gutierrez. Uncertainty Analysis in Rock Mass Classification and Its Application to Reliability Evaluation in Tunnel Construction. Report no. UTC-UTI 004. United States. Department of Transportation. Office of the Assistant Secretary for Research and Technology, 2020. https://rosap.ntl.bts.gov/view/dot/60030.
Lu, Hui, and Marte Gutierrez Uncertainty Analysis in Rock Mass Classification and Its Application to Reliability Evaluation in Tunnel Construction. United States. Department of Transportation. Office of the Assistant Secretary for Research and Technology, 2020, Report no. UTC-UTI 004, ROSA P. https://rosap.ntl.bts.gov/view/dot/60030.
The authors conducted a two-year study to assess the distribution, roosting and foraging ecology, migratory movements, and winter habits of gray bats (Myotis grisescens) in the French Broad River Basin of western North Carolina. By August 2020, the authors knew of 37 roosts in the basin. Gray bats actively forage across the basin, but activity is h
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Weber, J. A., O'Keefe, J. M., Walters, B. L., Tillman, F., & Nicolay, C. (2020). Distribution, Roosting and Foraging Ecology, and Migration Pathways for Gray Bats in Western North Carolina (Report No. FHWA/NC/2018-36). North Carolina Department of Transportation. Research and Development Unit. https://rosap.ntl.bts.gov/view/dot/60605
Weber, Joey A., Joy M. O'Keefe, Brianne L. Walters, Francis Tillman, and Christopher Nicolay. Distribution, Roosting and Foraging Ecology, and Migration Pathways for Gray Bats in Western North Carolina. Report no. FHWA/NC/2018-36. North Carolina Department of Transportation. Research and Development Unit, 2020. https://rosap.ntl.bts.gov/view/dot/60605.
Weber, Joey A., et al. Distribution, Roosting and Foraging Ecology, and Migration Pathways for Gray Bats in Western North Carolina. North Carolina Department of Transportation. Research and Development Unit, 2020, Report no. FHWA/NC/2018-36, ROSA P. https://rosap.ntl.bts.gov/view/dot/60605.
Transportation agencies throughout the United States are systematically counting bicycles and pedestrians to plan, fund, and evaluate nonmotorized infrastructure. This project evaluated nonmotorized count methods and technologies and developed recommendations to integrate them into Tennessee's statewide count program. We first did a nationwide scan
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Shah, N., Cherry, C., Brakewood, C., Cate, M., Kohls, A. G., Ortmann, M., & Proulx, F. (2020). TDOT Bicycle & Pedestrian Counting: Best Methodologies Assessment (Report No. RES2019-13). Tennessee. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/56300
Shah, Nitesh, Christopher Cherry, Candace Brakewood, Matt Cate, Airton G Kohls, Mareike Ortmann, and Frank Proulx. TDOT Bicycle & Pedestrian Counting: Best Methodologies Assessment. Report no. RES2019-13. Tennessee. Department of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/56300.
Shah, Nitesh, et al. TDOT Bicycle & Pedestrian Counting: Best Methodologies Assessment. Tennessee. Department of Transportation, 2020, Report no. RES2019-13, ROSA P. https://rosap.ntl.bts.gov/view/dot/56300.
Safety for the general public and Department workers is a key value within Minnesota Department of Transportation (MnDOT). As MnDOT works within its right-of-way (ROW), that safety concern extends to the safety needs of maintenance staff in field work, as well as those of the unsheltered homeless population, who may camp on MnDOT’s ROW. Therefore,
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Bitzan, N., Marti, M., Gallagher, M. R., & Dahlgren, D. (2020). Remote Sensing in Maintenance Work (Report No. TRS2005). Minnesota. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/57565
Bitzan, Nicole, Michael Marti, Mark R. Gallagher, and Darwin Dahlgren. Remote Sensing in Maintenance Work. Report no. TRS2005. Minnesota. Department of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/57565.
Bitzan, Nicole, et al. Remote Sensing in Maintenance Work. Minnesota. Department of Transportation, 2020, Report no. TRS2005, ROSA P. https://rosap.ntl.bts.gov/view/dot/57565.
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