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.
This project combined the statewide crash data (SWIRTS) and traffic data (PeMS) to develop statistical models to determine the safety impacts of alternative speed limits on California highways. The models examined whether various factors about crashes, including average traffic speed and truck-involvement, correlated with outcomes such as crash sev
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Musabbir, S. R., & Zhang, M. (2020). Assessing the Safety Implication of Alternative Speed Limits in California (Report No. UC-ITS-2019-11). University of California, Davis. Institute of Transportation Studies. https://rosap.ntl.bts.gov/view/dot/67219
Musabbir, Sarder Rafee and Michael Zhang. Assessing the Safety Implication of Alternative Speed Limits in California. Report no. UC-ITS-2019-11. University of California, Davis. Institute of Transportation Studies, 2020. https://rosap.ntl.bts.gov/view/dot/67219.
Musabbir, Sarder Rafee, and Michael Zhang Assessing the Safety Implication of Alternative Speed Limits in California. University of California, Davis. Institute of Transportation Studies, 2020, Report no. UC-ITS-2019-11, ROSA P. https://rosap.ntl.bts.gov/view/dot/67219.
This project aims to develop a systematic way to design smart highway systems with networked video monitoring and control resiliency against environment disruptions and sensor failures. On the video monitoring side, the authors investigate (1) efficient deep learning methods for extracting fine-grained local categorical traffic information from ind
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Jin, L., Feng, C., Xie, Q., & Xu, X. (2020). Design of Resilient Smart Highway Systems with Data-Driven Monitoring from Networked Cameras. Connected Cities for Smart Mobility toward Accessible and Resilient Transportation Center (C2SMART). https://rosap.ntl.bts.gov/view/dot/58514
Jin, Li, Chen Feng, Qian Xie, and Xuchu Xu. Design of Resilient Smart Highway Systems with Data-Driven Monitoring from Networked Cameras. Connected Cities for Smart Mobility toward Accessible and Resilient Transportation Center (C2SMART), 2020. https://rosap.ntl.bts.gov/view/dot/58514.
Jin, Li, et al. Design of Resilient Smart Highway Systems with Data-Driven Monitoring from Networked Cameras. Connected Cities for Smart Mobility toward Accessible and Resilient Transportation Center (C2SMART), 2020, ROSA P. https://rosap.ntl.bts.gov/view/dot/58514.
This article develops a deep reinforcement learning (Deep-RL) framework for dynamic pricing on managed lanes with multiple access locations and heterogeneity in travelers’ value of time, origin, and destination. This framework relaxes assumptions in the literature by considering multiple origins and destinations, multiple access locations to the ma
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Pandey, V., Wang, E., & Boyles, S. D. (2020). Deep Reinforcement Learning Algorithm for Dynamic Pricing of Express Lanes With Multiple Access Locations (Report No. D-STOP/2020/153). University of Texas at Austin. Data-Supported Transportation Operations & Planning Center (D-STOP). https://rosap.ntl.bts.gov/view/dot/56053
Pandey, Venktesh, Evana Wang, and Stephen D. Boyles. Deep Reinforcement Learning Algorithm for Dynamic Pricing of Express Lanes With Multiple Access Locations. Report no. D-STOP/2020/153. University of Texas at Austin. Data-Supported Transportation Operations & Planning Center (D-STOP), 2020. https://rosap.ntl.bts.gov/view/dot/56053.
Pandey, Venktesh, et al. Deep Reinforcement Learning Algorithm for Dynamic Pricing of Express Lanes With Multiple Access Locations. University of Texas at Austin. Data-Supported Transportation Operations & Planning Center (D-STOP), 2020, Report no. D-STOP/2020/153, ROSA P. https://rosap.ntl.bts.gov/view/dot/56053.
Deployment of automated ground vehicles beyond the confines of sunny and dry climes will require sub-lane level positioning techniques based on radio waves rather than near-visible-light radiation. Like human sight, lidar and cameras perform poorly in low-visibility conditions. This paper develops and demonstrates a novel technique for robust sub-5
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Narula, L., Iannucci, P. A., & Humphreys, T. E. (2020). All-Weather Sub-50-cm Radar-Inertial Positioning (Report No. D-STOP/2020/154). University of Texas at Austin. Data-Supported Transportation Operations & Planning Center (D-STOP). https://rosap.ntl.bts.gov/view/dot/55864
Narula, Lakshay, Peter A. Iannucci, and Todd E. Humphreys. All-Weather Sub-50-cm Radar-Inertial Positioning. Report no. D-STOP/2020/154. University of Texas at Austin. Data-Supported Transportation Operations & Planning Center (D-STOP), 2020. https://rosap.ntl.bts.gov/view/dot/55864.
Narula, Lakshay, et al. All-Weather Sub-50-cm Radar-Inertial Positioning. University of Texas at Austin. Data-Supported Transportation Operations & Planning Center (D-STOP), 2020, Report no. D-STOP/2020/154, ROSA P. https://rosap.ntl.bts.gov/view/dot/55864.
The durability of infrastructure components, such as prestressed concrete bridge beams, can be significantly affected by long-term deterioration associated with corrosion. Corrosion is a major concern for bridges in Virginia, due to the frequent use of deicing salts during the winter, as well as the number of structures in marine environments. The
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Alfailakawi, A., Roberts-Wollmann, C. L., Hebdon, M., & Koutromanos, I. (2020). Experimental and Analytical Evaluation of Residual Capacity of Corrosion-Damaged Prestressed Concrete Bridge Girders (Report No. FHWA/VTRC 21-R6). Virginia. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/53953
Alfailakawi, Ali, C. L. Roberts-Wollmann, Matthew Hebdon, and Ioannis Koutromanos. Experimental and Analytical Evaluation of Residual Capacity of Corrosion-Damaged Prestressed Concrete Bridge Girders. Report no. FHWA/VTRC 21-R6. Virginia. Dept. of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/53953.
Alfailakawi, Ali, et al. Experimental and Analytical Evaluation of Residual Capacity of Corrosion-Damaged Prestressed Concrete Bridge Girders. Virginia. Dept. of Transportation, 2020, Report no. FHWA/VTRC 21-R6, ROSA P. https://rosap.ntl.bts.gov/view/dot/53953.
This study proposes a new quality control and compliance method for concrete mixture design using standard surface resistivity testing. This method helps in determining key mixture parameters such as fly ash content and w/cm of placed concrete. Based on the gain in resistivity over time, it was found that the slope of the surface resistivity versus
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Hartell, J. A. (2020). The Use of Resistivity Testing for Quality Control of Concrete Mixtures (Report No. FHWA-OK-20-03). Oklahoma. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/57406
Hartell, Julie Ann. The Use of Resistivity Testing for Quality Control of Concrete Mixtures. Report no. FHWA-OK-20-03. Oklahoma. Department of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/57406.
Hartell, Julie Ann The Use of Resistivity Testing for Quality Control of Concrete Mixtures. Oklahoma. Department of Transportation, 2020, Report no. FHWA-OK-20-03, ROSA P. https://rosap.ntl.bts.gov/view/dot/57406.
The Strategic Highway Research Program 2 (SHRP2) identified composite pavement as a “renewal solution” to support for implementation, and the Virginia Department of Transportation (VDOT) received funding to demonstrate its potential. In 2017, this funding was applied to support major rehabilitation of two westbound lanes of US 60 in Henrico County,
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Hossain, M. S., Nair, H., Ozyildirim, H. C., & Moruza, A. K. (2020). Assessment of Composite Pavement in Virginia: A Trial Section on US 60 (Report No. FHWA/VTRC 21-R3). Virginia Transportation Research Council (VTRC). https://rosap.ntl.bts.gov/view/dot/54684
Hossain, M. Shabbir, Harikrishnan Nair, H. Celik Ozyildirim, and Audrey K Moruza. Assessment of Composite Pavement in Virginia: A Trial Section on US 60. Report no. FHWA/VTRC 21-R3. Virginia Transportation Research Council (VTRC), 2020. https://rosap.ntl.bts.gov/view/dot/54684.
Hossain, M. Shabbir, et al. Assessment of Composite Pavement in Virginia: A Trial Section on US 60. Virginia Transportation Research Council (VTRC), 2020, Report no. FHWA/VTRC 21-R3, ROSA P. https://rosap.ntl.bts.gov/view/dot/54684.
This research focuses on the Crash Analysis Methodology for Segments (CAMS) which provides a way for engineers at the Utah Department of Transportation (UDOT) to prioritize safety improvements on state-owned roadways. Unlike the Utah crash analysis methodologies that come before it, the CAMS focuses exclusively on segment-related crashes. The benef
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Schultz, G. G., Lunt, C. C., Pew, T., Warr, R. L., & Heaton, M. J. (2020). Segment and Intersection Crash Analysis Methodologies for Utah Highways (Report No. UT- 20.04). Utah. Dept. of Transportation. Division of Research. https://rosap.ntl.bts.gov/view/dot/54883
Schultz, Grant G., Camille C Lunt, Timo Pew, Richard L Warr, and Matthew J Heaton. Segment and Intersection Crash Analysis Methodologies for Utah Highways. Report no. UT- 20.04. Utah. Dept. of Transportation. Division of Research, 2020. https://rosap.ntl.bts.gov/view/dot/54883.
Schultz, Grant G., et al. Segment and Intersection Crash Analysis Methodologies for Utah Highways. Utah. Dept. of Transportation. Division of Research, 2020, Report no. UT- 20.04, ROSA P. https://rosap.ntl.bts.gov/view/dot/54883.
The Federal Section 5310 grant program supports organizations that provide transportation services to seniors and persons living with disabilities. The optimization of the services can improve the lives of the intended recipients of the 5310 grant program by increasing services and improving service quality and efficiency. This report highlights th
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Catala, M., Joslin, A., Mistretta, M., & Sipiora, A. (2020). Assessment of 5310 Program Utilization and Development of Strategies To Optimize Mobility Services for Seniors and Persons With Disabilities (Report No. BDV25-977-55). University of South Florida. Center for Urban Transportation Research. https://rosap.ntl.bts.gov/view/dot/57389
Catala, Martin, Ann Joslin, Mark Mistretta, and Austin Sipiora. Assessment of 5310 Program Utilization and Development of Strategies To Optimize Mobility Services for Seniors and Persons With Disabilities. Report no. BDV25-977-55. University of South Florida. Center for Urban Transportation Research, 2020. https://rosap.ntl.bts.gov/view/dot/57389.
Catala, Martin, et al. Assessment of 5310 Program Utilization and Development of Strategies To Optimize Mobility Services for Seniors and Persons With Disabilities. University of South Florida. Center for Urban Transportation Research, 2020, Report no. BDV25-977-55, ROSA P. https://rosap.ntl.bts.gov/view/dot/57389.
We present a novel statistical inference framework for convex empirical risk minimization, using approximate stochastic Newton steps. The proposed algorithm is based on the notion of finite differences and allows the approximation of a Hessian-vector product from first-order information. In theory, our method efficiently computes the statistical er
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Li, T., Liu, L., Kyrillidis, A., & Caramanis, C. (2020). Statistical Inference Without Excess Data Using Only Stochastic Gradients: Volume 2 (Report No. D-STOP/2020/160). University of Texas at Austin. Data-Supported Transportation Operations & Planning Center (D-STOP). https://rosap.ntl.bts.gov/view/dot/55859
Li, Tianyang, Liu Liu, Anastasios Kyrillidis, and Constantine Caramanis. Statistical Inference Without Excess Data Using Only Stochastic Gradients: Volume 2. Report no. D-STOP/2020/160. University of Texas at Austin. Data-Supported Transportation Operations & Planning Center (D-STOP), 2020. https://rosap.ntl.bts.gov/view/dot/55859.
Li, Tianyang, et al. Statistical Inference Without Excess Data Using Only Stochastic Gradients: Volume 2. University of Texas at Austin. Data-Supported Transportation Operations & Planning Center (D-STOP), 2020, Report no. D-STOP/2020/160, ROSA P. https://rosap.ntl.bts.gov/view/dot/55859.
Tendon impregnation has been proposed as a potential method to prevent and arrest corrosion in post-tensioned tendons. This technology uses the interstitial spaces between the tendon wires to inject a corrosion-mitigating fluid into the tendon. This project was performed to evaluate the long-term effectiveness and the service life of the material(s
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Silnutzer, J., Mraied, H., Mullins, G., Sagüés, A., & Alexander, C. L. (2020). Evaluation of Corrosion Inhibiting Materials Applied by Impregnation (Pressure Injection) Methods to Prevent Corrosion of Post-Tensioned Tendons. Florida. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/59920
Silnutzer, Justin, Hesham Mraied, Gray Mullins, Alberto Sagüés, and Christopher L Alexander. Evaluation of Corrosion Inhibiting Materials Applied by Impregnation (Pressure Injection) Methods to Prevent Corrosion of Post-Tensioned Tendons. Florida. Department of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/59920.
Silnutzer, Justin, et al. Evaluation of Corrosion Inhibiting Materials Applied by Impregnation (Pressure Injection) Methods to Prevent Corrosion of Post-Tensioned Tendons. Florida. Department of Transportation, 2020, ROSA P. https://rosap.ntl.bts.gov/view/dot/59920.
Cement modification of subgrade has been widely practiced for the past few decades. Recently, cement has become a more economical binder to modify in-situ subgrade soil since other binders, such as fly ash, have become less available and therefore their prices have increased significantly. In addition, a much higher percentage of fly ash needs be u
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Tannoury, G. A., Al-Naddaf, M., Han, J., Parsons, R. L., & Zhang, C. (2020). Evaluation of Cement-Modified Soil (CMS) With Microcracking (Report No. K-TRAN: KU-18-6). Kansas. Dept. of Transportation. Bureau of Research. https://rosap.ntl.bts.gov/view/dot/54005
Tannoury, George A, Mahdi Al-Naddaf, Jie Han, Robert L. Parsons, and Chi Zhang. Evaluation of Cement-Modified Soil (CMS) With Microcracking. Report no. K-TRAN: KU-18-6. Kansas. Dept. of Transportation. Bureau of Research, 2020. https://rosap.ntl.bts.gov/view/dot/54005.
Tannoury, George A, et al. Evaluation of Cement-Modified Soil (CMS) With Microcracking. Kansas. Dept. of Transportation. Bureau of Research, 2020, Report no. K-TRAN: KU-18-6, ROSA P. https://rosap.ntl.bts.gov/view/dot/54005.
The FHWA has recently initiated research to determine the vulnerability of bridge piers subject to vehicular impact. Vehicular impact to bridge piers results in varying levels of damage and corresponding reduction in structural capacity. The extent of the damage determines the level of corrective maintenance required to keep the bridge in service o
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Roy, S., Sorensen, A. D., & Haling, M. (2020). Residual Capacity of Impacted Bridge Piers (Report No. CAIT-UTC-NC52). Rutgers University. Center for Advanced Infrastructure and Transportation. https://rosap.ntl.bts.gov/view/dot/53997
Roy, Suman, Andrew D. Sorensen, and Marvin Haling. Residual Capacity of Impacted Bridge Piers. Report no. CAIT-UTC-NC52. Rutgers University. Center for Advanced Infrastructure and Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/53997.
Roy, Suman, et al. Residual Capacity of Impacted Bridge Piers. Rutgers University. Center for Advanced Infrastructure and Transportation, 2020, Report no. CAIT-UTC-NC52, ROSA P. https://rosap.ntl.bts.gov/view/dot/53997.
Corrugated metal pipe culverts undergo deterioration mainly in the invert because of corrosion and abrasion. This study investigated invert paving using engineered cementitious composite (ECC) in thicknesses of 1 in or less above the crests of the corrugations in corrugated metal pipe made of galvanized steel. Such a thickness is not expected to ha
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Ozyildirim, H. C., & Sharifi, M. (2020). Corrugated Metal Pipe Culvert Invert Repair Using Engineered Cementitious Composite (Report No. FHWA/VTRC 21-R5). Virginia. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/54000
Ozyildirim, H. Celik and Mary Sharifi. Corrugated Metal Pipe Culvert Invert Repair Using Engineered Cementitious Composite. Report no. FHWA/VTRC 21-R5. Virginia. Dept. of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/54000.
Ozyildirim, H. Celik, and Mary Sharifi Corrugated Metal Pipe Culvert Invert Repair Using Engineered Cementitious Composite. Virginia. Dept. of Transportation, 2020, Report no. FHWA/VTRC 21-R5, ROSA P. https://rosap.ntl.bts.gov/view/dot/54000.
As part of this study, 15 intersections with approximately 60 cameras were to be configured to collect traffic volumes and speeds. All of these cameras are the newer VISION models. In addition, the objectives of the study include building enhancements to the existing North Dakota State University (NDSU) Traffic Analysis Tool and to obtain cost esti
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Sharma, K., & Wentz, B. (2020). Vision Camera Data Collection & Traffic Analysis Enhancements. Upper Great Plains Transportation Institute. https://rosap.ntl.bts.gov/view/dot/72619
Sharma, Kshitij and Bradley Wentz. Vision Camera Data Collection & Traffic Analysis Enhancements. Upper Great Plains Transportation Institute, 2020. https://rosap.ntl.bts.gov/view/dot/72619.
Sharma, Kshitij, and Bradley Wentz Vision Camera Data Collection & Traffic Analysis Enhancements. Upper Great Plains Transportation Institute, 2020, ROSA P. https://rosap.ntl.bts.gov/view/dot/72619.
Out of the 614,387 bridges in the United States, 56,007 are structurally deficient. In many instances this structural deficiency relates to the deck of the bridge. Deck degradation is very common in bridges over 25 years old. Many decks fail several years before the rest of the bridge superstructure and substructure reach the end of their useful li
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Matthews, J. D., Barnes, R. W., & Rhett, B. M. (2020). Laboratory Testing of Transverse Joints for Precast-Panel Bridge-Deck Replacement Systems (Report No. ALDOT 930-762-2). Alabama. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/56595
Matthews, Jamieson D, Robert W. Barnes, and Brian M Rhett. Laboratory Testing of Transverse Joints for Precast-Panel Bridge-Deck Replacement Systems. Report no. ALDOT 930-762-2. Alabama. Department of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/56595.
Matthews, Jamieson D, et al. Laboratory Testing of Transverse Joints for Precast-Panel Bridge-Deck Replacement Systems. Alabama. Department of Transportation, 2020, Report no. ALDOT 930-762-2, ROSA P. https://rosap.ntl.bts.gov/view/dot/56595.
We study the problem of black-box optimization of a noisy function in the presence of low-cost approximations or fidelities, which is motivated by problems like hyper-parameter tuning. In hyper-parameter tuning evaluating the black-box function at a point involves training a learning algorithm on a large dataset at a particular hyper-parameter and
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Sen, R., Kandasamy, K., & Shakkottai, S. (2020). Noisy Blackbox Optimization Using Multi-Fidelity Queries: A Tree Search Approach (Report No. D-STOP/2020/159). University of Texas at Austin. Data-Supported Transportation Operations & Planning Center (D-STOP). https://rosap.ntl.bts.gov/view/dot/55861
Sen, Rajat, Kirthevasan Kandasamy, and Sanjay Shakkottai. Noisy Blackbox Optimization Using Multi-Fidelity Queries: A Tree Search Approach. Report no. D-STOP/2020/159. University of Texas at Austin. Data-Supported Transportation Operations & Planning Center (D-STOP), 2020. https://rosap.ntl.bts.gov/view/dot/55861.
Sen, Rajat, et al. Noisy Blackbox Optimization Using Multi-Fidelity Queries: A Tree Search Approach. University of Texas at Austin. Data-Supported Transportation Operations & Planning Center (D-STOP), 2020, Report no. D-STOP/2020/159, ROSA P. https://rosap.ntl.bts.gov/view/dot/55861.
Portland has faced a mass displacement of Black households from the historically segregated area of Albina through various phases of urban renewal, urban deterioration, and gentrification. A substantial number of them have moved to East Portland, a suburban segment of the City of Portland that was unincorporated county land prior to the 1990’s. As
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Howland, S. A. (2020). “I Should Have Moved Somewhere Else”: The Impacts of Gentrification on Transportation and Social Support for Black Working-Poor Families in Portland, Oregon (Report No. NITC-D-1079). National Institute for Transportation and Communities (NITC). https://rosap.ntl.bts.gov/view/dot/54651
Howland, Steven Anthony. “I Should Have Moved Somewhere Else”: The Impacts of Gentrification on Transportation and Social Support for Black Working-Poor Families in Portland, Oregon. Report no. NITC-D-1079. National Institute for Transportation and Communities (NITC), 2020. https://rosap.ntl.bts.gov/view/dot/54651.
Howland, Steven Anthony “I Should Have Moved Somewhere Else”: The Impacts of Gentrification on Transportation and Social Support for Black Working-Poor Families in Portland, Oregon. National Institute for Transportation and Communities (NITC), 2020, Report no. NITC-D-1079, ROSA P. https://rosap.ntl.bts.gov/view/dot/54651.
The goal of this study was to understand the properties of the reclaimed asphalt pavement (RAP) sources available in Massachusetts and develop guidelines or recommendations for using RAP in new hot-mix asphalt surface course mixtures. MassDOT specifications allow up to 15% RAP by dry weight in surface mixtures without using a softer-grade virgin bi
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Mogawer, W. S., Austerman, A. J., & Stuart, K. (2020). Characterization of Reclaimed Asphalt Pavement (RAP) for HMA Surface Courses in Massachusetts (Report No. 20-013). University of Massachusetts Dartmouth. https://rosap.ntl.bts.gov/view/dot/54641
Mogawer, Walaa S., Alexander J. Austerman, and Kevin Stuart. Characterization of Reclaimed Asphalt Pavement (RAP) for HMA Surface Courses in Massachusetts. Report no. 20-013. University of Massachusetts Dartmouth, 2020. https://rosap.ntl.bts.gov/view/dot/54641.
Mogawer, Walaa S., et al. Characterization of Reclaimed Asphalt Pavement (RAP) for HMA Surface Courses in Massachusetts. University of Massachusetts Dartmouth, 2020, Report no. 20-013, ROSA P. https://rosap.ntl.bts.gov/view/dot/54641.
This report describes research conducted to incorporate pavement structural condition information obtained from the Traffic Speed Deflectometer (TSD) into the Virginia Department of Transportation (VDOT) pavement management system decision making process for bituminous pavement sections. Testing was conducted on a 4,000-mile (1,500 interstate miles
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Katicha, S. W., Shrestha, S., Flintsch, G. W., & Diefenderfer, B. K. (2020). Network Level Pavement Structural Testing With the Traffic Speed Deflectometer (Report No. VTRC 21-R4). Virginia Transportation Research Council (VTRC). https://rosap.ntl.bts.gov/view/dot/54888
Katicha, Samer W., Shivesh Shrestha, Gerardo W. Flintsch, and Brian K. Diefenderfer. Network Level Pavement Structural Testing With the Traffic Speed Deflectometer. Report no. VTRC 21-R4. Virginia Transportation Research Council (VTRC), 2020. https://rosap.ntl.bts.gov/view/dot/54888.
Katicha, Samer W., et al. Network Level Pavement Structural Testing With the Traffic Speed Deflectometer. Virginia Transportation Research Council (VTRC), 2020, Report no. VTRC 21-R4, ROSA P. https://rosap.ntl.bts.gov/view/dot/54888.
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