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 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.
The Transportation Investment Act (TIA) is a voter initiative in Georgia that adds 1 percent to local sales taxes over 10 years. Of additional revenue, 75 percent is devoted to approved transportation investment projects, and 25 percent is returned to local jurisdictions to spend on any transportation projects they choose. The taxing authority last
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Ross, C. L., Boston, T. D., Golshani, N., Rao, A., & Adebola, O. (2020). Phase III: Transportation Investment Act — Benchmark Assessment and Benefit–Cost Analysis, 2013–2018 (Report No. FHWA-GA-20-1811). Georgia. Department of Transportation. Office of Performance-Based Management & Research. https://rosap.ntl.bts.gov/view/dot/53994
Ross, Catherine L., Thomas D. Boston, Nima Golshani, Arthi Rao, and Olufunke Adebola. Phase III: Transportation Investment Act — Benchmark Assessment and Benefit–Cost Analysis, 2013–2018. Report no. FHWA-GA-20-1811. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2020. https://rosap.ntl.bts.gov/view/dot/53994.
Ross, Catherine L., et al. Phase III: Transportation Investment Act — Benchmark Assessment and Benefit–Cost Analysis, 2013–2018. Georgia. Department of Transportation. Office of Performance-Based Management & Research, 2020, Report no. FHWA-GA-20-1811, ROSA P. https://rosap.ntl.bts.gov/view/dot/53994.
Roadway departure (RD) crashes are one of the major causes of fatalities on highways. Reducing the number and severity of RD crashes is one of the emphasis areas of the strategic highway safety plan for many state departments of transportation in the United States. Many significant efforts have been aimed at reducing RD crashes, and a continued foc
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Appiah, J., & Zhao, M. (2020). Examination of Features Correlated With Roadway Departure Crashes on Rural Roads (Report No. FHWA/VTRC 21-R2). Virginia. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/53969
Appiah, Justice and Mo Zhao. Examination of Features Correlated With Roadway Departure Crashes on Rural Roads. Report no. FHWA/VTRC 21-R2. Virginia. Dept. of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/53969.
Appiah, Justice, and Mo Zhao Examination of Features Correlated With Roadway Departure Crashes on Rural Roads. Virginia. Dept. of Transportation, 2020, Report no. FHWA/VTRC 21-R2, ROSA P. https://rosap.ntl.bts.gov/view/dot/53969.
In this project, development of innovative methods for the integrated evaluation of surface and groundwaters inform practical applications for stormwater best management practices (BMPs) aimed at remediating stormwater nutrient impacts. To explore innovative uses of engineered media, five novel chemically activated media (CAM) were developed and te
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Kibler, K. M., Chang, N. B., Wang, D., Wanielista, M. P., Shokri, M., Ordonez, D., Gao, Y., Valencia, A., Hagglund, C., & Corrado, A. (2020). Innovative and Integrative Best Management Practices (BMPs) for Surface and Groundwater Protection. Florida. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/56963
Kibler, Kelly M, Ni-Bin Chang, Dingbao Wang, Martin P. Wanielista, Mohammad Shokri, Diana Ordonez, Yuan Gao, Andrea Valencia, Christopher Hagglund, and Andrew Corrado. Innovative and Integrative Best Management Practices (BMPs) for Surface and Groundwater Protection. Florida. Department of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/56963.
Kibler, Kelly M, et al. Innovative and Integrative Best Management Practices (BMPs) for Surface and Groundwater Protection. Florida. Department of Transportation, 2020, ROSA P. https://rosap.ntl.bts.gov/view/dot/56963.
The supply of conventional supplementary cementitious materials (SCMs such as coal fly ash and ground granulated blast furnace slag) continues to fall further behind the concrete industry’s demand to produce durable and sustainable concretes. As an alternative, interest in nontraditional pozzolanic materials continues to grow. This study evaluated
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Rajabipour, F., Jafari, K., & Zahedi, M. (2020). Evaluation, Beneficiation, and Implementation of Alternative Concrete Pozzolans for Transportation Infrastructure (Report No. CIAM-COR-R8). Center for Integrated Asset Management for Multimodal Transportation Infrastructure Systems (CIAMTIS) (UTC). https://rosap.ntl.bts.gov/view/dot/57274
Rajabipour, Farshad, Khashayar Jafari, and Mona Zahedi. Evaluation, Beneficiation, and Implementation of Alternative Concrete Pozzolans for Transportation Infrastructure. Report no. CIAM-COR-R8. Center for Integrated Asset Management for Multimodal Transportation Infrastructure Systems (CIAMTIS) (UTC), 2020. https://rosap.ntl.bts.gov/view/dot/57274.
Rajabipour, Farshad, et al. Evaluation, Beneficiation, and Implementation of Alternative Concrete Pozzolans for Transportation Infrastructure. Center for Integrated Asset Management for Multimodal Transportation Infrastructure Systems (CIAMTIS) (UTC), 2020, Report no. CIAM-COR-R8, ROSA P. https://rosap.ntl.bts.gov/view/dot/57274.
This document presents the process and methodology for pavement designs in conformance with CT DOT design practices including new construction, rehabilitation, and preservation. Types of pavements addressed include flexible [asphalt concrete] pavements, rigid [Portland cement concrete] pavements, and composite pavements. This document addresses des
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Zinke, S., Larsen, D., Bernier, A., & Mahoney, J. (2020). CTDOT Pavement Design Handbook (Report No. CT-2307-F-20-1). Connecticut. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/57390
Zinke, Scott, Donald Larsen, Alexander Bernier, and James Mahoney. CTDOT Pavement Design Handbook. Report no. CT-2307-F-20-1. Connecticut. Dept. of Transportation, 2020. https://rosap.ntl.bts.gov/view/dot/57390.
Zinke, Scott, et al. CTDOT Pavement Design Handbook. Connecticut. Dept. of Transportation, 2020, Report no. CT-2307-F-20-1, ROSA P. https://rosap.ntl.bts.gov/view/dot/57390.
The Wyoming Department of Transportation’s (WYDOT) Connected Vehicle (CV) Pilot Deployment Program is intended to develop a suite of applications that utilize vehicle to infrastructure (V2I) and vehicle to vehicle (V2V) communication technology to reduce the impact of adverse weather on truck travel in the I-80 corridor. These applications support
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Gopalakrishna, D., Garcia, V., Ragan, A., English, T., Zumpf, S., Young, R., Ahmed, M., Kitchener, F., Serulle, N. U., & Hsu, E. (2020). Connected Vehicle Pilot Deployment Concept Phase 1, System Requirements Specification (SyRS) – WYDOT (Report No. FHWA-JPO-16-291). United States. Department of Transportation. Intelligent Transportation Systems Joint Program Office. https://rosap.ntl.bts.gov/view/dot/31601
Gopalakrishna, Deepak, Vince Garcia, Ali Ragan, Tony English, Shane Zumpf, Rhonda Young, Mohamed Ahmed, Fred Kitchener, Nayel Urena Serulle, and Eva Hsu. Connected Vehicle Pilot Deployment Concept Phase 1, System Requirements Specification (SyRS) – WYDOT. Report no. FHWA-JPO-16-291. United States. Department of Transportation. Intelligent Transportation Systems Joint Program Office, 2020. https://rosap.ntl.bts.gov/view/dot/31601.
Gopalakrishna, Deepak, et al. Connected Vehicle Pilot Deployment Concept Phase 1, System Requirements Specification (SyRS) – WYDOT. United States. Department of Transportation. Intelligent Transportation Systems Joint Program Office, 2020, Report no. FHWA-JPO-16-291, ROSA P. https://rosap.ntl.bts.gov/view/dot/31601.
NCDOT maintains a significant number of T intersections with developable land occupying the vacant fourth leg. When a need for a fourth leg is established, NCDOT must determine the optimal location of the leg. Common options include adding the leg to the existing intersection as well as moving the leg up or downstream of the existing intersection t
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Cunningham, C. M., Warchol, S., Baek, J., & Yang, G. (2020). Operational Applications of Signalized Offset T-Intersections (Report No. FHWA/NC/2019-31). North Carolina. Department of Transportation. Research and Analysis Group. https://rosap.ntl.bts.gov/view/dot/56459
Cunningham, Christopher M., Shannon Warchol, Juwoon Baek, and Guangchuan Yang. Operational Applications of Signalized Offset T-Intersections. Report no. FHWA/NC/2019-31. North Carolina. Department of Transportation. Research and Analysis Group, 2020. https://rosap.ntl.bts.gov/view/dot/56459.
Cunningham, Christopher M., et al. Operational Applications of Signalized Offset T-Intersections. North Carolina. Department of Transportation. Research and Analysis Group, 2020, Report no. FHWA/NC/2019-31, ROSA P. https://rosap.ntl.bts.gov/view/dot/56459.
This project was originally funded with Principle Investigator (PI) Dr. Soonkie Nam, with Dr. Bret Lingwall as co-PI serving in a support role. The project began in late 2015, and the project was turned over to Dr. Lingwall as PI when Dr. Nam left SDSMT in August of 2017. Due to insurmountable equipment malfunctions, none of the dynamic modulus or
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Lingwall, B. (2020). Resilient and Dynamic Modulus Testing For M-E Pavement Design (Report No. SD2014-21-F). South Dakota. Department of Transportation. Office of Research. https://rosap.ntl.bts.gov/view/dot/67327
Lingwall, Bret. Resilient and Dynamic Modulus Testing For M-E Pavement Design. Report no. SD2014-21-F. South Dakota. Department of Transportation. Office of Research, 2020. https://rosap.ntl.bts.gov/view/dot/67327.
Lingwall, Bret Resilient and Dynamic Modulus Testing For M-E Pavement Design. South Dakota. Department of Transportation. Office of Research, 2020, Report no. SD2014-21-F, ROSA P. https://rosap.ntl.bts.gov/view/dot/67327.
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