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 Ohio Department of Transportation (ODOT) needs to evaluate highway structures’ performance supported on spread footings bearing on soils. This evaluation’s outcomes are recommendations for future use of spread footings and potential limitations on their use. The project team completed the following tasks: 1. Reviewed the documented performance
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Nusairat, J., Tarawneh, B., Sargand, S. M., & White, K. (2021). Division of Engineering Research on Call (ROC) Agreement 31796 Task 7 – Service Evaluation of Highway Structures With Soil-Bearing Spread Footings (Report No. FHWA/OH-2021-04). Ohio. Department of Transportation. Office of Statewide Planning and Research. https://rosap.ntl.bts.gov/view/dot/58759
Nusairat, Jamal, Bashar Tarawneh, Shad M. Sargand, and Kevin White. Division of Engineering Research on Call (ROC) Agreement 31796 Task 7 – Service Evaluation of Highway Structures With Soil-Bearing Spread Footings. Report no. FHWA/OH-2021-04. Ohio. Department of Transportation. Office of Statewide Planning and Research, 2021. https://rosap.ntl.bts.gov/view/dot/58759.
Nusairat, Jamal, et al. Division of Engineering Research on Call (ROC) Agreement 31796 Task 7 – Service Evaluation of Highway Structures With Soil-Bearing Spread Footings. Ohio. Department of Transportation. Office of Statewide Planning and Research, 2021, Report no. FHWA/OH-2021-04, ROSA P. https://rosap.ntl.bts.gov/view/dot/58759.
To improve traffic safety on a section of I-80 (through the mountains east of Salt Lake City) that experiences frequent periods of difficult weather, the Utah Department of Transportation (UDOT) implemented a Variable Speed Limit (VSL) zone (from MP 128.0 to MP 141.0 in both directions) using regulatory hybrid Changeable Message Signs (CMS). Origin
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Azin, B., & Yang, X. (. (2021). I-80 Hybrid Regulatory Speed Limit Signing Design and VSL System Evaluation (Report No. UT-21.07). Utah. Dept. of Transportation. Research Division. https://rosap.ntl.bts.gov/view/dot/56456
Azin, Bahar and Xianfeng (Terry) Yang. I-80 Hybrid Regulatory Speed Limit Signing Design and VSL System Evaluation. Report no. UT-21.07. Utah. Dept. of Transportation. Research Division, 2021. https://rosap.ntl.bts.gov/view/dot/56456.
Azin, Bahar, and Xianfeng (Terry) Yang I-80 Hybrid Regulatory Speed Limit Signing Design and VSL System Evaluation. Utah. Dept. of Transportation. Research Division, 2021, Report no. UT-21.07, ROSA P. https://rosap.ntl.bts.gov/view/dot/56456.
Predicting metamorphism within seasonal snowpacks is critical for avalanche forecasting and runoff timing as it relates to water supply management. Snowpack temperature gradients play a key role in snow metamorphism, and their magnitude controls how snow strength changes; therefore, they are of interest to avalanche forecasters. Before major melt,
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Youngblood, P., & Marshall, H. P. (2021). Continuous Snow Temperature Monitoring for the Idaho Highway 21 Avalanche Program (Report No. FHWA-ID-21-276). Idaho Transportation Department. https://rosap.ntl.bts.gov/view/dot/73047
Youngblood, Peter and Hans-Peter Marshall. Continuous Snow Temperature Monitoring for the Idaho Highway 21 Avalanche Program. Report no. FHWA-ID-21-276. Idaho Transportation Department, 2021. https://rosap.ntl.bts.gov/view/dot/73047.
Youngblood, Peter, and Hans-Peter Marshall Continuous Snow Temperature Monitoring for the Idaho Highway 21 Avalanche Program. Idaho Transportation Department, 2021, Report no. FHWA-ID-21-276, ROSA P. https://rosap.ntl.bts.gov/view/dot/73047.
This report presents the results of a large-scale experimental investigation of tsunami impact on straight and skewed bridges. The 1:5 scale specimens had realistic structural components and dynamic properties, and were subjected to a range of simplified unbroken solitary waves and more realistic bores. The unique experimental data revealed: (a) th
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Istrati, D., & Buckle, I. G. (2021). Tsunami Loads on Straight and Skewed Bridges – Part 1: Experimental Investigation and Design Recommendations (Report No. FHWA-OR-RD-21-12). Oregon. Dept. of Transportation. Research Section. https://rosap.ntl.bts.gov/view/dot/55988
Istrati, Denis and Ian G. Buckle. Tsunami Loads on Straight and Skewed Bridges – Part 1: Experimental Investigation and Design Recommendations. Report no. FHWA-OR-RD-21-12. Oregon. Dept. of Transportation. Research Section, 2021. https://rosap.ntl.bts.gov/view/dot/55988.
Istrati, Denis, and Ian G. Buckle Tsunami Loads on Straight and Skewed Bridges – Part 1: Experimental Investigation and Design Recommendations. Oregon. Dept. of Transportation. Research Section, 2021, Report no. FHWA-OR-RD-21-12, ROSA P. https://rosap.ntl.bts.gov/view/dot/55988.
A highway construction cost index (HCCI) is an indicator of the purchasing power of a highway agency. Highway agencies can monitor their construction market conditions using HCCIs to make various financial planning decisions. The main goal of this study is to modernize the HCCI system of South Dakota DOT by developing an enhanced HCCI calculation a
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Jeong, D. H., Shrestha, K. J., Steadman, M., & Kuzio, J. (2021). Develop an Improved SDDOT Construction Cost Index (Report No. SD2016-06-F). South Dakota. Department of Transportation. Office of Research. https://rosap.ntl.bts.gov/view/dot/67329
Jeong, David H., K. Joseph Shrestha, Maxwell Steadman, and Jacqueline Kuzio. Develop an Improved SDDOT Construction Cost Index. Report no. SD2016-06-F. South Dakota. Department of Transportation. Office of Research, 2021. https://rosap.ntl.bts.gov/view/dot/67329.
Jeong, David H., et al. Develop an Improved SDDOT Construction Cost Index. South Dakota. Department of Transportation. Office of Research, 2021, Report no. SD2016-06-F, ROSA P. https://rosap.ntl.bts.gov/view/dot/67329.
Advanced vehicle technologies are increasingly more accessible and available in vehicles. These current and future systems, despite promising added safety, convenience, and efficiency to drivers and road users, have an inherently higher level of complexity than the driving systems that most drivers are used to operating. In order to maximize the pr
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Pradhan, A. K., Pai, G., Knodler, M. A., Fitzpatrick, C., & Horrey, W. J. (2021). Driver’s Mental Models of Advanced Vehicle Technologies: A Proposed Framework for Identifying and Predicting Operator Errors. Safety Research Using Simulation (SAFER-SIM) University Transportation Center. https://rosap.ntl.bts.gov/view/dot/60329
Pradhan, Anuj K., Ganesh Pai, Michael A. Knodler, Cole Fitzpatrick, and William J Horrey. Driver’s Mental Models of Advanced Vehicle Technologies: A Proposed Framework for Identifying and Predicting Operator Errors. Safety Research Using Simulation (SAFER-SIM) University Transportation Center, 2021. https://rosap.ntl.bts.gov/view/dot/60329.
Pradhan, Anuj K., et al. Driver’s Mental Models of Advanced Vehicle Technologies: A Proposed Framework for Identifying and Predicting Operator Errors. Safety Research Using Simulation (SAFER-SIM) University Transportation Center, 2021, ROSA P. https://rosap.ntl.bts.gov/view/dot/60329.
This study fills the gap in the limited research on the effect of emerging Automated Vehicle (AV) technology on infrastructure standards. The main objective of this research is to evaluate implications of an innovative infrastructure solution, exclusive AV lanes, for safe and efficient integration of AVs into an existing transportation system. Exam
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Machiani, S. G., Jahangiri, A., Melendez, B., Katthe, A., Hasani, M., Ahmadi, A., & Musial, W. B. (2021). Safety Impact Evaluation of a Narrow-Automated Vehicle-Exclusive Reversible Lane on an Existing Smart Freeway (Report No. 04-101). Safety through Disruption (Safe-D) University Transportation Center (UTC). https://rosap.ntl.bts.gov/view/dot/56136
Machiani, Sahar Ghanipoor, Arash Jahangiri, Benjamin Melendez, Anagha Katthe, Mahdie Hasani, Alidad Ahmadi, and Walter B Musial. Safety Impact Evaluation of a Narrow-Automated Vehicle-Exclusive Reversible Lane on an Existing Smart Freeway. Report no. 04-101. Safety through Disruption (Safe-D) University Transportation Center (UTC), 2021. https://rosap.ntl.bts.gov/view/dot/56136.
Machiani, Sahar Ghanipoor, et al. Safety Impact Evaluation of a Narrow-Automated Vehicle-Exclusive Reversible Lane on an Existing Smart Freeway. Safety through Disruption (Safe-D) University Transportation Center (UTC), 2021, Report no. 04-101, ROSA P. https://rosap.ntl.bts.gov/view/dot/56136.
This report presents a wave method to be used for the structural identification and damage detection of structural components in bridges, e.g., bridge piers. This method has proven to be promising when applied to real structures and large amplitude responses in buildings (e.g., mid-rise and high-rise buildings). This study is the first application
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Rahmani, M., & Naik, M. (2021). Structural Identification and Damage Detection in Bridges Using Wave Method and Uniform Shear Beam Models: A Feasibility Study (Report No. 21-02). State of California. Trustees of the California State University. Sponsored Programs Administration. https://doi.org/10.31979/mti.2021.1934
Rahmani, Mehran and Manan Naik. Structural Identification and Damage Detection in Bridges Using Wave Method and Uniform Shear Beam Models: A Feasibility Study. Report no. 21-02. State of California. Trustees of the California State University. Sponsored Programs Administration, 2021. https://doi.org/10.31979/mti.2021.1934.
Rahmani, Mehran, and Manan Naik Structural Identification and Damage Detection in Bridges Using Wave Method and Uniform Shear Beam Models: A Feasibility Study. State of California. Trustees of the California State University. Sponsored Programs Administration, 2021, Report no. 21-02, ROSA P. https://doi.org/10.31979/mti.2021.1934.
What gets measured, gets improved. With respect to the safety and health of Kentucky Transportation Cabinet (KYTC) employees, the primary metric used has been the OSHA recordable incident rate. This incident rate measures how often a Cabinet employee sustains an injury that demands more than basic first aid. This metric is important for understandi
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Al-shabbani, Z., Ammar, A., Nassereddine, H., & Dadi, G. B. (2021). Development, Implementation, and Tracking of Preventative Safety Metrics (Report No. KTC-21-04/SPR19-568-1F). University of Kentucky Transportation Center. https://doi.org/10.13023/ktc.rr.2021.04
Al-shabbani, Zamaan, Ashtarout Ammar, Hala Nassereddine, and Gabriel B. Dadi. Development, Implementation, and Tracking of Preventative Safety Metrics. Report no. KTC-21-04/SPR19-568-1F. University of Kentucky Transportation Center, 2021. https://doi.org/10.13023/ktc.rr.2021.04.
Al-shabbani, Zamaan, et al. Development, Implementation, and Tracking of Preventative Safety Metrics. University of Kentucky Transportation Center, 2021, Report no. KTC-21-04/SPR19-568-1F, ROSA P. https://doi.org/10.13023/ktc.rr.2021.04.
For bridges that are experiencing deterioration, action is needed to ensure the structural performance is adequate for the demands imposed. Innovate repair and strengthening techniques can provide a cost-effective means to extend the service lives of bridges efficiently and safely. The use of fiber reinforced polymer (FRP) systems for the repair an
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Rich, W. B., Jacobs, R. R., Williams, C. S., & Frosch, R. J. (2021). Repair and Strengthening of Bridges in Indiana Using Fiber Reinforced Polymer Systems: Volume 2 – FRP Flexural Strengthening and End Region Repair Experimental Programs (Report No. FHWA/IN/JTRP-2021/10). Purdue University. Joint Transportation Research Program. https://doi.org/10.5703/1288284317310
Rich, William B., Robert R Jacobs, Christopher S Williams, and Robert J. Frosch. Repair and Strengthening of Bridges in Indiana Using Fiber Reinforced Polymer Systems: Volume 2 – FRP Flexural Strengthening and End Region Repair Experimental Programs. Report no. FHWA/IN/JTRP-2021/10. Purdue University. Joint Transportation Research Program, 2021. https://doi.org/10.5703/1288284317310.
Rich, William B., et al. Repair and Strengthening of Bridges in Indiana Using Fiber Reinforced Polymer Systems: Volume 2 – FRP Flexural Strengthening and End Region Repair Experimental Programs. Purdue University. Joint Transportation Research Program, 2021, Report no. FHWA/IN/JTRP-2021/10, ROSA P. https://doi.org/10.5703/1288284317310.
Bicyclists depend on the visibility of the surrounding environment to maintain a safe travel path. Throughout the country, new types of bicycle infrastructure and pavement markings are being installed. This study used a new procedure to evaluate different pavement markings used in bike lanes. Three different paints were evaluated, including green w
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Kassem, E., Lowry, M., Fanijo, E., & Mohamed, M. (2021). Deterioration of Green Conflict Paint for Bicycle Facilities (Report No. 2018-S-UI-2). Pacific Northwest Transportation Consortium (PacTrans) (UTC). https://rosap.ntl.bts.gov/view/dot/58694
Kassem, Emad, Michael Lowry, Ebenezer Fanijo, and Maged Mohamed. Deterioration of Green Conflict Paint for Bicycle Facilities. Report no. 2018-S-UI-2. Pacific Northwest Transportation Consortium (PacTrans) (UTC), 2021. https://rosap.ntl.bts.gov/view/dot/58694.
Kassem, Emad, et al. Deterioration of Green Conflict Paint for Bicycle Facilities. Pacific Northwest Transportation Consortium (PacTrans) (UTC), 2021, Report no. 2018-S-UI-2, ROSA P. https://rosap.ntl.bts.gov/view/dot/58694.
The aim of this study is to provide a preliminary assessment of Louisiana’s high-speed urban arterials in terms of existing pedestrian crossing facilities and identify any associations of pedestrian crashes with the presence or lack of such pedestrian crossing facilities. In achieving this aim, several tasks were undertaken including: documenting p
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Codjoe, J., Mitran, E., Kornyoh, P. E., & Abedi, K. (2021). Evaluating Pedestrian Crossings on High-Speed Urban Arterials (Report No. FHWA/LA.17/641). Louisiana State University. Louisiana Transportation Research Center. https://rosap.ntl.bts.gov/view/dot/61429
Codjoe, Julius, Elisabeta Mitran, Paul Eyram Kornyoh, and Kwabena Abedi. Evaluating Pedestrian Crossings on High-Speed Urban Arterials. Report no. FHWA/LA.17/641. Louisiana State University. Louisiana Transportation Research Center, 2021. https://rosap.ntl.bts.gov/view/dot/61429.
Codjoe, Julius, et al. Evaluating Pedestrian Crossings on High-Speed Urban Arterials. Louisiana State University. Louisiana Transportation Research Center, 2021, Report no. FHWA/LA.17/641, ROSA P. https://rosap.ntl.bts.gov/view/dot/61429.
Pour-back materials are integral to the corrosion protection of post-tensioning anchorages, where all prestressing force is delivered. Two common grout materials and surface preparation techniques were investigated to assess the quality of the bond between the pour-back and the primary concrete member with regards to susceptibility to chloride intr
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Tatum, G., & Brenkus, N. (2021). Division of Engineering Research On-Call Services Task 7: Durability of Anchorage Pour-backs and Improvements (Report No. FHWA/OH-2021-02). Ohio. Department of Transportation. Office of Statewide Planning and Research. https://rosap.ntl.bts.gov/view/dot/59032
Tatum, Garrett and Natassia Brenkus. Division of Engineering Research On-Call Services Task 7: Durability of Anchorage Pour-backs and Improvements. Report no. FHWA/OH-2021-02. Ohio. Department of Transportation. Office of Statewide Planning and Research, 2021. https://rosap.ntl.bts.gov/view/dot/59032.
Tatum, Garrett, and Natassia Brenkus Division of Engineering Research On-Call Services Task 7: Durability of Anchorage Pour-backs and Improvements. Ohio. Department of Transportation. Office of Statewide Planning and Research, 2021, Report no. FHWA/OH-2021-02, ROSA P. https://rosap.ntl.bts.gov/view/dot/59032.
The project described in this report evaluated available proprietary ultra-high performance concrete (UHPC) materials and UHPC mix designs made with local materials for applicability to bridge joint installation and repair in Oklahoma and developed recommendations for continued usage of UHPC in bridge construction in Oklahoma. Phase 1 of the projec
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Floyd, R., Volz, J. S., McDaniel, A. S., Looney, T., Choate, J., Roswurm, S., Casey, C., Coleman, R., Leggs, M., & Chea, K. S. V. (2021). Evaluation of Ultra-High-Performance Concrete for use in Bridge Connections and Repair (Report No. FHWA-OK-21-03). Oklahoma. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/57404
Floyd, Royce, Jeffery S. Volz, Amy S McDaniel, Trevor Looney, Jake Choate, Stephen Roswurm, Connor Casey, Raina Coleman, Maranda Leggs, and Kim Serey Vuth Chea. Evaluation of Ultra-High-Performance Concrete for use in Bridge Connections and Repair. Report no. FHWA-OK-21-03. Oklahoma. Department of Transportation, 2021. https://rosap.ntl.bts.gov/view/dot/57404.
Floyd, Royce, et al. Evaluation of Ultra-High-Performance Concrete for use in Bridge Connections and Repair. Oklahoma. Department of Transportation, 2021, Report no. FHWA-OK-21-03, ROSA P. https://rosap.ntl.bts.gov/view/dot/57404.
Over the past few years, the Local Road Research Board (LRRB) has developed several resources to address and mitigate issues associated with seasonal movement (heaving and depressions). The focus of this document is to specifically address seasonal movements at culverts and utilities. This document synthesizes several of the earlier resources: Fros
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Marti, M., & Bitzan, N. (2021). Mitigating Seasonal Movement at Culvert and Utilities (Report No. 2021RIC01). Minnesota. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/57563
Marti, Mike and Nico Bitzan. Mitigating Seasonal Movement at Culvert and Utilities. Report no. 2021RIC01. Minnesota. Department of Transportation, 2021. https://rosap.ntl.bts.gov/view/dot/57563.
Marti, Mike, and Nico Bitzan Mitigating Seasonal Movement at Culvert and Utilities. Minnesota. Department of Transportation, 2021, Report no. 2021RIC01, ROSA P. https://rosap.ntl.bts.gov/view/dot/57563.
This report explores how older adults may be affected by the introduction of automated vehicles (AVs). It focuses on highly automated Level 4 AVs, self-driving vehicles that require no human supervision as long as certain conditions are met. It is based on information gathered from a literature review, interviews with subject matter experts, and a
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Fraade-Blanar, L., Larco, N., Best, R., Swift, T., & Blumenthal, M. S. (2021). Older Adults, New Mobility, and Automated Vehicles (Report No. AARP Research Report 2021-28). University of Oregon, Urbanism Next Center. https://rosap.ntl.bts.gov/view/dot/60303
Fraade-Blanar, Laura, Nico Larco, Ryan Best, Tiffany Swift, and Marjory S Blumenthal. Older Adults, New Mobility, and Automated Vehicles. Report no. AARP Research Report 2021-28. University of Oregon, Urbanism Next Center, 2021. https://rosap.ntl.bts.gov/view/dot/60303.
Fraade-Blanar, Laura, et al. Older Adults, New Mobility, and Automated Vehicles. University of Oregon, Urbanism Next Center, 2021, Report no. AARP Research Report 2021-28, ROSA P. https://rosap.ntl.bts.gov/view/dot/60303.
This field study involved falling-weight deflectometer (FWD) and dynamic cone penetrometer (DCP) testing on Minnesota roads using full-depth reclamation (FDR) base layers. The study also included basic back calculation analysis of collected FWD data using TONN2010. This initial analysis found that FDR layers had an average stiffness, or elastic mod
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Tompkins, D. (2021). Modulus and Dynamic Cone Penetrometer Data Collection for Full-Depth Reclamation Projects (Report No. MN 2021-05). Minnesota. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/57595
Tompkins, Derek. Modulus and Dynamic Cone Penetrometer Data Collection for Full-Depth Reclamation Projects. Report no. MN 2021-05. Minnesota. Department of Transportation, 2021. https://rosap.ntl.bts.gov/view/dot/57595.
Tompkins, Derek Modulus and Dynamic Cone Penetrometer Data Collection for Full-Depth Reclamation Projects. Minnesota. Department of Transportation, 2021, Report no. MN 2021-05, ROSA P. https://rosap.ntl.bts.gov/view/dot/57595.
This National Road Research Alliance (NRRA) study of MnROAD cold central-plant recycling (CCPR) sections investigated various design options for cold central plant recycling (CCPR) in low-volume road applications, where local engineers or contractors may rely on a stockpiled, single-source recycled asphalt pavement (RAP) as a quality cold-recycled
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Tompkins, D., Zammarchi, M., & Rettner, D. L. (2021). Cold Central Plant Recycling (CCPR) – National Road Research Alliance (NRRA) (Report No. NRRA202101). Minnesota. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/57596
Tompkins, Derek, Mattia Zammarchi, and David L. Rettner. Cold Central Plant Recycling (CCPR) – National Road Research Alliance (NRRA). Report no. NRRA202101. Minnesota. Department of Transportation, 2021. https://rosap.ntl.bts.gov/view/dot/57596.
Tompkins, Derek, et al. Cold Central Plant Recycling (CCPR) – National Road Research Alliance (NRRA). Minnesota. Department of Transportation, 2021, Report no. NRRA202101, ROSA P. https://rosap.ntl.bts.gov/view/dot/57596.
With increased degradation of traffic infrastructure, the need for fast and efficient repair work is becoming increasingly important. Lane closures impede traffic flow and result in congestion. To further limit the amount of time lane closures are needed for repair work, calcium sulfoaluminate (CSA) cement concrete has become an increasingly popula
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Sorensen, A. D., Langford, R. N., & Unobe, I. D. (2021). Maturity Measurements in Rapid-Setting Concretes (Report No. UT-24.17). Utah. Dept. of Transportation. Division of Research. https://rosap.ntl.bts.gov/view/dot/77962
Sorensen, Andrew D., Ryan Nicholas Langford, and Ikwulono David Unobe. Maturity Measurements in Rapid-Setting Concretes. Report no. UT-24.17. Utah. Dept. of Transportation. Division of Research, 2021. https://rosap.ntl.bts.gov/view/dot/77962.
Sorensen, Andrew D., et al. Maturity Measurements in Rapid-Setting Concretes. Utah. Dept. of Transportation. Division of Research, 2021, Report no. UT-24.17, ROSA P. https://rosap.ntl.bts.gov/view/dot/77962.
Millions of dollars are involved in high-speed rail (HSR) infrastructure construction and maintenance. Large-scale projects like HSR require funding from a variety of avenues beyond those available through public monies. Although HSR serves the general public’s mobility needs, any funds (whether State or Federal) flowing from the public exchequer u
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Chandra, S., Thai, T., Mishra, V., & Wong, P. (2021). Evaluating Innovative Financing Mechanisms for the California High-Speed Rail Project (Report No. 21-06, CA-MTI-2047). Mineta Transportation Institute. https://doi.org/10.31979/mti.2021.2047
Chandra, Shailesh, Timothy Thai, Vivek Mishra, and Princeton Wong. Evaluating Innovative Financing Mechanisms for the California High-Speed Rail Project. Report no. 21-06, CA-MTI-2047. Mineta Transportation Institute, 2021. https://doi.org/10.31979/mti.2021.2047.
Chandra, Shailesh, et al. Evaluating Innovative Financing Mechanisms for the California High-Speed Rail Project. Mineta Transportation Institute, 2021, Report no. 21-06, CA-MTI-2047, ROSA P. https://doi.org/10.31979/mti.2021.2047.
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