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US Transportation Collection US Transportation Collection

US Transportation Collection

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.

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  • Second Order Effects on the Design of Slender Reinforced Concrete Bridge Columns
    Second Order Effects on the Design of Slender Reinforced Concrete Bridge Columns
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  • Prediction Model of VibrationInduced Settlement Due to Pile Driving Summary
    Prediction Model of Vibration-Induced Settlement Due to Pile Driving [Summary]
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  • Field Load Testing of Shallow Foundations in Florida Limestone Phase II Brief
    Field Load Testing of Shallow Foundations in Florida Limestone: Phase II [Brief]
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  • Estimating Soil Pressure Against Unyielding Surfaces Summary
    Estimating Soil Pressure Against Unyielding Surfaces [Summary]
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  • Improving Design and Construction of Transportation Infrastructure through Bedrock Characterization 2023
    Improving Design and Construction of Transportation Infrastructure through Bedrock Characterization [2023]
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  • Incorporating the Site Variability and LaboratoryInSitu Testing Variability of Soil Properties in Geotechnical Engineering Design
    Incorporating the Site Variability and Laboratory/In-Situ Testing Variability of Soil Properties in Geotechnical Engineering Design
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  • Incorporating the Site Variability and Laboratory InSitu Testing Variability of Soil Properties in Geotechnical Engineering Design Tech Summary
    Incorporating the Site Variability and Laboratory/ In-Situ Testing Variability of Soil Properties in Geotechnical Engineering Design [Tech Summary]
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  • Field Load Testing of Shallow Foundations in Florida Limestone Phase
    Field Load Testing of Shallow Foundations in Florida Limestone: Phase Ⅱ
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  • Design and Testing of Modular Expansion Joint Noise Mitigation Strategies
    Design and Testing of Modular Expansion Joint Noise Mitigation Strategies
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  • Estimating Soil Pressure Against Unyielding Surfaces
    Estimating Soil Pressure Against Unyielding Surfaces
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  • Prediction Model of VibrationInduced Settlement Due to Pile Driving
    Prediction Model of Vibration-Induced Settlement Due to Pile Driving
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  • CIV  Civil Infrastructure Vision v10 Bridge Calibration User Manual and Validation Manual
    CIV - Civil Infrastructure Vision© v1.0: Bridge Calibration User Manual and Validation Manual
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  • Mechanical Properties of Durable Pavement Marking Materials and Adhesion on Asphalt Surfaces
    Mechanical Properties of Durable Pavement Marking Materials and Adhesion on Asphalt Surfaces
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  • Large Box Study on Granular Base Options for Portland Cement Concrete Pavements
    Large Box Study on Granular Base Options for Portland Cement Concrete Pavements
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  • Insitu Evaluation of Design Parameters and Procedures for Cementitiously Treated Weak Subgrades using Cyclic Plate Load Tests
    In-situ Evaluation of Design Parameters and Procedures for Cementitiously Treated Weak Subgrades using Cyclic Plate Load Tests
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  • Seismic Performance Design Criteria for Bridge Bent Plastic Hinge Regions
    Seismic Performance Design Criteria for Bridge Bent Plastic Hinge Regions
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  • Advanced Modeling and Design Methodology for Pavements Using PlasticityBased Shakedown Theory
    Advanced Modeling and Design Methodology for Pavements Using Plasticity-Based Shakedown Theory
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  • Advanced Modeling and Design Methodology for Pavements Using PlasticityBased Shakedown Theory supporting datasets
    Advanced Modeling and Design Methodology for Pavements Using Plasticity-Based Shakedown Theory [supporting datasets]
    Dataset Icon
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  • Optimizing the Geometric Configuration and Manufacturing Process of High Mast Illumination Poles
    Optimizing the Geometric Configuration and Manufacturing Process of High Mast Illumination Poles
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  • Performance Evaluation of Highway Slopes on Yazoo Clay
    Performance Evaluation of Highway Slopes on Yazoo Clay
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1 - 20 / 140
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