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  • x
    Axle load force (46)
Report Number
Funding Number
x Axle Load Force
  • Safety of Idaho Rural Highways under 129k Trucks
    Safety of Idaho Rural Highways under 129k Trucks
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  • The Longterm Availability of Railroads Services for US Agriculture
    The Long-term Availability of Railroads Services for U.S. Agriculture
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  • System for Processing and Analyzing WIM and AVC Data
    System for Processing and Analyzing WIM and AVC Data
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  • Pavement Designs for the Energy Development Areas with Heavy LoadsPart I Flexible Pavements and Part II Rigid Pavements
    Pavement Designs for the Energy Development Areas with Heavy Loads—Part I: Flexible Pavements and Part II: Rigid Pavements
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  • Preliminary Results of Prototype Insulated Joint Tests at the Facility for Accelerated Service Testing Research Results
    Preliminary Results of Prototype Insulated Joint Tests at the Facility for Accelerated Service Testing [Research Results]
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  • Development of Statewide WIM Data Quality Control and Axle Load Spectra and Traffic Volume Adjustment Factors for Oklahoma
    Development of Statewide WIM Data Quality Control and Axle Load Spectra and Traffic Volume Adjustment Factors for Oklahoma
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  • Preliminary Impact Load Assessment of Ballast Deck Prestressed Concrete Bridges Research Results
    Preliminary Impact Load Assessment of Ballast Deck Prestressed Concrete Bridges [Research Results]
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  • Evaluation of Geosynthetics Reinforcement in Flexible Pavement Structures Using Accelerated Pavement Testing
    Evaluation of Geosynthetics Reinforcement in Flexible Pavement Structures Using Accelerated Pavement Testing
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  • Heavy Axle Load Revenue Service Rail Performance Tehachapi CA Research Results
    Heavy Axle Load Revenue Service Rail Performance: Tehachapi, CA [Research Results]
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  • Fiberglass Wrapped Tie Performance Evaluation Report
    Fiberglass Wrapped Tie Performance Evaluation Report
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  • Implementation of the MEPDG for flexible pavements in Idaho
    Implementation of the MEPDG for flexible pavements in Idaho.
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  • Improved characterization of truck traffic volumes and axle loads for mechanisticempirical pavement design  executive summary report
    Improved characterization of truck traffic volumes and axle loads for mechanistic-empirical pavement design : [executive summary report].
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  • Improved characterization of truck traffic volumes and axle loads for mechanisticempirical pavement design
    Improved characterization of truck traffic volumes and axle loads for mechanistic-empirical pavement design.
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  • Procedures for controlling the effect of increased tire pressure on asphalt concrete pavement damage
    Procedures for controlling the effect of increased tire pressure on asphalt concrete pavement damage.
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  • Acoustic detection of railcar roller bearing defects Phase I Laboratory test
    Acoustic detection of railcar roller bearing defects. Phase I, Laboratory test.
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  • Estimation of 18kip equivalent on primary and interstate road systems in Virginia
    Estimation of 18-kip equivalent on primary and interstate road systems in Virginia.
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  • Analysis of Virginiaspecific traffic data inputs for use with the mechanisticempirical pavement design guide
    Analysis of Virginia-specific traffic data inputs for use with the mechanistic-empirical pavement design guide.
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  • Development of truck equivalent singleaxle load ESAL factors based on weighinmotion data for pavement design in Virginia
    Development of truck equivalent single-axle load (ESAL) factors based on weigh-in-motion data for pavement design in Virginia.
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  • Investigation of the impact of duallane axle spacing on lateral load distribution  intrans project reports
    Investigation of the impact of dual-lane axle spacing on lateral load distribution : intrans project reports.
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  • Investigation of the effect of speed on the dynamic impact factor for bridges with different entrance conditions  tech transfer summary
    Investigation of the effect of speed on the dynamic impact factor for bridges with different entrance conditions : tech transfer summary.
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1 - 20 / 46
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