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Investigation of DSR Test Methods To Determine Binder Low Temperature Properties

CITE Title : Investigation of DSR Test Methods To Determine Binder Low Temperature Properties Creator(s) : Kommidi, Santosh Reddy;Kim, Yong-Rak; Corporate Creator(s) : University of Nebraska--Lincoln. Nebraska Transportation Center Corporate Contributor(s) : Nebraska. Department of Transportation;United States. Department of Transportation. Federal Highway Administration; Published Date : 2019-08-01 Report Number : NDOT: SPR-1 (18) M073;NTC: 26-1121-4041-001; URL : /view/dot/62024 "Investigation of DSR Test" (2019). "Investigation of DSR Test Methods To Determine Binder Low Temperature Properties" (2019) "Investigation of DSR Test Methods To Determine Binder Low Temperature Properties" , 2019 Export RIS Citation Information.

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Kommidi, Santosh Reddy ;

Kim, Yong-Rak

2019-08-01

:

The low temperature rheology of bituminous binders is of great interest because low temperature cracking is one of the primary asphalt pavement failur...
Electric Vehicle Interaction at the Electrical Circuit Level

CITE Title : Electric Vehicle Interaction at the Electrical Circuit Level Creator(s) : Sariri, Shawyun;Schwarzer, Volker;Ghorbani, Reza; Corporate Creator(s) : Hawaii Natural Energy Institute Corporate Contributor(s) : United States. Dept. of Transportation. Office of the Assistant Secretary for Research and Technology;University of Central Florida. Electric Vehicle Transportation Center (EVTC); Published Date : 2018-01-01 Report Number : Report Number: FSEC-CR-2077-18;HI-17-18; URL : /view/dot/35688 "Electric Vehicle Interaction at" (2018). "Electric Vehicle Interaction at the Electrical Circuit Level" (2018) "Electric Vehicle Interaction at the Electrical Circuit Level" , 2018 Export RIS Citation Information.

:

Sariri, Shawyun ;

Schwarzer, Volker

2018-01-01

:

The objective of the Electric Vehicle Interaction at the Electrical Circuit Level project was to investigate electric vehicle (EV) charging as a means...
Structural Identification of a Real-World Shear-Critical Prestressed Concrete Highway Bridge

CITE Title : Structural Identification of a Real-World Shear-Critical Prestressed Concrete Highway Bridge Creator(s) : Tang, Peng F.;Pei, Jin-Song;Smyth, Andrew W.;White, Luther W.; Corporate Creator(s) : Oklahoma State University. School of Civil & Environmental Engineering Corporate Contributor(s) : United States. Dept. of Transportation. Research and Innovative Technology Administration Published Date : 2012-08-01 Report Number : OTCREOS9.1-36-F URL : /view/dot/27052 "Structural Identification of a" (2012). "Structural Identification of a Real-World Shear-Critical Prestressed Concrete Highway Bridge" (2012) "Structural Identification of a Real-World Shear-Critical Prestressed Concrete Highway Bridge" , 2012 Export RIS Citation Information.

:

Tang, Peng F. ;

Pei, Jin-Song

2012-08-01

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A typical span of the Little River overflow bridge located in McCurtain County, Oklahoma, a shear-critical prestressed concrete bridge identified by t...
Unbonded portland cement concrete overlay/pavement monitoring with integrated grating and scattering optical fiber sensors.

CITE Title : Unbonded portland cement concrete overlay/pavement monitoring with integrated grating and scattering optical fiber sensors. Creator(s) : Chen, Genda;Huang, Ying;Bao, Yi; Corporate Creator(s) : Missouri University of Science and Technology. Center for Transportation Infrastructure and Safety Corporate Contributor(s) : United States. Dept. of Transportation. Research and Innovative Technology Administration Published Date : 2014-06-01 Report Number : NUTC R330;Project #00041896; URL : /view/dot/27960 "Unbonded portland cement concrete" (2014). "Unbonded portland cement concrete overlay/pavement monitoring with integrated grating and scattering optical fiber sensors." (2014) "Unbonded portland cement concrete overlay/pavement monitoring with integrated grating and scattering optical fiber sensors." , 2014 Export RIS Citation Information.

:

Chen, Genda ;

Huang, Ying

2014-06-01

:

This report summarizes the findings and results from a laboratory and field study on the strain distributionand crack development in 3” thick concre...
Coaxial Cable Sensors and Sensing Instrument for Crack Detection in Bridge Structures–Phase I: Field Qualification/Validation Planning: Final Report

CITE Title : Coaxial Cable Sensors and Sensing Instrument for Crack Detection in Bridge Structures–Phase I: Field Qualification/Validation Planning: Final Report Creator(s) : Chen, Genda;Tang, Fujian;Zhou, Zhi; Corporate Creator(s) : Missouri University of Science and Technology. Center for Transportation Infrastructure and Safety Corporate Contributor(s) : New York State Energy Research and Development Authority;United States. Dept. of Transportation. Research and Innovative Technology Administration; Published Date : 2009-11-06 Report Number : NUTC R230, Report No. 00022579, C-06-34 URL : /view/dot/18073 "Coaxial Cable Sensors and" (2009). "Coaxial Cable Sensors and Sensing Instrument for Crack Detection in Bridge Structures–Phase I: Field Qualification/Validation Planning: Final Report" (2009) "Coaxial Cable Sensors and Sensing Instrument for Crack Detection in Bridge Structures–Phase I: Field Qualification/Validation Planning: Final Report" , 2009 Export RIS Citation Information.

:

Chen, Genda ;

Tang, Fujian

2009-11-06

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The objectives of this study are to pre-test analyze a decommissioned RC bridge that is selected in consultation with New York State Department of Tra...
Analysis of time domain reflectometry data from LTPP seasonal monitoring program test sections

CITE Title : Analysis of time domain reflectometry data from LTPP seasonal monitoring program test sections Creator(s) : Jiang, Y. J.;Tayabji, S. D.; Corporate Creator(s) : ERES Consultants, Inc.;United States. Department of Transportation. Federal Highway Administration. Turner-Fairbank Highway Research Center; Published Date : 1999-07-01 Report Number : FHWA-RD-99-115 URL : /view/dot/5432 "Analysis of time domain" (1999). "Analysis of time domain reflectometry data from LTPP seasonal monitoring program test sections" (1999) "Analysis of time domain reflectometry data from LTPP seasonal monitoring program test sections" , 1999 Export RIS Citation Information.

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Jiang, Y. J. ;

Tayabji, S. D.

1999-07-01

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Time domain reflectometry (TDR) has become one of the most reliable methods for measuring in-situ soil moisture content. TDR sensors developed by the ...
Sensor-Assisted Condition Evaluation of Steel and Prestressed Concrete Girder Bridges Subjected to Fire – Phase III

CITE Title : Sensor-Assisted Condition Evaluation of Steel and Prestressed Concrete Girder Bridges Subjected to Fire – Phase III Creator(s) : Zhu,Yanping;Chen, Genda; Corporate Creator(s) : Missouri University of Science and Technology. Department of Civil, Architectural and Environmental Engineering Corporate Contributor(s) : University of Nebraska. Mid-America Transportation Center;United States. Department of Transportation. University Transportation Centers (UTC) Program;United States. Department of Transportation. Office of the Assistant Secretary for Research and Technology; Published Date : 2023-07-01 Report Number : 25-1121-0005-131-3 URL : /view/dot/74494 "Sensor-Assisted Condition Evaluation of" (2023). "Sensor-Assisted Condition Evaluation of Steel and Prestressed Concrete Girder Bridges Subjected to Fire – Phase III" (2023) "Sensor-Assisted Condition Evaluation of Steel and Prestressed Concrete Girder Bridges Subjected to Fire – Phase III" , 2023 Export RIS Citation Information.

:

Zhu,Yanping ;

Chen, Genda

2023-07-01

:

This report summarizes the results and findings of Mid-America Transportation Research Center (MATC) research project No. 61706. It is focused on the ...
Time-frequency analysis : mathematical analysis of the empirical mode decomposition.

CITE Title : Time-frequency analysis : mathematical analysis of the empirical mode decomposition. Corporate Creator(s) : United States. Federal Highway Administration Published Date : 2009-01-01 Report Number : FHWA-HRT-10-029 URL : /view/dot/17701 "Time-frequency analysis : mathematical" (2009). "Time-frequency analysis : mathematical analysis of the empirical mode decomposition." (2009) "Time-frequency analysis : mathematical analysis of the empirical mode decomposition." , 2009 Export RIS Citation Information.

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United States. Federal Highway Administration

2009-01-01

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Invented over 10 years ago, empirical modedecomposition (EMD) provides a nonlineartime-frequency analysis with the ability to successfullyanalyze nons...
Enhanced Analysis of Falling Weight Deflectometer Data for Use With Mechanistic-Empirical Flexible Pavement Design and Analysis and Recommendations for Improvements to Falling Weight Deflectometers

CITE Title : Enhanced Analysis of Falling Weight Deflectometer Data for Use With Mechanistic-Empirical Flexible Pavement Design and Analysis and Recommendations for Improvements to Falling Weight Deflectometers Creator(s) : Chatti, Karim;Kutay, M. Emin;Lajnef, Nizar;Zaabar, Imen;Varma, Sudhir;Lee, Hyung Suk; Corporate Creator(s) : Michigan State University Corporate Contributor(s) : United States. Federal Highway Administration. Office of Acquisition Management Published Date : 2017-03-01 Report Number : FHWA-HRT-15-063 URL : /view/dot/35823 "Enhanced Analysis of Falling" (2017). "Enhanced Analysis of Falling Weight Deflectometer Data for Use With Mechanistic-Empirical Flexible Pavement Design and Analysis and Recommendations for Improvements to Falling Weight Deflectometers" (2017) "Enhanced Analysis of Falling Weight Deflectometer Data for Use With Mechanistic-Empirical Flexible Pavement Design and Analysis and Recommendations for Improvements to Falling Weight Deflectometers" , 2017 Export RIS Citation Information.

:

Chatti, Karim ;

Kutay, M. Emin

2017-03-01

:

This report describes the efforts undertaken to review the status of falling weight deflectometer (FWD) equipment, data collection, analysis, and inte...