Volpe Center

Search Results

Advanced Search

Select up to three search categories and corresponding keywords using the fields to the right. Refer to the Help section for more detailed instructions.

Search our Collections & Repository

Advanced Search
Custom Query

All these words:

For very narrow results

This exact word or phrase:

When looking for a specific result

Any of these words:

Best used for discovery & interchangable words

None of these words:

Recommended to be used in conjunction with other fields

Language:

Dates

Publication Date Range:

to

Document Data

Title:

Document Type:

Library

Collection:

Series:

People

Author:

Clear All

Query Builder

Query box

Clear All

For additional assistance using the Custom Query please check out our Help Page

Narrow Results:

2024 1
2020 2
2018 3
2017 1
2016 1
2013 1
2011 1
2005 1
2004 1
2001 6
1995 1

1 - 19 of 19 Results

Refine Results

Refine Results:

Minimizing Shrinkage Cracking in Cement-Stabilized Bases through Micro-Cracking

CITE Title : Minimizing Shrinkage Cracking in Cement-Stabilized Bases through Micro-Cracking Creator(s) : Wu, Zhong;Liu, Yilong;Intaj, Ferdous; Corporate Creator(s) : Louisiana Transportation Research Center Corporate Contributor(s) : Louisiana. Department of Transportation and Development;United States. Department of Transportation. Federal Highway Administration; Published Date : 2018-10-01 Report Number : FHWA/LA.18/588 URL : /view/dot/61444 "Minimizing Shrinkage Cracking in" (2018). "Minimizing Shrinkage Cracking in Cement-Stabilized Bases through Micro-Cracking" (2018) "Minimizing Shrinkage Cracking in Cement-Stabilized Bases through Micro-Cracking" , 2018 Export RIS Citation Information.

:

Wu, Zhong ;

Liu, Yilong

2018-10-01

:

Cement stabilized soil base (so-called soil cement base) has been used in flexible pavement in Louisiana for more than 50 years. Soil cement has an ex...
Evaluation of Long-Term Strength and Durability Properties of Pre-Stressed Concrete Girders With Microcracking

CITE Title : Evaluation of Long-Term Strength and Durability Properties of Pre-Stressed Concrete Girders With Microcracking Creator(s) : Ferron, Raissa;Salvatore, S;Srinivasan, Savitha;Rung, Michael;Dubuc, Brennan;Ebrahimkhanlou, Arvin; Corporate Creator(s) : University of Texas at Austin. Center for Transportation Research Corporate Contributor(s) : Texas. Dept. of Transportation. Research and Technology Implementation Office;United States. Department of Transportation. Federal Highway Administration; Published Date : 2020-09-01 Report Number : FHWA/TX-20/0-6922-1 URL : /view/dot/54751 "Evaluation of Long-Term Strength" (2020). "Evaluation of Long-Term Strength and Durability Properties of Pre-Stressed Concrete Girders With Microcracking" (2020) "Evaluation of Long-Term Strength and Durability Properties of Pre-Stressed Concrete Girders With Microcracking" , 2020 Export RIS Citation Information.

:

Ferron, Raissa ;

Salvatore, S

2020-09-01

:

The presence of unexplained surface microcracks in several in-service prestressed girders across Texas led to concerns of reduced service life due to ...
Evaluation of Cement-Modified Soil (CMS) With Microcracking

CITE Title : Evaluation of Cement-Modified Soil (CMS) With Microcracking Creator(s) : Tannoury, George A;Al-Naddaf, Mahdi;Han, Jie;Parsons, Robert L.;Zhang, Chi; Corporate Creator(s) : University of Kansas. Dept. of Civil, Environmental and Architectural Engineering Corporate Contributor(s) : Kansas. Dept. of Transportation. Bureau of Research Published Date : 2020-08-01 Report Number : K-TRAN: KU-18-6 URL : /view/dot/54005 "Evaluation of Cement-Modified Soil" (2020). "Evaluation of Cement-Modified Soil (CMS) With Microcracking" (2020) "Evaluation of Cement-Modified Soil (CMS) With Microcracking" , 2020 Export RIS Citation Information.

:

Tannoury, George A ;

Al-Naddaf, Mahdi

2020-08-01

:

Cement modification of subgrade has been widely practiced for the past few decades. Recently, cement has become a more economical binder to modify in-...
Full Depth Bituminous Recycling of I-70, Thomas County, Kansas [Summary Report]

CITE Title : Full Depth Bituminous Recycling of I-70, Thomas County, Kansas [Summary Report] Creator(s) : Fager, Glenn A. Corporate Creator(s) : Kansas. Dept. of Transportation Published Date : 2004-01-01 Report Number : FHWA-KS-03-2 URL : /view/dot/38898 "Full Depth Bituminous Recycling" (2004). "Full Depth Bituminous Recycling of I-70, Thomas County, Kansas [Summary Report]" (2004) "Full Depth Bituminous Recycling of I-70, Thomas County, Kansas [Summary Report]" , 2004 Export RIS Citation Information.

:

Fager, Glenn A.

2004-01-01

:

Some bituminous pavements on I-70 developed wide, depressed transverse cracks very early in their life. Overlays, patching and sealing were of limited...
Water absorption tests for measuring permeability of field concrete.

CITE Title : Water absorption tests for measuring permeability of field concrete. Creator(s) : Zhao, Jian;Tabatabai, Habib; Corporate Creator(s) : University of Wisconsin--Milwaukee. Dept. of Civil Engineering and Mechanics Corporate Contributor(s) : United States. Dept. of Transportation. Research and Innovative Technology Administration Published Date : 2013-09-01 Report Number : CFIRE 04-06 URL : /view/dot/26830 "Water absorption tests for" (2013). "Water absorption tests for measuring permeability of field concrete." (2013) "Water absorption tests for measuring permeability of field concrete." , 2013 Export RIS Citation Information.

:

Zhao, Jian ;

Tabatabai, Habib

2013-09-01

:

The research results from CFIRE Project 04-06 were communicated to engineers and researchers in this project.Specifically, the water absorption of con...
Inspection Reliability of Nortec-30 Eddyscan System

CITE Title : Inspection Reliability of Nortec-30 Eddyscan System Corporate Creator(s) : United States. Federal Aviation Administration Corporate Contributor(s) : Aging Aircraft Nondestructive Inspection Validation Center Published Date : 1995-08-01 Report Number : DOT/FAA/AR-TN95/1 DOI : https://doi.org/10.21949/1403834 "Inspection Reliability of Nortec-30" (1995). https://doi.org/10.21949/1403834 "Inspection Reliability of Nortec-30 Eddyscan System" (1995), https://doi.org/10.21949/1403834 "Inspection Reliability of Nortec-30 Eddyscan System" , 1995, https://doi.org/10.21949/1403834 Export RIS Citation Information.

:

United States. Federal Aviation Administration

1995-08-01

:

This report is in MS Word 6.0/95 format.A key task of the Aging Aircraft Nondestructive Inspection Validation Center(AANC) at Sandia National Laborato...
Designing fine aggregate mixtures to evaluate fatigue crack-growth in asphalt mixtures.

CITE Title : Designing fine aggregate mixtures to evaluate fatigue crack-growth in asphalt mixtures. Creator(s) : Izadi, Anoosha;Motamed, Arash;Bhasin, Amit; Corporate Creator(s) : University of Texas at Austin. Center for Transportation Research Published Date : 2011-04-01 Report Number : SWUTC/11/161022-1 URL : /view/dot/23107 "Designing fine aggregate mixtures" (2011). "Designing fine aggregate mixtures to evaluate fatigue crack-growth in asphalt mixtures." (2011) "Designing fine aggregate mixtures to evaluate fatigue crack-growth in asphalt mixtures." , 2011 Export RIS Citation Information.

:

Izadi, Anoosha ;

Motamed, Arash

2011-04-01

:

Fatigue cracking is a significant form of pavement distress in flexible pavements. The properties of thesand-asphalt mortars or fine aggregate matrix ...
Quality assurance testing of a high performance steel bridge in Virginia.

CITE Title : Quality assurance testing of a high performance steel bridge in Virginia. Creator(s) : Duke, John C;Reynolds, William T; Corporate Creator(s) : Virginia Transportation Research Council (VTRC);Virginia. Dept. of Transportation;United States. Federal Highway Administration; Published Date : 2005-01-01 Report Number : FHWA/VTRC 05-CR13 URL : /view/dot/19685 "Quality assurance testing of" (2005). "Quality assurance testing of a high performance steel bridge in Virginia." (2005) "Quality assurance testing of a high performance steel bridge in Virginia." , 2005 Export RIS Citation Information.

:

Duke, John C ;

Reynolds, William T

2005-01-01

:

One of the original objectives of this study was to recommend appropriate procedures for welding bridge members of high performance steel HPS70W to as...
Evaluation of in-place concrete strength by core testing.

CITE Title : Evaluation of in-place concrete strength by core testing. Creator(s) : Grubbs, Aaron R.;Carroll, Adam C.;Schindler, Anton K.;Barnes, R. W.; Corporate Creator(s) : Auburn University. Highway Research Center Corporate Contributor(s) : Alabama. Department of Transportation Published Date : 2016-11-01 Report Number : ALDOT 930-828-2 URL : /view/dot/31958 "Evaluation of in-place concrete" (2016). "Evaluation of in-place concrete strength by core testing." (2016) "Evaluation of in-place concrete strength by core testing." , 2016 Export RIS Citation Information.

:

Grubbs, Aaron R. ;

Carroll, Adam C.

2016-11-01

:

The overall objective of the work contained in this report is to develop an ALDOT procedure to evaluate core strength results obtained under various c...
Fast Reference-free Crack Measurement (RACM) System in Transportation Infrastructures using Non-Contact Ultrasound

CITE Title : Fast Reference-free Crack Measurement (RACM) System in Transportation Infrastructures using Non-Contact Ultrasound Creator(s) : Ham, Suyun Corporate Creator(s) : University of Texas at Arlington. Department of Civil and Environmental Engineering;Center for Transportation, Equity, Decisions & Dollars (CTEDD). University of Texas; Corporate Contributor(s) : 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 : 2018-08-01 Report Number : CTEDD: 017-11 URL : /view/dot/65584 "Fast Reference-free Crack Measurement" (2018). "Fast Reference-free Crack Measurement (RACM) System in Transportation Infrastructures using Non-Contact Ultrasound" (2018) "Fast Reference-free Crack Measurement (RACM) System in Transportation Infrastructures using Non-Contact Ultrasound" , 2018 Export RIS Citation Information.

:

Ham, Suyun

2018-08-01

:

According to a 2017 report by the American Society of Civil Engineers, the infrastructure of the United States requires a $2.0 trillion investment to ...
Evaluation of ASTM C 494 Procedures for Polycarboxylate Admixtures Used in Precast Concrete Elements [Project Summary]

CITE Title : Evaluation of ASTM C 494 Procedures for Polycarboxylate Admixtures Used in Precast Concrete Elements [Project Summary] Creator(s) : Ferron, Raissa Douglas;Stacey, Stephen;Carris, Gwen;Rung, Michael; Corporate Creator(s) : University of Texas at Austin. Center for Transportation Research Corporate Contributor(s) : Texas Department of Transportation. Research and Technology Implementation Office Published Date : 2017-01-01 URL : /view/dot/65985 "Evaluation of ASTM C" (2017). "Evaluation of ASTM C 494 Procedures for Polycarboxylate Admixtures Used in Precast Concrete Elements [Project Summary]" (2017) "Evaluation of ASTM C 494 Procedures for Polycarboxylate Admixtures Used in Precast Concrete Elements [Project Summary]" , 2017 Export RIS Citation Information.

:

Ferron, Raissa Douglas ;

Stacey, Stephen

2017-01-01

:

An overarching objective of this project is to increase the understanding of the effect of polycarboxylate (PC) high-range water-reducers (HRWR) on th...
Investigation of High-Range Water Reducers on Inducing Micro-Cracking in Precast Concrete Elements

CITE Title : Investigation of High-Range Water Reducers on Inducing Micro-Cracking in Precast Concrete Elements Creator(s) : Ferron, Raissa;Carris, Gwen;Stacey, Stephen;Rung, Michael; Corporate Creator(s) : University of Texas at Austin. Center for Transportation Research Corporate Contributor(s) : Texas Department of Transportation. Research and Technology Implementation Office;United States. Department of Transportation. Federal Highway Administration; Published Date : 2018-09-01 Report Number : FHWA/TX-17/0-6813-1, Report No. 0-6813-1 URL : /view/dot/65984 "Investigation of High-Range Water" (2018). "Investigation of High-Range Water Reducers on Inducing Micro-Cracking in Precast Concrete Elements" (2018) "Investigation of High-Range Water Reducers on Inducing Micro-Cracking in Precast Concrete Elements" , 2018 Export RIS Citation Information.

:

Ferron, Raissa ;

Carris, Gwen

2018-09-01

:

An overarching objective of this project is to increase the understanding of the effect of polycarboxylate (PC) high-range water-reducers (HRWR) on th...
Microdamage healing in asphalt and asphalt concrete, Volume 4 : a viscoelastic continuum damage fatigue model of asphalt concrete with microdamage healing

CITE Title : Microdamage healing in asphalt and asphalt concrete, Volume 4 : a viscoelastic continuum damage fatigue model of asphalt concrete with microdamage healing Creator(s) : Lytton, R. L.;Chen, C. W.;Little, D. N.; Corporate Contributor(s) : Texas Transportation Institute;University of Wyoming Research Corporation. Western Research Institute;United States. Federal Highway Administration. Wyoming Division; Published Date : 2001-06-01 Report Number : FHWA-RD-98-144;Research report 7229 URL : /view/dot/15433 "Microdamage healing in asphalt" (2001). "Microdamage healing in asphalt and asphalt concrete, Volume 4 : a viscoelastic continuum damage fatigue model of asphalt concrete with microdamage healing" (2001) "Microdamage healing in asphalt and asphalt concrete, Volume 4 : a viscoelastic continuum damage fatigue model of asphalt concrete with microdamage healing" , 2001 Export RIS Citation Information.

:

Lytton, R. L. ;

Chen, C. W.

2001-06-01

:

A mechanistic approach to fatigue characterization of asphalt-aggregate mixtures is presented in this volume. This approach is founded on a uniaxial v...
Microdamage healing in asphalt and asphalt concrete, Volume 2 : laboratory and field testing to assess and evaluate microdamage and microdamage healing

CITE Title : Microdamage healing in asphalt and asphalt concrete, Volume 2 : laboratory and field testing to assess and evaluate microdamage and microdamage healing Creator(s) : Williams, D.;Little, D. N.;Lytton, R. L.;Kim, Y. R.;Kim, Y.; Corporate Contributor(s) : Texas Transportation Institute;University of Wyoming Research Corporation. Western Research Institute;United States. Federal Highway Administration. Wyoming Division; Published Date : 2001-06-01 Report Number : FHWA-RD-98-142;Research report 7229 URL : /view/dot/15431 "Microdamage healing in asphalt" (2001). "Microdamage healing in asphalt and asphalt concrete, Volume 2 : laboratory and field testing to assess and evaluate microdamage and microdamage healing" (2001) "Microdamage healing in asphalt and asphalt concrete, Volume 2 : laboratory and field testing to assess and evaluate microdamage and microdamage healing" , 2001 Export RIS Citation Information.

:

Williams, D. ;

Little, D. N.

2001-06-01

:

Volume 2 documents laboratory and field testing that provides the evidence that microdamage healing is real and measurable and that it has a significa...
Microdamage healing in asphalt and asphalt concrete, Volume 1 : microdamage and microdamage healing, project summary report

CITE Title : Microdamage healing in asphalt and asphalt concrete, Volume 1 : microdamage and microdamage healing, project summary report Creator(s) : Little, D. N.;Lytton, R. L.;Williams, D.;Chen, C. W.; Corporate Contributor(s) : Texas Transportation Institute;University of Wyoming Research Corporation. Western Research Institute;United States. Federal Highway Administration. Wyoming Division; Published Date : 2001-06-01 Report Number : FHWA-RD-98-141;Research report 7229 URL : /view/dot/15430 "Microdamage healing in asphalt" (2001). "Microdamage healing in asphalt and asphalt concrete, Volume 1 : microdamage and microdamage healing, project summary report" (2001) "Microdamage healing in asphalt and asphalt concrete, Volume 1 : microdamage and microdamage healing, project summary report" , 2001 Export RIS Citation Information.

:

Little, D. N. ;

Lytton, R. L.

2001-06-01

:

Volume 1 is a summary report which chronicles the research highlights of the entire study of microdamage healing in asphalt concrete. The primary obje...
$Microdamage healing in asphalt and asphalt concrete Volume 3 a micromechanics fracture and healing model for asphalt concrete$

Microdamage healing in asphalt and asphalt concrete, Volume 3 : a micromechanics fracture and healing model for asphalt concrete

CITE Title : Microdamage healing in asphalt and asphalt concrete, Volume 3 : a micromechanics fracture and healing model for asphalt concrete Creator(s) : Lytton, R. L.;Chen, C. W.;Little, D. N.; Corporate Contributor(s) : Texas Transportation Institute;University of Wyoming Research Corporation. Western Research Institute;United States. Federal Highway Administration. Wyoming Division; Published Date : 2001-06-01 Report Number : FHWA-RD-98-143;Research report 7229 URL : /view/dot/15432 "Microdamage healing in asphalt" (2001). "Microdamage healing in asphalt and asphalt concrete, Volume 3 : a micromechanics fracture and healing model for asphalt concrete" (2001) "Microdamage healing in asphalt and asphalt concrete, Volume 3 : a micromechanics fracture and healing model for asphalt concrete" , 2001 Export RIS Citation Information.

:

Lytton, R. L. ;

Chen, C. W.

2001-06-01

:

Volume 3 documents the development of a micromechanics fracture and healing model for asphalt concrete. This model can be used to calculate the densit...
State of the Industry – Resin Infusion: A Literature Review

CITE Title : State of the Industry – Resin Infusion: A Literature Review Creator(s) : Huberty, Wayne;Roberson, Matthew;Cai, Bowen;Hendrickson, Matthew; Corporate Creator(s) : Mississippi State University Advanced Composites Institute Corporate Contributor(s) : United States. Department of Transportation. Federal Aviation Administration. William J. Hughes Technical Center Published Date : 2024-05-01 Report Number : DOT/FAA/TC-23/3 DOI : https://doi.org/10.21949/1528268 "State of the Industry" (2024). https://doi.org/10.21949/1528268 "State of the Industry – Resin Infusion: A Literature Review" (2024), https://doi.org/10.21949/1528268 "State of the Industry – Resin Infusion: A Literature Review" , 2024, https://doi.org/10.21949/1528268 Export RIS Citation Information.

:

Huberty, Wayne ;

Roberson, Matthew

2024-05-01

:

Resin infusion processes, both resin transfer molding (RTM) and its variations, such as vacuum assisted resin transfer molding (VARTM), are poised to ...
A Predictive Approach for long-Term Performance of Recycled Materials Using Accelerated Aging - Volume 1: Main Report

CITE Title : A Predictive Approach for long-Term Performance of Recycled Materials Using Accelerated Aging - Volume 1: Main Report Creator(s) : Eighmy, T. T.;Cook, R.;Coviello, A.;Spear, J. C. M.;Hover, K. C.; Corporate Creator(s) : United States. Department of Transportation. Federal Highway Administration. Office of Infrastructure Research and Development Corporate Contributor(s) : Recycled Materials Resource Center Contributor(s) : Simon, Marcia Published Date : 2001-06-01 Report Number : FHWA-RD-01-022 URL : /view/dot/50239 "A Predictive Approach for" (2001). "A Predictive Approach for long-Term Performance of Recycled Materials Using Accelerated Aging - Volume 1: Main Report" (2001) "A Predictive Approach for long-Term Performance of Recycled Materials Using Accelerated Aging - Volume 1: Main Report" , 2001 Export RIS Citation Information.

:

Eighmy, T. T. ;

Cook, R.

2001-06-01

:

Use of recycled materials in a proposed highway application frequently requires the assessment of physical and environmental performance. Future behav...
A Predictive Approach for Long-Term Performance of Recycled Materials Using Accelerated Aging - Volume 2: Appendices

CITE Title : A Predictive Approach for Long-Term Performance of Recycled Materials Using Accelerated Aging - Volume 2: Appendices Creator(s) : Eighmy, T. T.;Cook, R.;Coviello, A.;Spear, J. C. M.;Hover, K. C.; Corporate Creator(s) : United States. Department of Transportation. Federal Highway Administration. Office of Infrastructure Research and Development Corporate Contributor(s) : Recycled Materials Resource Center Contributor(s) : Simon, Marcia Published Date : 2001-06-01 Report Number : FHWA-RD-01-023 URL : /view/dot/50238 "A Predictive Approach for" (2001). "A Predictive Approach for Long-Term Performance of Recycled Materials Using Accelerated Aging - Volume 2: Appendices" (2001) "A Predictive Approach for Long-Term Performance of Recycled Materials Using Accelerated Aging - Volume 2: Appendices" , 2001 Export RIS Citation Information.

:

Eighmy, T. T. ;

Cook, R.

2001-06-01

:

Use of recycled materials in a proposed highway application frequently requires the assessment of physical and environmental performance. Future behav...