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Measurement-Based Performance Evaluation of a Segmental Concrete Bridge [Revised May 1999]

CITE Title : Measurement-Based Performance Evaluation of a Segmental Concrete Bridge [Revised May 1999] Creator(s) : Davis, R. T.;Thompson, M. K.;Wood, B. A.;Breen, J. E.;Kreger, M. E.; Corporate Creator(s) : University of Texas at Austin. Center for Transportation Research Corporate Contributor(s) : United States. Federal Highway Administration;Texas. Dept. of Transportation. Research and Technology Transfer Office; Published Date : 1999-05-01 Report Number : FHWA/TX-98/1404-3F URL : /view/dot/42047 "Measurement-Based Performance Evaluation of" (1999). "Measurement-Based Performance Evaluation of a Segmental Concrete Bridge [Revised May 1999]" (1999) "Measurement-Based Performance Evaluation of a Segmental Concrete Bridge [Revised May 1999]" , 1999 Export RIS Citation Information.

:

Davis, R. T. ;

Thompson, M. K.

1999-05-01

:

Construction of around 10 km of the US 183 elevated highway in Austin, Texas, using precast segmental post-tensioned construction provided a unique op...
Manual for Design and Construction Monitoring of Soil Nail Walls

CITE Title : Manual for Design and Construction Monitoring of Soil Nail Walls Creator(s) : Byrne, R. J.;Cotton, D.;Porterfield, J.;Wolschlag, C.;Ueblacker, G.; Corporate Creator(s) : Golder Associates Corporate Contributor(s) : United States. Federal Highway Administration. Office of Technology Applications Published Date : 1996-11-01 Report Number : FHWA-SA-96-069 URL : /view/dot/42092 "Manual for Design and" (1996). "Manual for Design and Construction Monitoring of Soil Nail Walls" (1996) "Manual for Design and Construction Monitoring of Soil Nail Walls" , 1996 Export RIS Citation Information.

:

Byrne, R. J. ;

Cotton, D.

1996-11-01

:

The long-term performance ofsoil nail walls has been proven after 20 years of use in Europe and the United States. The purpose of this manual is to fa...
Prefab Bridges for Georgia City and County Roads

CITE Title : Prefab Bridges for Georgia City and County Roads Creator(s) : Kang, Junsuk;Jackson, Mike;Maghiar, Marcel;Maldonado, Gustavo;Rogers, Peter W.; Corporate Creator(s) : Georgia Southern University. Department of Civil Engineering and Construction Management Corporate Contributor(s) : Georgia. Dept. of Transportation. Office of Research;United States. Federal Highway Administration; Published Date : 2016-02-01 Report Number : FHWA-GA-16-1410, 1410 URL : /view/dot/39901 "Prefab Bridges for Georgia" (2016). "Prefab Bridges for Georgia City and County Roads" (2016) "Prefab Bridges for Georgia City and County Roads" , 2016 Export RIS Citation Information.

:

Kang, Junsuk ;

Jackson, Mike

2016-02-01

:

The objective of this study was to develop and deliver a toolkit to help local governments (LGs) in Georgia select and construct bridges using prefabr...
Evaluation of Bridge Approach Slabs, Performance and Design

CITE Title : Evaluation of Bridge Approach Slabs, Performance and Design Creator(s) : Luna, Ronaldo Corporate Creator(s) : University of Missouri--Rolla. Dept. of Civil, Architectural and Environmental Engineering Corporate Contributor(s) : United States. Federal Highway Administration Published Date : 2004-04-01 Report Number : RDT 04-010 URL : /view/dot/39524 "Evaluation of Bridge Approach" (2004). "Evaluation of Bridge Approach Slabs, Performance and Design" (2004) "Evaluation of Bridge Approach Slabs, Performance and Design" , 2004 Export RIS Citation Information.

:

Luna, Ronaldo

2004-04-01

:

The design changes in the 1990s to bridge approaches resulted in approach slabs of about 8 m in length supported at one end on the bridge abutment and...
Accelerated Construction of Bridge 14802301, Greene County, Missouri, With Prefabricated Stay-in-Place Glass Fiber Reinforced Polymer Reinforcement

CITE Title : Accelerated Construction of Bridge 14802301, Greene County, Missouri, With Prefabricated Stay-in-Place Glass Fiber Reinforced Polymer Reinforcement Creator(s) : Matta, Fabio;Nanni, Antonio;Bank, Lawrence C.;Ringelstetter, Thomas E.; Corporate Creator(s) : Missouri University of Science and Technology. Center for Transportation Infrastructure and Safety Corporate Contributor(s) : United States. Department of Transportation. Research and Special Programs Administration Published Date : 2008-06-30 Report Number : NUTC R154;Project #00001284; URL : /view/dot/40448 "Accelerated Construction of Bridge" (2008). "Accelerated Construction of Bridge 14802301, Greene County, Missouri, With Prefabricated Stay-in-Place Glass Fiber Reinforced Polymer Reinforcement" (2008) "Accelerated Construction of Bridge 14802301, Greene County, Missouri, With Prefabricated Stay-in-Place Glass Fiber Reinforced Polymer Reinforcement" , 2008 Export RIS Citation Information.

:

Matta, Fabio ;

Nanni, Antonio

2008-06-30

:

In the two-year project reported herein, a new prefabricated stay-in-place (SIP) glass fiber reinforced polymer (GFRP) reinforcing system for the acce...
Durability Assessment of Prefabricated Bridge Elements and Systems

CITE Title : Durability Assessment of Prefabricated Bridge Elements and Systems Creator(s) : Head, Monique;Efe, Steve;Grose, Siafa;Drumgoole, Jerrell;Lajubutu, Oladapo;Wright, Ryan;Hansboro, Jr., Tyrone; Corporate Creator(s) : Morgan State University Corporate Contributor(s) : Maryland. State Highway Administration. Office of Policy & Research Published Date : 2015-02-01 Report Number : MD-14-MSU-3-11 URL : /view/dot/29034 "Durability Assessment of Prefabricated" (2015). "Durability Assessment of Prefabricated Bridge Elements and Systems" (2015) "Durability Assessment of Prefabricated Bridge Elements and Systems" , 2015 Export RIS Citation Information.

:

Head, Monique ;

Efe, Steve

2015-02-01

:

This study aims to address some of the concerns related to implementation of prefabricated bridge elements and systems (PBES) and accelerated bridge c...
Design and Performance of Self-Consolidating Concrete for Connecting Precast Concrete Deck Panels and Bridge I-Girders

CITE Title : Design and Performance of Self-Consolidating Concrete for Connecting Precast Concrete Deck Panels and Bridge I-Girders Creator(s) : Morcous, George;Khayat, Kamal H.; 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 : 2014-08-01 Report Number : NUTC R328;Project #00041168; URL : /view/dot/27832 "Design and Performance of" (2014). "Design and Performance of Self-Consolidating Concrete for Connecting Precast Concrete Deck Panels and Bridge I-Girders" (2014) "Design and Performance of Self-Consolidating Concrete for Connecting Precast Concrete Deck Panels and Bridge I-Girders" , 2014 Export RIS Citation Information.

:

Morcous, George ;

Khayat, Kamal H.

2014-08-01

:

Existing full-depth precast concrete deck systems use either open channels or pockets to accommodate the shear connectors of supporting girders for ac...
Behavior of Drilled Shafts With High-Strength Reinforcement and Casing

CITE Title : Behavior of Drilled Shafts With High-Strength Reinforcement and Casing Creator(s) : Stuedlein, Armin;Arduino, Pedro; Corporate Creator(s) : Oregon State University. Dept. of Civil Engineering;University of Washington. Dept. of Civil and Environmental Engineering; Corporate Contributor(s) : United States. Dept. of Transportation. Research and Innovative Technology Administration Published Date : 2015-09-01 Report Number : 2013-M-OSU-0024 URL : /view/dot/29519 "Behavior of Drilled Shafts" (2015). "Behavior of Drilled Shafts With High-Strength Reinforcement and Casing" (2015) "Behavior of Drilled Shafts With High-Strength Reinforcement and Casing" , 2015 Export RIS Citation Information.

:

Stuedlein, Armin ;

Arduino, Pedro

2015-09-01

:

Drilled shafts provide significant geotechnical resistance for support of highway bridges, and are used throughout the States of Oregon and Washington...
Coated Steel Rebar for Enhanced Concrete-Steel Bond Strength and Corrosion Resistance

CITE Title : Coated Steel Rebar for Enhanced Concrete-Steel Bond Strength and Corrosion Resistance Creator(s) : Chen, Genda;Volz, Jeffery;Brow, Richard;Yan, Dongming;Reis, Signo;Wu, Chenglin;Tang, Fujian;Werner, Charles;Tao, Xing; Corporate Creator(s) : Missouri. Dept. of Transportation. Organizational Results Published Date : 2010-10-01 Report Number : NUTC R236 URL : /view/dot/18297 "Coated Steel Rebar for" (2010). "Coated Steel Rebar for Enhanced Concrete-Steel Bond Strength and Corrosion Resistance" (2010) "Coated Steel Rebar for Enhanced Concrete-Steel Bond Strength and Corrosion Resistance" , 2010 Export RIS Citation Information.

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Chen, Genda ;

Volz, Jeffery

2010-10-01

:

This report summarizes the findings and recommendations on the use of enamel coating in reinforced concrete structures both for bond strength and corr...
Rapid Bridge Construction Technology: Precast Elements for Substructures

CITE Title : Rapid Bridge Construction Technology: Precast Elements for Substructures Creator(s) : Unlu, D.;Okumus, P.;Oliva, M. G.; Corporate Creator(s) : University of Wisconsin--Madison. Dept. of Civil and Environmental Engineering Corporate Contributor(s) : Wisconsin. Department of Transportation. Division of Business Services;United States. Federal Highway Administration;Wisconsin Highway Research Program; Published Date : 2011-06-01 Report Number : WHRP 07-08 URL : /view/dot/36848 "Rapid Bridge Construction Technology:" (2011). "Rapid Bridge Construction Technology: Precast Elements for Substructures" (2011) "Rapid Bridge Construction Technology: Precast Elements for Substructures" , 2011 Export RIS Citation Information.

:

Unlu, D. ;

Okumus, P.

2011-06-01

:

The goal of this research was to propose an alternate system of precast bridge substructures which can substitute for conventional cast in place syste...
Cross-Frame Diaphragm Bracing of Steel Bridge Girders [Summary]

CITE Title : Cross-Frame Diaphragm Bracing of Steel Bridge Girders [Summary] Creator(s) : Roddis, W. M. Kim;Winters, Erika L.;Baghernejad, Soudeh; Corporate Creator(s) : University of Kansas. Transportation Center Corporate Contributor(s) : Kansas. Dept. of Transportation. Bureau of Local Projects Published Date : 2008-01-01 Report Number : K-TRAN: KU-01-2 URL : /view/dot/40193 "Cross-Frame Diaphragm Bracing of" (2008). "Cross-Frame Diaphragm Bracing of Steel Bridge Girders [Summary]" (2008) "Cross-Frame Diaphragm Bracing of Steel Bridge Girders [Summary]" , 2008 Export RIS Citation Information.

:

Roddis, W. M. Kim ;

Winters, Erika L.

2008-01-01

:

Steel plate girder bridges make use of traditional cross-frame diaphragms to stabilize the compression flange of girders. These braces are required du...
Release Methodology of Prestressing Strands

CITE Title : Release Methodology of Prestressing Strands Creator(s) : Kannel, Jeffrey J.;French, Catherine E. W.;Stolarski, Henry K.; Corporate Creator(s) : University of Minnesota. Dept. of Civil Engineering Corporate Contributor(s) : Minnesota. Department of Transportation Published Date : 1998-05-01 Report Number : MN/RC-2000-09 URL : /view/dot/42164 "Release Methodology of Prestressing" (1998). "Release Methodology of Prestressing Strands" (1998) "Release Methodology of Prestressing Strands" , 1998 Export RIS Citation Information.

:

Kannel, Jeffrey J. ;

French, Catherine E. W.

1998-05-01

:

This report presents the results of numerical and experimental investigations to determine the causes of prestressed concrete girder end cracks. The c...
Cross-Frame Diaphragm Bracing of Steel Bridge Girders [Final Report]

CITE Title : Cross-Frame Diaphragm Bracing of Steel Bridge Girders [Final Report] Creator(s) : Winters, Erika L.;Baghernejad, Soudeh;Roddis, W. M. Kim; Corporate Creator(s) : University Transportation Centers Program (U.S.);Kansas State University; Corporate Contributor(s) : Kansas. Dept. of Transportation. Bureau of Materials & Research Published Date : 2008-01-01 Report Number : K-TRAN: KU-01-2 URL : /view/dot/40192 "Cross-Frame Diaphragm Bracing of" (2008). "Cross-Frame Diaphragm Bracing of Steel Bridge Girders [Final Report]" (2008) "Cross-Frame Diaphragm Bracing of Steel Bridge Girders [Final Report]" , 2008 Export RIS Citation Information.

:

Winters, Erika L. ;

Baghernejad, Soudeh

2008-01-01

:

Steel plate girder bridges make use of traditional cross-frame diaphragms to stabilize the compression flange of girders. These braces are required du...
Preliminary assessment of procedures for coating steel components on Virginia bridges

CITE Title : Preliminary assessment of procedures for coating steel components on Virginia bridges Creator(s) : Milton, Jeffrey L.;Fleming, Curtis W.;Sharp, Stephen R.;Donaldson, Bridget M.; Corporate Creator(s) : Virginia Center for Transportation Innovation and Research;Virginia. Dept. of Transportation; Corporate Contributor(s) : United States. Federal Highway Administration Published Date : 2013-10-01 Report Number : FHWA/VCTIR 14-R1, VCTIR 14-R1 URL : /view/dot/39909 "Preliminary assessment of procedures" (2013). "Preliminary assessment of procedures for coating steel components on Virginia bridges" (2013) "Preliminary assessment of procedures for coating steel components on Virginia bridges" , 2013 Export RIS Citation Information.

:

Milton, Jeffrey L. ;

Fleming, Curtis W.

2013-10-01

:

The purpose of this study was to conduct a preliminary assessment of the Virginia Department of Transportation’s (VDOT’s) bridge coating practices...
Development of a Design Guideline for Phase Construction of Steel Girder Bridges

CITE Title : Development of a Design Guideline for Phase Construction of Steel Girder Bridges Creator(s) : Azizinamini, Atorod;Swendroski, John P.;Yakel, Aaron; Corporate Creator(s) : National Bridge Research Organization (U.S.);University of Nebraska--Lincoln. Dept. of Civil Engineering; Corporate Contributor(s) : Nebraska. Dept. of Roads Published Date : 2003-10-01 Report Number : SPR-PL-1(038)P530 URL : /view/dot/38883 "Development of a Design" (2003). "Development of a Design Guideline for Phase Construction of Steel Girder Bridges" (2003) "Development of a Design Guideline for Phase Construction of Steel Girder Bridges" , 2003 Export RIS Citation Information.

:

Azizinamini, Atorod ;

Swendroski, John P.

2003-10-01

:

Although phased construction offers the benefit of maintained traffic flow during construction several problems have been observed. Problems such as d...
Stability of Curved Bridges During Construction

CITE Title : Stability of Curved Bridges During Construction Creator(s) : Davidson, James S.;Abdalla, Ramy S.;Madhavan, Mahendra; Corporate Creator(s) : University of Alabama at Birmingham. Dept. of Civil, Construction, and Environmental Engineering Corporate Contributor(s) : University Transportation Center for Alabama Published Date : 2002-12-31 Report Number : UTCA Report 03228;FHWA/CA/OR; URL : /view/dot/40324 "Stability of Curved Bridges" (2002). "Stability of Curved Bridges During Construction" (2002) "Stability of Curved Bridges During Construction" , 2002 Export RIS Citation Information.

:

Davidson, James S. ;

Abdalla, Ramy S.

2002-12-31

:

The overall objectives of this project were to investigate and synthesize state-of-the-art practice for the efficient design and construction of curve...
Evaluation of the Effectiveness of the Strategic Initiative 9 Pilot Bridge Concepts

CITE Title : Evaluation of the Effectiveness of the Strategic Initiative 9 Pilot Bridge Concepts Creator(s) : Walters, Richard;Barnhart, James;Engel, Richard;Nusairat, Jamal;Miller, Richard;Swanson, James A.; Corporate Creator(s) : University of Cincinnati. Department of Civil and Environmental Engineering;E.L. Robinson Engineering;HNTB Corporation; Corporate Contributor(s) : Ohio. Dept. of Transportation Published Date : 2009-11-01 Report Number : FHWA/OH-2009/10 URL : /view/dot/37775 "Evaluation of the Effectiveness" (2009). "Evaluation of the Effectiveness of the Strategic Initiative 9 Pilot Bridge Concepts" (2009) "Evaluation of the Effectiveness of the Strategic Initiative 9 Pilot Bridge Concepts" , 2009 Export RIS Citation Information.

:

Walters, Richard ;

Barnhart, James

2009-11-01

:

Ohio DOT created Strategic Initiative 9 to study ways to build bridges faster, smarter and better. This report examines the construction of 6 bridges....
Developing Area of Concrete Pavements and Transportation Structures

CITE Title : Developing Area of Concrete Pavements and Transportation Structures Creator(s) : Maher, Ali;Stein, Boris; Corporate Creator(s) : Rutgers University. Center for Advanced Infrastructure and Transportation;Twining Laboratories; Corporate Contributor(s) : New Jersey. Dept. of Transportation;United States. Federal Highway Administration;United States. Dept. of Transportation. Research and Innovative Technology Administration; Published Date : 2009-05-01 Report Number : TWIN-RU4474 URL : /view/dot/34326 "Developing Area of Concrete" (2009). "Developing Area of Concrete Pavements and Transportation Structures" (2009) "Developing Area of Concrete Pavements and Transportation Structures" , 2009 Export RIS Citation Information.

:

Maher, Ali ;

Stein, Boris

2009-05-01

:

The objectives are: analyze scope of work currently performed by the Bureau of Materials, and understand , based on facts available, current mission o...
State-of-the-Art Report on Precast Concrete Systems for Rapid Construction of Bridges

CITE Title : State-of-the-Art Report on Precast Concrete Systems for Rapid Construction of Bridges Creator(s) : Hieber, David G.;Wacker, Jonathan M.;Eberhard, Marc O.;Stanton, John F.; Corporate Creator(s) : Washington State Transportation Center Corporate Contributor(s) : Washington State Transportation Commission;United States. Federal Highway Administration; Contributor(s) : Kapur, Jugesh Published Date : 2005-03-01 Report Number : WA-RD 594.1 URL : /view/dot/39624 "State-of-the-Art Report on Precast" (2005). "State-of-the-Art Report on Precast Concrete Systems for Rapid Construction of Bridges" (2005) "State-of-the-Art Report on Precast Concrete Systems for Rapid Construction of Bridges" , 2005 Export RIS Citation Information.

:

Hieber, David G. ;

Wacker, Jonathan M.

2005-03-01

:

More extensive use of precast concrete components, which are fabricated off-site and then connected on-site, could allow bridges to be constructed mor...
Ultra-High Performance Concrete Composite Connections for Precast Concrete Bridge Decks: [Tech Brief]

CITE Title : Ultra-High Performance Concrete Composite Connections for Precast Concrete Bridge Decks: [Tech Brief] Creator(s) : Graybeal, Ben Corporate Creator(s) : United States. Department of Transportation. Federal Highway Administration. Office of Research, Development, and Technology Published Date : 2012-05-01 Report Number : FHWA-HRT-12-042, HRDI-40/05-12(500)E URL : /view/dot/38082 "Ultra-High Performance Concrete Composite" (2012). "Ultra-High Performance Concrete Composite Connections for Precast Concrete Bridge Decks: [Tech Brief]" (2012) "Ultra-High Performance Concrete Composite Connections for Precast Concrete Bridge Decks: [Tech Brief]" , 2012 Export RIS Citation Information.

:

Graybeal, Ben

2012-05-01

:

This document is a technical summary of the unpublished Federal Highway Administration (FHWA) report, "Ultra-High Performance Concrete Composite Conne...

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