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NCHRP report 350 test 3-11 of the modified T8 bridge rail.

CITE Title : NCHRP report 350 test 3-11 of the modified T8 bridge rail. Creator(s) : Bligh, Roger P.;Williams, Williams F.;Ivev, Don L.; Corporate Creator(s) : Texas Transportation Institute Published Date : 2009-04-01 Report Number : FHWA/TX-09/0-5210-6 URL : /view/dot/16843 "NCHRP report 350 test" (2009). "NCHRP report 350 test 3-11 of the modified T8 bridge rail." (2009) "NCHRP report 350 test 3-11 of the modified T8 bridge rail." , 2009 Export RIS Citation Information.

:

Bligh, Roger P. ;

Williams, Williams F.

2009-04-01

:

A new flexible bridge rail system, referred to as the T8 rail, was designed as a replacement for the T6 rail in high-speed applications on culverts an...
Transverse analysis and field measurements for segmental box girders wings : final report, December 2008.

CITE Title : Transverse analysis and field measurements for segmental box girders wings : final report, December 2008. Creator(s) : Roddenberry, Michelle D.;Kuhn, Dan; Corporate Creator(s) : FAMU-FSU College of Engineering (Tallahassee, Fla.). Civil & Environmental Engineering Corporate Contributor(s) : Florida. Department of Transportation. Research Center Published Date : 2008-12-01 Report Number : BD543 RPWO #27 URL : /view/dot/17036 "Transverse analysis and field" (2008). "Transverse analysis and field measurements for segmental box girders wings : final report, December 2008." (2008) "Transverse analysis and field measurements for segmental box girders wings : final report, December 2008." , 2008 Export RIS Citation Information.

:

Roddenberry, Michelle D. ;

Kuhn, Dan

2008-12-01

:

Parapets placed on bridge deck surfaces, commonly known as barriers are purposes omitted from the structural analysis model for design or load rating....
Development of a TL-3 deep beam tubular backup bridge rail.

CITE Title : Development of a TL-3 deep beam tubular backup bridge rail. Creator(s) : Abu-Odeh, Akram Y.;Williams, William F.;Buth, C. Eugene;Kim, Kang-Mi; Corporate Creator(s) : Texas Transportation Institute Published Date : 2010-12-01 Report Number : FHWA/OH-2010/18;RF 476890-1; URL : /view/dot/18579 "Development of a TL-3" (2010). "Development of a TL-3 deep beam tubular backup bridge rail." (2010) "Development of a TL-3 deep beam tubular backup bridge rail." , 2010 Export RIS Citation Information.

:

Abu-Odeh, Akram Y. ;

Williams, William F.

2010-12-01

:

The objective of this study is to investigate the performance of the Ohio Department of Transportation (ODOT) Deep Beam bridge rail system per the Nat...
Development of a TL-3 deep beam tubular backup bridge rail : executive summary report.

CITE Title : Development of a TL-3 deep beam tubular backup bridge rail : executive summary report. Creator(s) : Abu-Odeh, Akram Y.;Williams, William F.;Buth, C. Eugene;Kim, Kang-Mi; Corporate Creator(s) : Texas Transportation Institute Published Date : 2010-12-01 Report Number : FHWA/OH-2010/18 URL : /view/dot/18580 "Development of a TL-3" (2010). "Development of a TL-3 deep beam tubular backup bridge rail : executive summary report." (2010) "Development of a TL-3 deep beam tubular backup bridge rail : executive summary report." , 2010 Export RIS Citation Information.

:

Abu-Odeh, Akram Y. ;

Williams, William F.

2010-12-01

:

Ohio Department of Transportation (ODOT)’s Office of Structural Engineering has a need to evaluate and, if necessary, improve an existing bridge rai...
Testing of New Bridge Rail and Transition Designs: Volume I: Technical Report

CITE Title : Testing of New Bridge Rail and Transition Designs: Volume I: Technical Report Creator(s) : Buth, Eugene;Hirsch, Teddy James;Menges, Wanda L.; Corporate Contributor(s) : United States. Federal Highway Administration Published Date : 1997-01-01 Report Number : FHWA-RD-93-058 URL : /view/dot/41570 "Testing of New Bridge" (1997). "Testing of New Bridge Rail and Transition Designs: Volume I: Technical Report" (1997) "Testing of New Bridge Rail and Transition Designs: Volume I: Technical Report" , 1997 Export RIS Citation Information.

:

Buth, Eugene ;

Hirsch, Teddy James

1997-01-01

:

The objectives of this study were to develop safer bridge rail and transition designs and to improve design guidelines. Ten bridge railings and two tr...
Testing of New Bridge Rail and Transition Designs: Volume II: Appendix A: Oregon Side Mounted Bridge Railing

CITE Title : Testing of New Bridge Rail and Transition Designs: Volume II: Appendix A: Oregon Side Mounted Bridge Railing Creator(s) : Buth, Eugene;Hirsch, Teddy James;Menges, Wanda L.; Corporate Contributor(s) : United States. Federal Highway Administration Published Date : 1997-01-01 Report Number : FHWA-RD-93-059 URL : /view/dot/41571 "Testing of New Bridge" (1997). "Testing of New Bridge Rail and Transition Designs: Volume II: Appendix A: Oregon Side Mounted Bridge Railing" (1997) "Testing of New Bridge Rail and Transition Designs: Volume II: Appendix A: Oregon Side Mounted Bridge Railing" , 1997 Export RIS Citation Information.

:

Buth, Eugene ;

Hirsch, Teddy James

1997-01-01

:

The Oregon side-mounted bridge railing consists of a 10-gauge thrie-beam mounted on W6x15 posts. A structural analysis of the railing indicates it wil...
Testing of New Bridge Rail and Transition Designs: Volume XIV: Appendix M: Axial Tensile Strength of Thrie and W-Beam Terminal Connectors

CITE Title : Testing of New Bridge Rail and Transition Designs: Volume XIV: Appendix M: Axial Tensile Strength of Thrie and W-Beam Terminal Connectors Creator(s) : Buth, Eugene;Hirsch, Teddy James;Henderson, Matt; Corporate Contributor(s) : United States. Federal Highway Administration Published Date : 1997-01-01 Report Number : FHWA-RD-93-157 URL : /view/dot/41576 "Testing of New Bridge" (1997). "Testing of New Bridge Rail and Transition Designs: Volume XIV: Appendix M: Axial Tensile Strength of Thrie and W-Beam Terminal Connectors" (1997) "Testing of New Bridge Rail and Transition Designs: Volume XIV: Appendix M: Axial Tensile Strength of Thrie and W-Beam Terminal Connectors" , 1997 Export RIS Citation Information.

:

Buth, Eugene ;

Hirsch, Teddy James

1997-01-01

:

In some connections of W-beam and thrie-team guardrail elements, it is necessary to bolt together three thicknesses of rail element. Such a connection...
Testing of New Bridge Rail and Transition Designs: Volume IX: Appendix H: Illinois Side Mount Bridge Railing

CITE Title : Testing of New Bridge Rail and Transition Designs: Volume IX: Appendix H: Illinois Side Mount Bridge Railing Creator(s) : Buth, Eugene;Hirsch, Teddy James;Menges, Wanda L.; Corporate Contributor(s) : United States. Federal Highway Administration Published Date : 1997-01-01 Report Number : FHWA-RD-93-066 URL : /view/dot/41573 "Testing of New Bridge" (1997). "Testing of New Bridge Rail and Transition Designs: Volume IX: Appendix H: Illinois Side Mount Bridge Railing" (1997) "Testing of New Bridge Rail and Transition Designs: Volume IX: Appendix H: Illinois Side Mount Bridge Railing" , 1997 Export RIS Citation Information.

:

Buth, Eugene ;

Hirsch, Teddy James

1997-01-01

:

A side-mounted bridge railing consisting of wide-flange posts and tubular steel rail elements was designed and tested to performance level two of the ...
Testing of New Bridge Rail and Transition Designs: Volume VI: Appendix E: 32-in (813-mm) New Jersey Safety Shape

CITE Title : Testing of New Bridge Rail and Transition Designs: Volume VI: Appendix E: 32-in (813-mm) New Jersey Safety Shape Creator(s) : Buth, Eugene;Hirsch, Teddy James;Menges, Wanda L.; Corporate Contributor(s) : United States. Federal Highway Administration Published Date : 1997-01-01 Report Number : FHWA-RD-93-063 URL : /view/dot/41574 "Testing of New Bridge" (1997). "Testing of New Bridge Rail and Transition Designs: Volume VI: Appendix E: 32-in (813-mm) New Jersey Safety Shape" (1997) "Testing of New Bridge Rail and Transition Designs: Volume VI: Appendix E: 32-in (813-mm) New Jersey Safety Shape" , 1997 Export RIS Citation Information.

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Buth, Eugene ;

Hirsch, Teddy James

1997-01-01

:

Full-scale crash tests with a 5,400-lb (8,165-kg) truck were performed on a New Jersey safety shape concrete parapet to confirm that it would meet req...
Testing of New Bridge Rail and Transition Designs: Volume VIII: Appendix G: BR27C Bridge Railing

CITE Title : Testing of New Bridge Rail and Transition Designs: Volume VIII: Appendix G: BR27C Bridge Railing Creator(s) : Buth, Eugene;Hirsch, Teddy James;Menges, Wanda L.; Corporate Contributor(s) : United States. Federal Highway Administration Published Date : 1997-01-01 Report Number : FHWA-RD-93-065 URL : /view/dot/41575 "Testing of New Bridge" (1997). "Testing of New Bridge Rail and Transition Designs: Volume VIII: Appendix G: BR27C Bridge Railing" (1997) "Testing of New Bridge Rail and Transition Designs: Volume VIII: Appendix G: BR27C Bridge Railing" , 1997 Export RIS Citation Information.

:

Buth, Eugene ;

Hirsch, Teddy James

1997-01-01

:

A combination concrete parapet and metal railing was designed for performance level one of the 1989 AASHTO Guide Specifications for Bridge Railings. C...
Testing of New Bridge Rail and Transition Designs: Volume IV: Appendix C: Illinois 2399-1 Bridge Railing

CITE Title : Testing of New Bridge Rail and Transition Designs: Volume IV: Appendix C: Illinois 2399-1 Bridge Railing Creator(s) : Buth, Eugene;Hirsch, Teddy James;Menges, Wanda L.; Corporate Contributor(s) : United States. Federal Highway Administration Published Date : 1997-01-01 Report Number : FHWA-RD-93-061 URL : /view/dot/41572 "Testing of New Bridge" (1997). "Testing of New Bridge Rail and Transition Designs: Volume IV: Appendix C: Illinois 2399-1 Bridge Railing" (1997) "Testing of New Bridge Rail and Transition Designs: Volume IV: Appendix C: Illinois 2399-1 Bridge Railing" , 1997 Export RIS Citation Information.

:

Buth, Eugene ;

Hirsch, Teddy James

1997-01-01

:

The original Illinois 2399 bridge railing design has been used as a retrofit railing on selected structures. A structural analysis indicated that stre...