Performance Evaluation Of The Modified T77 Bridge Rail

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Performance Evaluation Of The Modified T77 Bridge Rail
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Author : Delbert Lance Bullard
language : en
Publisher:
Release Date : 2004
Performance Evaluation Of The Modified T77 Bridge Rail written by Delbert Lance Bullard and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2004 with Bridge railings categories.
Texas State Publications
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Author : Texas State Publications Depository Program
language : en
Publisher:
Release Date : 2004
Texas State Publications written by Texas State Publications Depository Program and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2004 with State government publications categories.
Initial Assessment Of Compliance Of Texas Roadside Safety Hardware With Proposed Update To Nchrp Report 350
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Author : Roger P. Bligh
language : en
Publisher:
Release Date : 2007
Initial Assessment Of Compliance Of Texas Roadside Safety Hardware With Proposed Update To Nchrp Report 350 written by Roger P. Bligh and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2007 with Roads categories.
Crash Testing And Evaluation Of The Modified T77 Bridge Rail
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Author :
language : en
Publisher:
Release Date : 2003
Crash Testing And Evaluation Of The Modified T77 Bridge Rail written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2003 with Bridge railings categories.
Under a previous study, Texas Transportation Institute (TTI) and the Texas Department of Transportation (TxDOT) worked cooperatively to conceptualize and develop two aesthetically pleasing and crashworthy rail designs. The rails were designated the T77 and F411. Researchers performed and evaluated full-scale crash tests on the new rails in accordance with National Cooperative Highway Research Program (NCHRP) Report 350 test 3-11. The TxDOT F411 bridge rail performed acceptably according to the evaluation criteria of NCHRP Report 350. However, the T77 design failed to perform acceptably with the pickup truck. The objective of this project was to modify the TxDOT T77 bridge rail to perform as an aesthetically pleasing and crashworthy bridge rail. TTI and TxDOT worked cooperatively to modify the design to make the rail perform satisfactorily. Researchers performed full-scale crash tests in accordance with NCHRP Report 350. The T77 bridge rail was modified so it would perform in accordance with the evaluation criteria for NCHRP Report 350 test 3-11.
Safety Performance Evaluation Of The Steel Backed Wood Rail To Bridge Rail Transition
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Author : Brian G. Pfeifer
language : en
Publisher:
Release Date : 1995
Safety Performance Evaluation Of The Steel Backed Wood Rail To Bridge Rail Transition written by Brian G. Pfeifer and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1995 with Bridge railings categories.
Development Of A Tl 3 Deep Beam Tubular Backup Bridge Rail
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Author :
language : en
Publisher:
Release Date : 2010
Development Of A Tl 3 Deep Beam Tubular Backup Bridge Rail written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2010 with Bridge railings categories.
The objective of this study is to investigate the performance of the Ohio Department of Transportation (ODOT) Deep Beam bridge rail system per the National Cooperative Highway Research Program (NCHRP) Report 350 TL-3. Analytical study, computer simulation, and testing approach are to be addressed to accomplish the objective of this study. The final expected product is a design of the ODOT Deep Beam bridge rail system with any needed retrofit that will bring the system in compliance with the NCHRP Report 350 performance criteria per TL-3. The modified ODOT Deep Beam bridge rail design is shown to be successfully able to pass NCHRP Report 350 Test Level 3 assessment criteria. This conclusion is based on engineering strength analysis and nonlinear finite element simulation. The added rail on the top of the bridge rail helped reduced potential vehicular dynamics instability that may occur if only the original rail (less height) was used. Also, the additional lower rail (rub rail) provided protection against tire snagging in the opening below the main rail and the deck. This snagging mode could be detrimental for small vehicle impacts due to the subsequent excessive deformation and increased ridedown acceleration. This system can be implemented in the field subsequent to Federal Highway Administration (FHWA) Office of Safety approval of the simulation results presented herein or the full scale crash tests that were recommended. The modified design presented herein represents a retrofit that can be installed by a qualified construction crew. The research team recommends using the ODOT transition GR-3.4. A modification is suggested for that transition detail to accommodate the added top and rub rails in the modified ODOT Deep Beam bridge rail. One example would be to turn the top rail toward the middle rail at an angle and to extend the rub rail along a few transition posts and then turn it back toward the field side.
Crash Test And Evaluation Of The Txdot T224 Bridge Rail
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Author :
language : en
Publisher:
Release Date : 2018
Crash Test And Evaluation Of The Txdot T224 Bridge Rail written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2018 with Automobiles categories.
The objective of thei research was to evaluate the impact performance of the TxDOT T224 Bridge Rail according to the safety performance evaluation guidelines included in AASHTO MASH for test level five (TL 5). This report describes the TxDOT T224 Bridge Rail, documents the impact performance of the rail system according to MASH TL-5 evaluation criteria, and presents recommendations regarding implementation.
Performance And Analysis Of Concrete Bridge Railing Using Conventional And Composite Reinforcement Materials
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Author : Walid R. Alaywan
language : en
Publisher:
Release Date : 2018
Performance And Analysis Of Concrete Bridge Railing Using Conventional And Composite Reinforcement Materials written by Walid R. Alaywan and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2018 with categories.