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Development Of Guardrail To Bridge Rail Transition


Development Of Guardrail To Bridge Rail Transition
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Development Of Guardrail To Bridge Rail Transition


Development Of Guardrail To Bridge Rail Transition
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Author : Roger P. Bligh
language : en
Publisher:
Release Date : 1988

Development Of Guardrail To Bridge Rail Transition 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 1988 with Bridge railings categories.


This report describes the development and testing of a guardfence-to-rigid bridge rail transition. The transition consists of a tubular W-beam supported on 7 inch diameter round wood posts. It is designed to transition to a vertical wall or to the concrete safety shaped barrier. It can be used on new construction or as a retrofit for existing installations. Based on a full-scale vehicular crash test program, the design was judged to be in compliance with recommended impact performance criteria as presented in NCHRP Report 230. Also described is a tentative design for approach guardfence at bridge ends near an abutting roadway. The design consists of short radius, curved guardrail supported on weakened round wood posts.



Development Of An Approach Guardrail Transition Attached To A Thrie Beam And Channel Bridge Railing


Development Of An Approach Guardrail Transition Attached To A Thrie Beam And Channel Bridge Railing
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Author :
language : en
Publisher:
Release Date : 2000

Development Of An Approach Guardrail Transition Attached To A Thrie Beam And Channel Bridge Railing written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2000 with Bridge railings categories.




Development Of A Mash Tl 2 Guardrail To Bridge Rail Transition Compatible With 31 Inch Guardrail


Development Of A Mash Tl 2 Guardrail To Bridge Rail Transition Compatible With 31 Inch Guardrail
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Author : Roger P. Bligh
language : en
Publisher:
Release Date : 2011

Development Of A Mash Tl 2 Guardrail To Bridge Rail Transition Compatible With 31 Inch Guardrail 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 2011 with Roads categories.




Development Of A Mash Tl 3 Approach Guardrail Transition To A Mash Tl 4 Steel Bridge Rail


Development Of A Mash Tl 3 Approach Guardrail Transition To A Mash Tl 4 Steel Bridge Rail
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Author : Jennifer D. Rasmussen
language : en
Publisher:
Release Date : 2020

Development Of A Mash Tl 3 Approach Guardrail Transition To A Mash Tl 4 Steel Bridge Rail written by Jennifer D. Rasmussen and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2020 with Bridges categories.


A Manual for Assessing Safety Hardware (MASH) Test Level 3 (TL-3) approach guardrail transition (AGT) was designed to connect the Midwest Guardrail System (MGS) to a MASH TL-4 steel-post, steel-tube, bridge rail, Type IL-OH. Two connection concepts were evaluated using the LS-DYNA finite element analysis computer software. The second concept was selected for further evaluation with full-scale crash testing, which included a previously-developed, thrie-beam, approach guardrail transition, modified HSS8x6x1/4 transition tube rails that aligned with the lower and middle bridge rail tubes, and new connection hardware designed to prevent vehicle snag during reverse-direction impacts. The critical impact points were selected using LS-DYNA for MASH test designation nos. 3-20 and 3-21 in the impact direction from the thrie-beam to the bridge rail. MASH test designation nos. 3-20 and 3-21 in the impact direction from the bridge rail to the thrie-beam AGT were determined to be non-critical. In test no. STBRT-1, the 2,404-lb small car impacted the AGT at a speed of 64.6 mph, an angle of 25.2 degrees, and at a location 21.3 in. upstream from post no. 19, thus resulting in an impact severity of 60.9 kip-ft. The small car was contained and redirected and resulted in a successful test according to MASH test designation no. 3-20 safety performance criteria. In test no. STBRT-2, the 5,007-lb quad cab pickup truck impacted the AGT at a speed of 62.7 mph, an angle of 24.9 degrees, and at a location 15.9 in. upstream from post no. 19, thus resulting in an impact severity of 116 kip-ft. The pickup truck was contained and redirected and resulted in a successful test according to MASH test designation no. 3-21 safety performance criteria.



Guardrail Bridge Rail Transition Designs


Guardrail Bridge Rail Transition Designs
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Author :
language : en
Publisher:
Release Date : 1988

Guardrail Bridge Rail Transition Designs written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1988 with Bridge railings categories.




Upgrading Transitions From Approach Guardrails To Bridge Rails


Upgrading Transitions From Approach Guardrails To Bridge Rails
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Author :
language : en
Publisher:
Release Date : 1988

Upgrading Transitions From Approach Guardrails To Bridge Rails written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1988 with categories.


Over one-half of 350 bridge-related fatal accidents in 1975 involved a collision with the end of a bridge rail. in some of these cases there was no approach guardrail. in other cases, the transition between the guardrail and the bridge rail deflected too much and allowed the vehicle to strike the bridge end. until recently, only a few crash tests had been conducted on guardrail to bridge rail transitions. a series of transition designs have been developed and tested that are significantly safer than many of the current standards. these improved designs are now being installed and should be in widespread use in the next few years. this paper presents detailed drawings of several designs, and briefly discusses the construction and maintenance considerations.



Testing Of New Bridge Rail And Transition Designs Appendix I 42 In 1 07 M Concrete Parapet Bridge Railing


Testing Of New Bridge Rail And Transition Designs Appendix I 42 In 1 07 M Concrete Parapet Bridge Railing
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Author : Eugene Buth
language : en
Publisher:
Release Date : 1997

Testing Of New Bridge Rail And Transition Designs Appendix I 42 In 1 07 M Concrete Parapet Bridge Railing written by Eugene Buth and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1997 with Bridge railings categories.


The objectives of this study were to develop safer bridge rail and transition designs and to improve design guidelines. Ten bridge railings and two transitions were designed, tested, and evaluated in accordance with American Association of State Highway and Transportation Officials (AASHTO) requirements. The railings were designed using ultimate strength procedures and collision forces from earlier research. Design procedures, railing designs, and test results are presented. All designs demonstrated acceptable collision performance.



Testing Of New Bridge Rail And Transition Designs Appendix D 32 In 813 Mm Concrete Parapet Bridge Railing


Testing Of New Bridge Rail And Transition Designs Appendix D 32 In 813 Mm Concrete Parapet Bridge Railing
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Author : Eugene Buth
language : en
Publisher:
Release Date : 1997

Testing Of New Bridge Rail And Transition Designs Appendix D 32 In 813 Mm Concrete Parapet Bridge Railing written by Eugene Buth and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1997 with Bridge railings categories.


The objectives of this study were to develop safer bridge rail and transition designs and to improve design guidelines. Ten bridge railings and two transitions were designed, tested, and evaluated in accordance with American Association of State Highway and Transportation Officials (AASHTO) requirements. The railings were designed using ultimate strength procedures and collision forces from earlier research. Design procedures, railing designs, and test results are presented. All designs demonstrated acceptable collision performance.



Testing Of New Bridge Rail And Transition Designs Appendix G Br27c Bridge Railing


Testing Of New Bridge Rail And Transition Designs Appendix G Br27c Bridge Railing
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Author : Eugene Buth
language : en
Publisher:
Release Date : 1997

Testing Of New Bridge Rail And Transition Designs Appendix G Br27c Bridge Railing written by Eugene Buth and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1997 with Bridge railings categories.


The objectives of this study were to develop safer bridge rail and transition designs and to improve design guidelines. Ten bridge railings and two transitions were designed, tested, and evaluated in accordance with American Association of State Highway and Transportation Officials (AASHTO) requirements. The railings were designed using ultimate strength procedures and collision forces from earlier research. Design procedures, railing designs, and test results are presented. All designs demonstrated acceptable collision performance.



Testing Of New Bridge Rail And Transition Designs Appendix J 42 In 1 07 M F Shape Bridge Railing


Testing Of New Bridge Rail And Transition Designs Appendix J 42 In 1 07 M F Shape Bridge Railing
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Author : Eugene Buth
language : en
Publisher:
Release Date : 1997

Testing Of New Bridge Rail And Transition Designs Appendix J 42 In 1 07 M F Shape Bridge Railing written by Eugene Buth and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1997 with Bridge railings categories.


The objectives of this study were to develop safer bridge rail and transition designs and to improve design guidelines. Ten bridge railings and two transitions were designed, tested, and evaluated in accordance with American Association of State Highway and Transportation Officials (AASHTO) requirements. The railings were designed using ultimate strength procedures and collision forces from earlier research. Design procedures, railing designs, and test results are presented. All designs demonstrated acceptable collision performance.