USE OF GUARDRAILS ON LOW FILL BRIDGE LENGTH CULVERTS
When multiple box culverts span more than 20 feet, the American Association of State Highway and Transportation Officials (AASHTO) defines them as bridge length and, thus, normally requires the use of a full-strength, rigid bridgerail. Using a rigid bridgerail creates a transition problem between the flexible metal beam guard fence, which is commonly used upstream of the bridgerail. It would be safer and more economical to continue the flexible metal beam guard fence across the culvert even when the culvert is more than 20 feet long and when the soil fill depth over the culvert is less than the standard guardrail post embedment depth (38 inches in Texas). It was believed that more post could be used (reduced post spacing) with a shallow embedment to achieve the desired guardrail strength. A metal beam guard fence design of this type was crash tested in this study and proved to be unsatisfactory. Another concept investigated was to rigidly mount steel guard fence posts to the top of the culvert deck when full soil embedment could not be achieved. A design of this type was also crash tested in this study and proved to be satisfactory.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/0309047722
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Supplemental Notes:
- This paper appears in Transportation Research Record No. 1198, Roadside Safety Features. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved
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Authors:
- Hirsch, T J
- Beggs, Dale
- Publication Date: 1988
Media Info
- Features: Figures; Photos; References; Tables;
- Pagination: p. 62-75
- Monograph Title: Roadside safety features
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Serial:
- Transportation Research Record
- Issue Number: 1198
- Publisher: Transportation Research Board
- ISSN: 0361-1981
Subject/Index Terms
- TRT Terms: Anchoring; Box culverts; Bridge railings; Crash tests; Crashes; Depth; Design; Fills; Guardrail transition sections; Guardrails; Performance evaluations; Posts; Spacing; Testing
- Uncontrolled Terms: Embedment; Transition zones
- Old TRIS Terms: Post spacing
- Subject Areas: Design; Highways; Research; Safety and Human Factors; I85: Safety Devices used in Transport Infrastructure;
Filing Info
- Accession Number: 00490178
- Record Type: Publication
- ISBN: 0309047722
- Files: TRIS, TRB, ATRI
- Created Date: Dec 31 1989 12:00AM