Testing of New Bridge Rail and Transition Designs: Volume VI: Appendix E: 32-in (813-mm) New Jersey Safety Shape

Buth, Eugene; Hirsch, Teddy James; Menges, Wanda L.

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Testing of New Bridge Rail and Transition Designs: Volume VI: Appendix E: 32-in (813-mm) New Jersey Safety Shape

1997-01-01
By Buth, Eugene; Hirsch, Teddy James; Menges, Wanda L.

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English

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Creators:

Buth, Eugene; Hirsch, Teddy James; Menges, Wanda L.
Corporate Contributors:

United States. Federal Highway Administration
Subject/TRT Terms:

[+]

Barriers (Roads) Bridges--Safety Measures Highway SafetyBridge Railings--Testing Impact Tests
Publication/ Report Number:

FHWA-RD-93-063
Resource Type:

Tech Report
Geographical Coverage:

United States
Corporate Publisher:

United States. Federal Highway Administration
Abstract:

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 requirements for performance level two of the 1989 AASHTO Guide Specifications for Bridge Railings. Performance was acceptable. A structural analysis of the parapet with the specified reinforcing steel indicates it will resist a force of 74 kips (329 kN) from a colliding vehicle.
Format:

PDF
Alternate URL:

https://static.tti.tamu.edu/tti.tamu.edu/documents/FHWA-RD-93-063.pdf
Funding:

DTFH61-86-C-00071
Collection(s):

Federal Highway Administration
Main Document Checksum:

[+]

urn:sha256:c153e17bfa5a77ad4425ac7b002761f9c87dab4e2ea057032bec4e0cd356de71
Download URL:

https://rosap.ntl.bts.gov/view/dot/41574/dot_41574_DS1.pdf
File Type:

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Testing of New Bridge Rail and Transition Designs: Volume VI: Appendix E: 32-in (813-mm) New Jersey Safety Shape

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