Upgrading Transitions from Approach Guardrails to Bridge Rails


Book Description

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.













Development of Guardrail to Bridge Rail Transition


Book Description

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.




Geometric Design Practices for Resurfacing, Restoration, and Rehabilitation


Book Description

TRB’s National Cooperative Highway Research Program (NCHRP) Synthesis 417: Geometric Design Practices for Resurfacing, Restoration, and Rehabilitation documents the current state-of-the-practice related to nonfreeway resurfacing, restoration, and rehabilitation projects.




Report No. FHWA-RD.


Book Description







Two Approach Guardrail Transitions for Concrete Safety Shape Barriers


Book Description

Two approach guardrail transitions for use with concrete safety shape barriers were developed and crash tested. For this study, the transition systems were attached to the New Jersey safety shape concrete barrier; however, it is believed that these transition systems could be easily adapted to the F-shape barrier with no need for further crash testing. Both transition designs were constructed with two nested thrie beam rails measuring 2.66-mm thick. The first transition design was supported by nine W150x13.5 steel posts measuring, 1,981-mm long, while the second transition design was supported by nine 152-mm x 203-mm wood posts measuring 2,134-mm long. For both systems, post spacings consisted on one at 292 mm, five at 476 mm, and three at 952 mm. A triangular-shape concrete curb was constructed below the thrie beam rail on each approach guardrail transition system. The two transition systems successfully met the Test Level 3 requirements specified in NCHRP Report 350, "Recommended Procedures for the Safety Performance Evaluation of Highway Features."