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Home > Roadway Departure Safety > Policy/Guidance > Roadside Hardware Policy and Guidance > Longitudinal Barriers > Guardrail Transitions
Guardrail Transitions
T 5040.34
June 8, 1993
U.S. Department of Transportation
Federal Highway Administration
Figure 7B: W-BEAM TRANSITION TO SAFETY SHAPE (Steel Post With Rubrail)
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Program Contact
John Dewar
Roadway Departure Team Leader
john.dewar2@dot.gov
202-366-2218
What’s New
Guidance memorandum on the Roadside Design Guide - 4th Edition NEW!
Memorandum - Roadside Safety Hardware-Federal-Aid Reimbursement Eligibility Process NEW!
2009 MUTCD Compliance Dates Revised NEW!
FHWA Technical Advisory T 5040.40: Center Line Rumble Strips NEW!
FHWA Memo: Technical Advisories for Rumble Strips NEW!
Roadway Departure Safety Implementation Plans
Roadway Departure Countermeasures
Roadside Design: Steel Strong Post W-beam. A guidance memo was issued on May 17, 2010 on the height of guardrail for new installations. Guidance regarding existing guardrail will be developed in the next several months, in consultation with AASHTO’s Technical Committee on Roadside Safety.
Pavement Marking Retroreflectivity Notice of Proposed Rulemaking [HTML, PDF]
MUTCD Text of the Proposed Pavement Marking Retroreflectivity Standard
Summary of the MUTCD Pavement Marking Retroreflectivity Standard
Revised Assessment of Economic Impacts of Pavement Marking Retroreflectivity
Publications
Low Cost Treatments for Horizontal Curve Safety
The Safety Edge
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