Concrete step barrier

A concrete step barrier is a safety barrier used on the central reservation of motorways and dual carriageways as an alternative to the standard steel crash barrier.^[1]

Concrete step barrier on M1 motorway (UK)

United Kingdom

The concrete step barrier in the under construction M8 motorway in Ireland (August 2008)

With effect from January 2005 and based primarily on safety grounds, the UK National Highways policy is that all new motorway schemes are to use high-containment concrete barriers in the central reserve. All existing motorways will introduce concrete barriers into the central reserve as part of ongoing upgrades and through replacement when these systems have reached the end of their useful life. This change of policy applies only to barriers in the central reserve of high-speed roads and not to verge-side barriers. Other routes will continue to use steel barriers.^[1] Government policy ensures that all future crash barriers in the UK will be made of concrete unless there are overriding circumstances.^[2]

Ireland

The usage of the concrete step barrier has become widespread in Ireland. As of 2017, 530 kilometres (330 mi) of motorways use this barrier. Some motorways such as parts of the M8 and M6 have had the crash barrier since their original construction. Other motorways had it installed as part of their upgrade (M50).

Hong Kong

Steel guard rails (since 2000s as thrie-beam barrier)^[3] and concrete profile barrier^[4] are the barrier systems used in expressways in the territory. The designs of their beam barrier are based in American and Australian designs and concrete based in European standards.

Degradation processes

Typical crack pattern associated with the alkali-silica reaction affecting a Jersey barrier on a US highway

Various types of aggregate may undergo chemical reactions in concrete, leading to damaging expansive phenomena. The most common are those containing reactive silica, that can react with the alkalis in concrete. Amorphous silica is one of the most reactive mineral components in some aggregates containing e.g., opal, chalcedony, flint. Following the alkali-silica reaction (ASR), an expansive gel can form, that creates extensive cracks and damage on structural members.^{[citation needed]}

References

^ ^a ^b "Interim Advice Note 60/05" (PDF). Highways Agency. 20 January 2005. Retrieved 2008-12-30.
^ "Written Answers to Questions". Hansard. 8 November 2005. Retrieved 2008-12-30.
^ "Archived copy" (PDF). Archived from the original (PDF) on 2012-04-25. Retrieved 2012-11-23.{{cite web}}: CS1 maint: archived copy as title (link)
^ "Highways Department - Publications". Archived from the original on 2012-01-06. Retrieved 2011-12-26.

[ian60-1] "Interim Advice Note 60/05" (PDF). Highways Agency. 20 January 2005. Retrieved 2008-12-30.

[2] "Written Answers to Questions". Hansard. 8 November 2005. Retrieved 2008-12-30.

[3] "Archived copy" (PDF). Archived from the original (PDF) on 2012-04-25. Retrieved 2012-11-23.{{cite web}}: CS1 maint: archived copy as title (link)

[4] "Highways Department - Publications". Archived from the original on 2012-01-06. Retrieved 2011-12-26.

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