Varioguard – Severn Bridge Suspension Cable Inspection | Case Study
29 March 2017
One of the major projects on the structure is the close inspection of the bridge’s suspension cables carried out for Highways England. Laing O’Rourke is responsible for the organising of the extensive traffic management.
Scaffold access points to the cables are needed and due to the restricted width of the bridge deck, intermittent motorway lane closures are necessary. These scaffold points are close to the bridge’s permanent safety barriers and required a secondary temporary vehicle restraint system.
ASSET VRS Varioguard steel barrier is utilised to meet the necessary safety requirements for the protection of the travelling public and site operatives involved in the works.
The Asset Vehicle Restraint System (VRS) is tested to BS EN 1317-2:1998 containment level H2. Galvanised steel elements lock together to make a rigid, energy-absorbing barrier where errant vehicles driving onto the foot section stabilises the Varioguard and limits deflection. A narrow 700 mm foot section and lightweight construction, which does not need securing to the decking, enables the barrier to be easily and safely re-positioned along the bridge as work progresses.
The Severn Bridge crossing main cable works utilise four lengths of Varioguard temporary safety barrier, up to 160 metres long.
The temporary VRS safety barrier’s construction and weight was a major consideration, as the bridge deck consists of a 12mm steel plate topped with 35mm of mastic asphalt and 3mm Shellgrip high-friction surface dressing.
A 44 tonne gross vehicle weight restriction applies on the bridge with HGVs being limited to the inside lane on both sides of the highway.
With this in mind, each end of the Varioguard temporary barrier positioned on the bridge decking requires securing to provide stability to the barrier’s length, without bolting it to the deck! Concrete TVCBs are designed to deflect errant vehicles whilst providing a solid, stable end section. Tapered 3 metre long end sections lead into the Highways England approved ASSET barrier joints whilst oblong concrete sections provide runout on the steel barrier sections.
Laing O’Rourke’s Project Engineer for the Severn Crossing has high praise for the products and companies involved in keeping the 50 year old bridge “fit for purpose”.
Laing O’Rourke advises that they have had good service and good professional support with the temporary barriers being moved quickly and efficiently. This has helped tremendously when staff are working at height, with live traffic flow above water and at night.
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