History in Structure

This site is entirely user-supported. See how you can help.

Adam Viaduct

A Grade II Listed Building in Wigan, Wigan

Approximate Location Map
Large Map »
Street View
Contributor Photos »

Street View is the best available vantage point looking, if possible, towards the location of the building. In some locations, Street View may not give a view of the actual building, or may not be available at all. Where it is not available, the satellite view is shown instead.

Coordinates

Latitude: 53.541 / 53°32'27"N

Longitude: -2.6476 / 2°38'51"W

OS Eastings: 357179

OS Northings: 405124

OS Grid: SD571051

Mapcode National: GBR 9WYH.LC

Mapcode Global: WH97Y.98G7

Entry Name: Adam Viaduct

Listing Date: 23 March 2001

Grade: II

Source: Historic England

Source ID: 1061327

English Heritage Legacy ID: 489510

Location: Wigan, WN5

County: Wigan

Electoral Ward/Division: Douglas

Built-Up Area: Wigan

Traditional County: Lancashire

Lieutenancy Area (Ceremonial County): Greater Manchester

Church of England Parish: Wigan St James with St Thomas

Church of England Diocese: Liverpool

Find accommodation in
Ince-in-Makerfield

Listing Text

SD50NE WALLGATE
24/2/10079 Wigan
23-MAR-01 (South,off)
Adam Viaduct

II

Under bridge, set within longer railway embankment. 1946 by the London, Midland and Scottish Railway; chief engineer W K Wallace; contractors Leonard Fairclough Limited. Reinforced pre-stressed pre-cast deck units on in-situ reinforced concrete piers set on old foundations. Pre-cast concrete parapet units, and original concrete handrails and standards on east side. Four spans, the end two 29'9" wide, those in the centre 29'4" and 28'6" wide, with a deck formed of `I'-beams 32" deep. The small space between the top flanges of the `I'-beams which supported the tracks is grouted, and high-tensile tie roads, tightened by the nuts at each end, tie the beams together so that they act together under live load.

The Adam Viaduct is internationally understood to be the earliest pre-stressed railway bridge in England. Only examples in Switzerland are considered to be earlier. The LMS had established a pioneering research institution in 1932 at Derby, where it built extensive testing laboratories in 1935. It developed the use of pre-cast concrete in the 1930s because it was strong, long-lasting and cheap, and because pre-cast units could be installed on the line quickly. But the large depth of the beams required for spans of up to forty feet made the technique of limited use for under bridges. Pre-stressed beams were used for emergency repairs in the war, but this is their first full-scale, designed use.

Sources
Arthur Dean, Prestressed Concrete applied to the Construction of Railway Bridges and Other Works, Proceedings of the Institution of Civil Engineers Railway Division, vol.44, 1951, p.14
Concrete and Constructional Engineering, vol.42, 1947, pp.305-8
F G Thomas, Prestressed Concrete, n.d.

This text is from the original listing, and may not necessarily reflect the current setting of the building.

Other nearby listed buildings

BritishListedBuildings.co.uk is an independent online resource and is not associated with any government department. All government data published here is used under licence. Please do not contact BritishListedBuildings.co.uk for any queries related to any individual listed building, planning permission related to listed buildings or the listing process itself.

British Listed Buildings is a Good Stuff website.