Ashton Swing Bridge is a Grade II listed building in the local planning authority area, England. First listed on 24 May 2000. Hydraulic swing bridge. 3 related planning applications.

Ashton Swing Bridge

WRENN ID
shifting-timber-fern
Grade
II
Local Planning Authority
Constituency
Bristol South MP: Karin Smyth (Lab)
Country
England
Date first listed
24 May 2000
Type
Hydraulic swing bridge
Address
Ashton Swing Bridge, City of Bristol
OS grid reference
ST 568 720
Coordinates
51.44608, -2.62187
Source
Historic England listing

Also on this page: related consents · flood risk · radon risk · weather exposure · detailed attributes ↓

Description

The Ashton Swing Bridge is a railway and road swing bridge, now fixed, built in 1905-6 for Bristol Corporation and the Great Western Railway. Constructed as part of the Bristol Harbour lines connecting Portishead to Canon's Marsh and Wapping Wharf, the bridge's chief engineer was j.C.lnglis, with construction carried out by John Lysaght and Co of Bristol, and hydraulic machinery supplied by Armstrong Whitworth and Co. The bridge consists of steel, with squared rock-faced limestone abutments, and two piers, the southern of which supports the swinging apparatus. A large Whipple Murphy truss span, weighing approximately 1000 tons, carries a single rail track across the Avon New Cut, connecting the south side of the Floating Harbour to the north bank via the Cumberland Basin bridge.

Initially, the bridge was a joint project between the City and the GWR, although the City bore the main cost of £70,000, with the railway contributing £18,000, the original estimated cost. It originally had a road deck and an operating cabin at the top of the girder, although these have since been removed. The bridge was operated hydraulically using 182 gallons of water per cycle, and represents a late addition to the docks hydraulic system. It was swung an average of 10 times daily in its early years, but ceased operation in 1936. The railway's obligation to maintain the bridge as an opening bridge was rescinded in 1951. Following the completion of the Plimsoll Bridge road system in 1965, the road deck and cabin were removed. The bridge stands as an unusual example of a combined road/rail swing bridge.

Local climate

Ashton Swing Bridge receives an average of 860 mm of rain a year. This makes it wetter than 61% of listed buildings in the UK. Its exposure to wind-driven rain is greater than that of 68% of listed buildings.

It experiences an average of 33 freeze-thaw cycles a year, fewer than 55% of listed buildings. Of these, 14 follow at least 1 mm of rain in the preceding 48 hours. Average temperatures at this location have risen by 0.3°C per decade since 1991.

Averages for 1991–2020; temperature trend 1991–2025. Figures describe the wider area (a grid cell of roughly 10 km), not the individual site. Contains modified Copernicus Climate Change Service information 2026.

More on this building

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  • No EPC on record for this property
  • No sale records on file
  • Related listed building consents — 3 applications
  • Detailed attributes — period, style, materials, features
  • Flood risk assessment
  • Radon risk assessment
  • Weather exposure and heating demand — rain and frost month by month and year by year, wind direction, solar and humidity
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