Victoria Viaduct

Victoria Viaduct, originally known as the Victoria Bridge, is a stone arch rail viaduct spanning the River Wear about 1 mile (1.6 km) south-east of Washington in North East England. It was built as part of the Durham Junction Railway under the supervision of Thomas Elliot Harrison.

Victoria Viaduct
Victoria Viaduct in 2006
Coordinates54.8847°N 1.5028°W / 54.8847; -1.5028
OS grid referenceNZ319546
CarriesLeamside line
CrossesRiver Wear
LocaleWearside
Other name(s)Victoria Bridge
OwnerNetwork Rail
Maintained byNetwork Rail
Heritage statusGrade II* listed
Network Rail Bridge IDMAC3 133(1)
Preceded byPenshaw Bridge
Followed byCox Green Footbridge
Characteristics
Material
Total length810 ft 9 in (247 m)
Height23 ft 4 in (7 m)
Longest span160 ft (49 m)
No. of spans10
Rail characteristics
No. of tracks2 (No longer in situ)
Track gauge1,435 mm (4 ft 8 1⁄2 in)
History
DesignerJames Walker
Constructed byJohn Gibb & Son.
Construction start17 March 1836
Construction end28 June 1838
Construction cost£40,338
OpenedAugust 1838 (1838-08)
Closed1991 (Mothballed)
Victoria Viaduct
Location in Tyne and Wear

History and design

The bridge was constructed as part of the Durham Junction Railway, which had been sanctioned by act of parliament in 1834; the act allowed for traffic tolls on a bridge over the Wear, including tolls for road and foot crossing.[1] A 170 ft (52 m) iron bridge suitable for passage by rail, foot and road vehicle was designed by John Green of Newcastle, but instead a stone arch bridge designed by James Walker was chosen.[2] The contract to build the bridge was given to John Gibb & Son. of Aberdeen.[3]

The Bridge under construction, woodcut from "The Local Historian's Table Book".[4]

The design was based upon the Alcántara Bridge in Spain. Construction began 17 March 1836 and was completed on 28 June 1838, the date of the coronation of Queen Victoria; as a result it was called 'Victoria Bridge'. The cost of construction was £40,338 5s. 10d.[5][note 1]

The bridge is 810 ft 9 in (247.12 m) in length and 23 ft 4 in (7.11 m) in width, with a height above water level of the top point of the arches of approximately 120 ft (37 m) It was constructed entirely of locally quarried Penshaw sandstone, excluding the quoins stones of the main arches, made of aberdeen granite.[6][7] The viaduct carried a double track railway, and had a walkway on either side for pedestrians.[8]

The main arches had spans of 100 ft (30 m); 160 ft (49 m); 144 ft (44 m); and 100 ft (30 m). At either end of the viaduct were sets of three smaller spans of 20 ft (6.1 m).[note 2] The main arches were semicircular with the exception of the main 160 ft span, which was a circular segment, spanning 160 ft with a rise of 72 ft. The three main piers and one of the arch abutments were founded on bedrock, the river pier required excavation to a depth of 24 ft (7.3 m) below the river bed to obtain that footing. One arch abutment was founded on 14 ft (4.3 m) long, 10 in (250 mm) diameter scotch fir piles, spaced at 3 ft (0.91 m). Above the first 5 ft (1.5 m) the piers contained voids to minimise mass.[10][7][note 3]

The bridge and line opened in August 1838.[5] As built it was one of the largest bridges in Europe, being exceeded in arch length by the River Dee bridge at Chester, and in height by the Alacantra bridge, but not by other structures in both dimensions.[11]

Scheduled passenger trains on the line and viaduct ceased in 1964 following the Beeching Axe. The bridge continued to carry freight, and was renovated in 1989/90. Diverted passenger trains also used it occasionally, especially while the East Coast Main Line was being electrified. After closure of the freight terminal at Follingsby in 1991 the line and bridge were mothballed. [12] The structure was grade II* listed in 1985.[13]

gollark: ARE RTGs OKAY?
gollark: IT'LL BE SHIELDED.
gollark: YES, WELL.
gollark: OH PLEASE, THERE'S NOT ACTUALLY AN ACTIVE REACTOR THERE.
gollark: Rule 666⅝: 666¾ is always valid. 666¾ has always been valid. 666¾ will always be valid.

See also

Notes
  1. In The Theory, Practice, and Architecture of Bridges of Stone, Iron, Timber.. the contracted cost is given as £34,619 and the actual cost as £38,000.(Weale et al. 1843, pp. cxxii)
  2. Walker's original design had full arches at either end, and a total length of 135ft – the design was modified to replace both of the end arches with three smaller arches. Walker was unhappy with this modification,(Tomlinson 1915, p. 319) and the architect Charles Barry was also critical of the change.[9]
  3. In Account of the Victoria Bridge, Erected Across the River Wear (Brenner 1843) an erroneous span width of 60ft is given for one of the main arches

Further reading
  • Whishaw, Francis (1842), The Railways of Great Britain and Ireland, Durham Junction Railway, pp.72-3
  • Rennison, Robert William (1996), Civil Engineering Heritage: Northern England, Thomas Telford Publishing, Ch.2 "Tyne and Wear", 21. "Victoria Viaduct, Penshaw", pp.67-8, ISBN 07277-2518-1

Notes
  1. Tomlinson 1915, pp. 224-5.
  2. Tomlinson 1915, p. 227.
  3. Tomlinson 1915, p. 268.
  4. Richardson 1846, p. 39.
  5. Tomlinson 1915, p. 318.
  6. Brenner 1843, p. 97.
  7. Weale et al. 1843, pp. cxxi.
  8. Tomlinson 1915, p. 319.
  9. Richardson, Benjamin Ward (1891), Thomas Sopwith : with excerpts from his diary of fifty-seven years, Longmans, Green & Co., pp. 138–9
  10. Brenner 1843.
  11. Urban, Sylvanus, ed. (September 1838), The Gentleman's Magazine, 165 (X of new series), William Pickering / John Bowyer Nichols and Son, p. 429
  12. "Victoria Viaduct", www.forgottenrelics.co.uk
  13. Historic England. "VICTORIA RAILWAY BRIDGE (1354978)". National Heritage List for England. Retrieved 5 October 2015.

References
Next bridge upstream River Wear Next bridge downstream
Penshaw Bridge  Victoria Viaduct
Grid reference: NZ319546		 Cox Green Footbridge 
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