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Winchburgh Tunnel

Railway Tunnel (19th Century)

Site Name Winchburgh Tunnel

Classification Railway Tunnel (19th Century)

Alternative Name(s) Winchburgh, Railway Tunnel

Canmore ID 278830

Site Number NT07NE 117

NGR NT 09065 75004

Datum OSGB36 - NGR

Permalink http://canmore.org.uk/site/278830

Ordnance Survey licence number AC0000807262. All rights reserved.
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Administrative Areas

  • Council West Lothian
  • Parish Kirkliston (West Lothian)
  • Former Region Lothian
  • Former District West Lothian
  • Former County West Lothian

Archaeology Notes

NT07NE 117 09065 75004

Extends onto map sheet NT07SE.

For Winchburgh Junction (to NW), see NT07NE 118.

Tunnel [NAT] (at NT 0907 7493)

OS 1:10,000 map, 1983.

This tunnel carries the Edinburgh (Newbridge Junction) - Linlithgow portion of the Edinburgh - Glasgow 'direct' route of the former North British Rly beneath the village of Winchburgh (NT07SE 16). It remains in regular use by passenger traffic.

The location assigned to this record defines its midpoint. The available map evidence indicates that it extends from NT c. 09017 75199 to NT c. 09105 74871.

Information from RCAHMS (RJCM), 13 February 2006.

Activities

Construction (1842)

Edinburgh and Glasgow Railway.

Project (2007)

This project was undertaken to input site information listed in 'Civil engineering heritage: Scotland - Lowlands and Borders' by R Paxton and J Shipway, 2007.

Publication Account (2007)

Winchburgh Tunnel was designed by Miller and operational since 1842, is 367 yards long and 20 ft high. It too formed part of Gibb & Son’s 9000 yards Edinburgh & Glasgow Railway Almond Valley contract, the first let on the railway in February 1839 in the sum of £147 669, and which included the heaviest work on the line.

The tunnel, which was cut through a ridge of blaes and hard whin rock, took 24 months to complete and was ‘lined with brick work formed to the radii of the curves and the lime used of a uniform thickness and as little in quantity as consistent with making solid work. The bricks well burnt and in every respect sound and hard and the lime mortar used properly wrought in a Pug Mill’. Miller set out the line.

In December 1839 fire damp was encountered in cutting the tunnel and a man was severely burned. After Miller had agreed that Gibb & Son would be entitled to additional payment for making a middle shaft and a mine right through the ridge for ventilation, this seems to have been done. In digging the cuttings and tunnel, Gibb & Son removed 200 000 tons of rock more than indicated from the borings and had to work at night at 30–40% above the agreed daywork rates. The whole project proved heavier and more costly than expected and contributed to Gibb’s loss.

Great difficulty was experienced in keeping the cutting west of the tunnel dry because, instead of lowering Myers Burn below railway level as provided for in the contract, which would have allowed the cutting to drain, Miller insisted in carrying the burn under the railway in a twin 4 ft diameter cast-iron inverted siphon which adjoins the bridge seen in the railway accident view of 1862. This saved the company £3000—£4000 on excavation, but caused Gibb & Son to have steam engines constantly pumping to prevent severe flooding, and led to a substantial claim.

In 1841 Gibb & Son, in order to complete on time, used two locomotives on newly completed track to convey, upwards of a mile, and deposit on the embankments at least 2500 tons of earth and rock every 24 hours.

R Paxton and J Shipway 2007

Reproduced from 'Civil Engineering heritage: Scotland - Lowlands and Borders' with kind permission of Thomas Telford Publishers.

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