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032 - Forth Bridge

Object Type: Folder
In Folder: Historical Engineering Collection

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032 - Forth Bridge

The first crossing of the Forth by the railway came in 1850 when the Edinburgh, Leith and Granton Railway started the world’s first ‘train ferry’ – a ferry boat specially designed by Thomas Bouch to take railway coaches – between Granton and Burntisland. In August 1873 the North British Railway obtained authority to build a railway bridge across the Firth of Forth and construction of a suspension bridge, also designed by Thomas Bouch, began in 1878. However when Bouch’s original Tay Bridge collapsed during a storm in December 1879, work on his bridge across the Forth stopped immediately pending a full inquiry. Bouch’s suspension bridge plans were abandoned in 1881 and designs for a new bridge were invited by the newly formed Forth Bridge Railway Company which had been established jointly by those railway companies who had most to gain from a railway crossing the Forth: the North British Railway, the Midland Railway and the North Eastern and Great Northern railways. The bridge was to cross the Forth between South Queensferry, now part of Edinburgh and North Queensferry in Fife, making use of the island of Inch Garvie a little way from the north shore. Its design had to conform to specifications from both the admiralty who stipulated that the Forth remained a navigable channel, and the Board of Trade, concerned by the recent Tay Bridge disaster, who stipulated that the bridge must be rigid and stiff and capable of carrying the heaviest freight trains. John Fowler and his partner Benjamin Baker were engaged by the Forth Bridge Company to develop their cantilevered design for the bridge which took into account these restrictions. The contract for its construction was let to Messers Arrol & Co of Glasgow in 1882 and work on the bridge started in 1883. The Forth Bridge has three double cantilevers with two 1700ft suspended spans between them, at the time the longest bridge spans in the world. As required by the Admiralty, the rail level is 150ft (46m) above high water. Each of the towers has four steel tubes 12ft (3.7m) in diameter and reach to a height of 361ft (110m) above high water. Their foundations extend 89ft below this into the river bed, making the total height from foundations to the top of the towers 137 metres. The total length of the bridge, including its approach viaducts is 2,467 metres. The main structure itself measures 1,630 metres portal to portal. Baker and Fowler’s bridge was the first major construction in Britain to be made from steel; the bridge incorporates 53,000 tonnes of the material. The design of the bridge was very carefully balanced, with allowance being made for a maximum thermal expansion of 16½ inches (420mm) over the 5350ft (1630m) steel central structure. It incorporated 6.5 million rivets, which aggregated 4,200 tons weight alone. It was designed to withstand a wind force of 56lb per square foot. Building the foundations for the vast towers started with the construction of huge caissons which were built on site and sunk using compressed air. The first of the caissons was floated into position on 26 May 1884. By 1886 all the foundations were in position ready to take the steelwork. Thanks to the organisation and inventiveness of William Arrol, the bridge was completed in November 1889, just 6 years after work started (although at the time the weather was particularly cold and Arrol had to wait for milder weather conditions before the enormous structure expanded sufficiently for the final rivets to be inserted). Overall the bridge cost £3m to build and employed a workforce of 4,600 men at the height of construction. After all testing and inspections of the bridge were completed, it was formally opened by the Prince of Wales (later King Edward VII), who drove home a final gold plated rivet, on 4 March 1890. At the same ceremony, he also knighted Benjamin Baker. In 2001 a major refurbishment project on the Forth Bridge was announced. Over the following 10 years, sections of the bridge were covered with significant scaffold access systems with specially prepared screening to prevent debris from the sandblasting and paint affecting or contaminating the environment. After removing the old paint back to the metal, any steelwork that required maintenance was repaired before the new paint was applied. After thorough cleaning of the steel structure, paint was then applied in three protective layers, both by airless spray and by hand in areas particularly difficult to access, over an area of 230,000 square metres. The techniques and paint used during the refurbishment means that the bridge will not require a full paint for at least 20 years, finally putting an end to the myth that ‘painting the Forth Bridge’ is a never-ending task.

Network Rail Corporate Archive

Level of Description: Series

Reference Code: NRCA110040 - NRCA163344

Title: The Forth Bridge

Extent and Medium: 121 drawings

Creator: Forth Bridge Railway

Date: 1882-1889

Scope and Content: 121 Drawings showing various engineering elements of the Forth Bridge before and during construction.

Contract Number: n/a

Drawing Number: n/a

Drawing Office Number: n/a

Keywords (Person): Forth Bridge Railway

Keywords (Country): Scotland

Keywords (Structure Name): Forth Bridge

Keywords (Structure Type): Bridge or Viaduct

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Title

Description

Date

Forth Bridge – Progress of construction of the North Cantilever Pier

1 drawing showing the monthly progress of construction of the North Cantilever Pier as sections and elevations from 1883 to 1890

31 March 1886

Forth Bridge F. N.W. & N.E. also Q. S.W. & S.E. Saddles, Nuts and Washers for Bedplates

1 drawing showing saddles, nuts and washers for bedplates on the Fife and Queensferry piers

1882-1889

Forth Bridge – Upper Bed Plates for Fife SW Pier

2 drawings showing Upper Bed Plates for Fife SW Pier

1882-1889

Forth Bridge Railway – Forth Bridge Details of Bottom Members between Columns Queensferry and Fife Piers

Two drawings showing details of bottom members between columns and the construction of the tube - Forth Bridge

1882-1889

Forth Bridge Railway – Forth Bridge Connection of Inch-Garvie Diagonal Bracing Girders to Bedplate Bottom Boom

One drawing showing detail of the connection between the diagonal bracings and the bedplate, including the location of rivet, on the Forth Bridge.

1882-1889

Forth Bridge – Sectional plans of the top of cantilever pier

1 drawing showing sectional plans of the top of cantilever pier

1888

Forth Bridge – Wind Bracing of Bottom Member Bay 4 Upper Portion

6 drawings on one sheet showing Wind Bracing of Bottom Member Bay 4 Upper Portion

17 December 1887

Forth Bridge – Bottom Base Plate for Fife SE Pier

6 drawings on one sheet showing Bottom Base Plate for Fife SE Pier

14 July 1883

Forth Bridge Railway – Forth Bridge Cross Section of Bottom Member Between Columns Queensferry and Fife Piers

One drawing showing a cross section of a bottom member of the Fife and Queensferry piers of the Forth Bridge

19 December 1883

Forth Bridge Inch Garvie Pier. Maximum force on columns with 56lbs local wind friction from 0 to one fourth of pressure and temperature from cold to average.

1 drawing showing diagrams representing the maximum force on columns with 56lbs local wind friction from 0 to one fourth of pressure and temperature from cold to average on the Forth Bridge Inch Garvie Pier.

1882-1890

Forth Bridge – A Table of Measurements of the North and South Cantilever Piers showing Length and Width with Radius of Curve Batter 1 in 32

1 drawing showing a table of measurements of the North and South Cantilever Piers showing length and width with radius of curve Batter 1 in 32

22 December 1884

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032 - Forth Bridge

Forth Bridge – Progress of construction of the North Cantilever Pier

Forth Bridge F. N.W. & N.E. also Q. S.W. & S.E. Saddles, Nuts and Washers for Bedplates

Forth Bridge – Upper Bed Plates for Fife SW Pier

Forth Bridge Railway – Forth Bridge Details of Bottom Members between Columns Queensferry and Fife Piers

Forth Bridge Railway – Forth Bridge Connection of Inch-Garvie Diagonal Bracing Girders to Bedplate Bottom Boom

Forth Bridge – Sectional plans of the top of cantilever pier

Forth Bridge – Wind Bracing of Bottom Member Bay 4 Upper Portion

Forth Bridge – Bottom Base Plate for Fife SE Pier

Forth Bridge Railway – Forth Bridge Cross Section of Bottom Member Between Columns Queensferry and Fife Piers

Forth Bridge Inch Garvie Pier. Maximum force on columns with 56lbs local wind friction from 0 to one fourth of pressure and temperature from cold to average.

Forth Bridge – A Table of Measurements of the North and South Cantilever Piers showing Length and Width with Radius of Curve Batter 1 in 32

Forth Bridge – Plan of Inchgarvie Skewbacks

Forth Bridge – Sections of Ties for the Upper and Lower Parts of Free and Fixed Cantilevers on Bays 1 to 6

Forth Bridge Bay 3 Cantilever Vertical Tie and Cross Girder at Centre

Forth Bridge – 4th Bay of Windbracing Between Struts No.2 and Springing

Forth Bridge – Soundings at Fife SW Pier

Forth Bridge – Minimum Sections for Top Member of Free and Fixed Cantilevers

Forth Bridge – Vertical Tie at Centre of Bay 1 Showing Twist Below Crossing of Strut 1 and Tie 1