5376 x 2952 px | 45,5 x 25 cm | 17,9 x 9,8 inches | 300dpi
Aufnahmedatum:
25. September 2022
Ort:
Bridge Street, Whitby, North Yorkshire YO22 4BG
Weitere Informationen:
Whitby Swing Bridge is a pedestrian and road bridge over the River Esk in Whitby, North Yorkshire, England. The River Esk has been crossed by bridges at this location for centuries. A grant made by King Edward III in 1351 allowed the collection of tolls for the maintenance of a bridge. By the mid 1550s the tolls averaged around £6 per annum (equivalent to £2, 421 as of 2021). In 1629 an agreement was made by the justices in the North Riding to replace a wooden bridge with one which included moving parts. This was later replaced by a drawbridge, built in 1766 at a cost of £3, 000 (equivalent to £444, 000 in 2021), and later in 1835, the first swing bridge was opened designed by Francis Pickernell The River Esk has been crossed by bridges at this location for centuries. A grant made by King Edward III in 1351 allowed the collection of tolls for the maintenance of a bridge. By the mid 1550s the tolls averaged around £6 per annum (equivalent to £2, 421 as of 2021). In 1629 an agreement was made by the justices in the North Riding to replace a wooden bridge with one which included moving parts. This was later replaced by a drawbridge, built in 1766 at a cost of £3, 000 (equivalent to £444, 000 in 2021), and later in 1835, the first swing bridge was opened designed by Francis Pickernell Current bridge Bridge during an opening By the early 20th century the limited 45-foot (14 m) clearance of the 1835 bridge was restricting the size of vessels which could be built up-stream of the bridge. A replacement swing bridge was commissioned by Whitby Urban District Council. It was designed by J. Mitchell Moncrieff, later President of the Institution of Structural Engineers. As work progressed on the west side of the river bank to set a pivot for the bridge to swing, a seam of coal 10 inches (250 mm) thick was struck at 26 feet (7.9 m) below the water level. The foundations had to be sunk to a depth of 32 feet (9.8 m) below the low water mark for a secure foundation.
