Bridge in 1771. In 1842 the Commission of Woods, Forests, and Land Revenues recommended the construction of an embankment at Chelsea to free land for development, and proposed a new bridge downstream of Battersea Bridge, and the replacement of the latter by a more modern structure. Work on the Victoria Bridge (later renamed Chelsea Bridge), a short distance downstream of Battersea Bridge, began in 1851 and was completed in 1858, with work on the Chelsea Embankment beginning in 1862. Meanwhile, the proposal to demolish Battersea Bridge was abandoned. The wooden Battersea Bridge had become dilapidated by the mid-19th century. It had grown unpopular and was considered unsafe. The newer Victoria Bridge, meanwhile, suffered severe congestion. In 1860, Prince Albert suggested that a new tollbridge built between the two existing bridges would be profitable, and in the early 1860s, the Albert Bridge Company was formed with the aim of building this new crossing. A proposal put forward in 1863 was blocked by strong opposition from the operators of Battersea Bridge, which was less than from the proposed site of the new bridge and whose owners were consequently concerned over potential loss of custom. A compromise was reached, and in 1864 a new Act of Parliament was passed, authorising the new bridge on condition that it was completed within five years. The Act compelled the Albert Bridge Company to purchase Battersea Bridge once the new bridge opened, and to compensate its owners by paying them £3,000 per annum (about £ in ) in the interim. Rowland Mason Ordish was appointed to design the new bridge. Ordish was a leading architectural engineer who had worked on the Royal Albert Hall, St Pancras railway station, the Crystal Palace and Holborn Viaduct. The bridge was built using the Ordish–Lefeuvre system, an early form of cable-stayed bridge design which Ordish had patented in 1858. Ordish's design resembled a conventional suspension bridge in employing a parabolic cable to support the centre of the bridge, but differed in its use of 32 inclined stays to support the remainder of the load. Each stay consisted of a flat wrought iron bar attached to the bridge deck, and a wire rope composed of 1,000 diameter wires joining the wrought iron bar to one of the four octagonal support columns. Construction Although authorised in 1864, work on the bridge was delayed by negotiations over the proposed Chelsea Embankment, since the bridge's