Maria Pia Bridge (Ponte Maria Pia) (commonly known as Ponte Dona Maria) is a railway bridge built in 1877, and attributed to Gustave Eiffel, situated over the Portuguese northern municipalities of Porto and Vila Nova de Gaia. Part of the Linha Norte system of the national railway, the wrought iron, double-hinged, crescent arch spans 353 m (1,158 ft), 60 m (200 ft) over the Douro River.
At the time of its construction, it was the longest single-arch span in the world; today, it is no longer used for rail transport and was replaced by a modern structure in 1991. It is often confused with the D. Luís Bridge, which was built nine years later and is located 1 kilometre (0.62 mi) to the west, but resembles the structure, albeit with two decks.
Maria Pia Bridge, and its history
At the end of the 18th century, the use of cast iron began to replace laminated steel (along with use of reinforced concerete) on rail bridges, making it essential for the expansion of the rail network. In addition to permitting creative uses, due to its characteristics and new materials, the materials allowed the ability to overcome difficult terrains. Although developments in England were pioneering, it was the bridge conceived by Gustave Eiffel (1832–1923) for the Bordeaux in 1860, designed by La Passerelle, that became the model of various projects. Similar to other European bridges, the development of modern bridges in Portugal accompanied the growth of transport networks, during the Fontist politics of the middle of the 18th century Regeneration period. The first metallic bridge in Portugal, the Ponte Pênsil, was constructed over the Douro, due to the commercial activities of British merchants between the two riverbanks. Meanwhile the extension of the Linha Norte to Devezas did not support the commercial interests of Porto and Gaia.
The original construction project for the Maria Pia Bridge was adjudicated in 1875, with its construction beginning on 5 January 1876. In 1875, the Royal Portuguese Railway Company announced a competition for a bridge to carry the Lisbon to Porto railway across the river Douro. This was very technically demanding:the river was fast-flowing, its depth could be as much as 20 m (66 ft) during times of flooding and the riverbed was made up of a deep layer of gravel. These factors ruled out the construction of piers in the river, so that the bridge would have to have a central span of 160 m (520 ft). At the time the longest bridge span was the 156 m (512 ft) of the bridge built by James B. Eads over the Mississippi at St Louis. When the project was approved, João Crisóstomo de Abreu e Sousa, member of the Junta Consultiva das Obras Públicas (Consultative Junta for Public Works) considered that the platform should have two lanes.
Gustave Eiffel’s design proposal, priced at 965,000 French francs, was the least expensive of the four designs considered, around two thirds of the cost of the nearest competitor. Since the company was relatively inexperienced, a commission was appointed to report on their suitability to undertake the work. Their report was favorable, although it did emphasise the difficulty of the project:
“The complete study of a structure of this size presents great difficulties. The methods of calculation known up until now can only be applied in practise with the aid of hypotheses which depart from established fact to a greater or lesser extent, and thus render the projected results uncertain.”
Responsibility for the actual design is difficult to attribute, but it is probable that a large part was played by Théophile Seyrig, Eiffel’s business partner, who presented a paper on the bridge to the Société des Ingénieurs Civils in 1878. Eiffel, in his account of the bridge, which accompanied the 1:50 scale model exhibited at the 1878 World’s Fair, credited Seyrig, along with Henry de Dion, with work on the calculations and drawings.
Construction started on 5 January 1876, and work on the abutments, piers and approach decking was complete by September. Work then paused due to winter flooding, and the erection of the central arch span was not re-started until March 1877. Construction was completed on 1 October 1877. By 28 October 1877, the platform was mounted and concluded, with the work on the 1,500 tonnes (3,300,000 lb) bridge executed using a compliment of 150 workers finishing on 30 October 1878. Tests were performed between 1 and 2 November, leading to the 4 November inauguration by King D. Louis I and Queen Maria Pia of Savoy (to which it received the name).
Between 1897 and 1898 there was some concern by technicians about the integrity of the bridge; its 3.1 metres (10 ft) width, the interruption of principal beams, its lightweight structure resulted in an elastic nature. In 1890, in Ovar, the Oficina de Obras Metálicas (Metal Works Office) existed to support the work to reinforce and repair those structures. As a consequence, restrictions were placed on transit over the structure between 1900 and 1906:weight limited to 14 tons per lane and velocity to 10 kilometres (6.2 mi) per hour. Alterations to the platform of the bridge were performed under the initiatives of Xavier Cordeiro in 1900. These were followed between 1901 and 1906 by improvements to the triangular beams were performed by the Oficina of Ovar. Consulting with a specialist in metallic structures (the French engineer Manet Rabut) in 1907, the Oficina concluded that the arch and the works performed on the bridge were sufficient to allow circulation. But, this did not impede further work on the fore- and aft-structural members to make the bridge more accessible and to reinforce the main pillars.
In 1916, a commission was created to study the possibility of a secondary transit between Vila Nova de Gaia and Porto.
By 1928, the Maria Pia Bridge was already an obstacle to transit.
In 1948, engineer João de Lemos executed a several studies to evaluate the bridge’s condition:study of the platform (including structural members); analysis of the continuous beams and the arch’s structural supports. The analysis of the stability of the bridge was handled by the Laboratório Nacional de Engenharia Civil (LNEC), that resulted in the injection of cement and repair of the masonry joints and pillars, that connected with metallic structures. At the same time, flaking paint was removed from the structure and issues with corrosion were treated during the work, that included repainting with new metallic paint. These projects resulted from the need to improve the structure for the beginning of CP service across the bridge with improved Series 070 locomotives on 1 November 1950. Following a decade of service, an analytic study in 1966 began to analyze upgrading service to electrical locomotives (Bò-Bó), leading to the end of the electrification of the Linha Norte. Verification, in loco, determined stressed tests for the structure in 1969.
In 1998, there was a plan to rehabilitate and illuminate the Maria Pia Bridge, resulting in the establishment of a tourist train attraction between the Museu dos Transportes and the area that included the wine cellars of Porto, a route that included 1.8 kilometres (1.1 mi), using a tunnel formerly closed under the historic centre of Porto.
In 1990, the Maria Pia Bridge was classified by the American Society of Engineering (ASCE) as an International Historic Civil Engineering Landmark. But, in 1991, rail circulation over the bridge was discontinued, owing to there being only one via and speed restrictions, limiting transit to 20 kilometres (12 mi) per hour, or cargo. The rail functions were tranisted in 1991 over the São João Bridge (designed by engineer Edgar Cardoso).
Maria Pia bridge and its Architecture
The Maria Pia Bridge is situated in an urban cityscape, over the Douro River, connecting the mount of Seminário, in the municipality of Porto, to the Serra do Pilar, in the lightly populated section of the municipality of Vila Nova de Gaia.
The structure consists of a deck 354.375 m (1,162.65 ft) long, supported by two piers on one side of the river and three on the other, with a central arch with a span of 160 m (520 ft) and a rise of 42.6 m (140 ft). It is supported on three pillars in Vila Nova da Gaia and by two pillars in Porto. Two shorter pillars support the arch. The five, interlaced support pillars are constructed of a pyramidal format over granite masonry blocks, over six veins, three of which are 37.390 metres (122.67 ft) on the Gaia side and 37.400 metres (122.70 ft) on the Porto side.
Another innovation was the method of construction used for the central arch. Since it was impossible to use any falsework, the arch was built out from the abutments on either side, their weight being supported by steel cables attached to the top of the piers supporting the deck. The same method was also used to build the decking, temporary tower structures being built above deck level to support the cables. This technique had been previously used by Eads, but its use by Eiffel is a good example of his readiness to use the latest engineering techniques.
Over the Maria Pia Bridge are painted ironwork guardrails over granite masonry.
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