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56-484: Shortly after it was completed, after several days of heavy rain, the viaduct collapsed on 10 January 1846. The cause of the collapse was never determined. One theory was that it had been filled with ballast before the mortar was dry. Another theory blamed the lime mortar which had been obtained from local sources. Whatever the cause, Brassey rebuilt the viaduct at his own expense, this time using lime of his own choice. The viaduct reopened in 1847, and still stands and

112-462: A coating of petroleum wax, and an extruded polyethylene sheath). The exterior envelope of the stays is itself coated along its entire length with a double helical weatherstrip. The idea is to avoid running water which, in high winds, could cause vibration in the stays and compromise the stability of the viaduct. The stays were installed by the Freyssinet company. To allow for deformations of

168-543: A landscape, usually by bridging a river valley or other eroded opening in an otherwise flat area. Often such valleys had roads descending either side (with a small bridge over the river, where necessary) that become inadequate for the traffic load, necessitating a viaduct for "through" traffic. Such bridges also lend themselves for use by rail traffic, which requires straighter and flatter routes. Some viaducts have more than one deck, such that one deck has vehicular traffic and another deck carries rail traffic. One example of this

224-607: A repurposed rail viaduct provides a garden promenade on top and workspace for artisans below. The garden promenade is called the Coulée verte René-Dumont while the workspaces in the arches below are the Viaduc des Arts . The project was inaugurated in 1993. Manhattan's High Line , inaugurated in 2009, also uses an elevated train line as a linear urban park . In Indonesia viaducts are used for railways in Java and also for highways such as

280-506: A second definition study was made by five associated architect groups and structural engineers. In January 1995, the government issued a declaration of public interest to solicit design approaches for a competition. In July 1996 the jury decided in favour of a cable-stayed design with multiple spans, as proposed by the SODETEG consortium led by Michel Virlogeux , Norman Foster and Arcadis . The decision to proceed by grant of contract

336-627: Is a 19th-century derivation from an analogy with ancient Roman aqueducts . Like the Roman aqueducts , many early viaducts comprised a series of arches of roughly equal length. The longest viaduct in antiquity may have been the Pont Serme which crossed wide marshes in southern France. At its longest point, it measured 2,679 meters with a width of 22 meters. Viaducts are commonly used in many cities that are railroad hubs , such as Chicago, Birmingham, London and Manchester . These viaducts cross

392-472: Is a specific type of bridge that consists of a series of arches, piers or columns supporting a long elevated railway or road. Typically a viaduct connects two points of roughly equal elevation, allowing direct overpass across a wide valley, road, river, or other low-lying terrain features and obstacles. The term viaduct is derived from the Latin via meaning "road", and ducere meaning "to lead". It

448-507: Is built across land rather than water, the space below the arches may be used for businesses such as car parking, vehicle repairs, light industry, bars and nightclubs. In the United Kingdom, many railway lines in urban areas have been constructed on viaducts, and so the infrastructure owner Network Rail has an extensive property portfolio in arches under viaducts. In Berlin the space under the arches of elevated subway lines ( S-Bahn )

504-489: Is direct and without tolls for the 340 kilometres (210 mi) between Clermont-Ferrand and Béziers, except for the bridge. The Eiffage group, which constructed the Viaduct also operates it, under a government contract, which allows the company to collect tolls for up to 75 years. As of 2018, the toll bridge costs €8.30 for light automobiles (or €10.40 during the peak season of 15 June to 15 September). Each of

560-516: Is in use today. The building of the Viaduct is fictionalized in Julian Barnes 's short story "Junction," published in his 1996 volume Cross Channel . 49°32′51″N 0°57′24″E  /  49.54750°N 0.95667°E  / 49.54750; 0.95667 This article about a bridge in France is a stub . You can help Misplaced Pages by expanding it . Viaduct A viaduct

616-714: Is inside the perimeter of the Grands Causses regional natural park. The Millau Viaduct forms the last link of the existing A75 autoroute (known as "la Méridienne"), from Clermont-Ferrand to Béziers . The A75, with the A10 and A71, provides a continuous high-speed route south from Paris through Clermont-Ferrand to the Languedoc region, thence to Spain , considerably reducing the cost and time of vehicle traffic travelling along this route. Many tourists heading to southern France and Spain follow this route because it

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672-526: Is situated at each side of the toll plaza. The total cost was €20 million . The rest area of Brocuéjouls, named Aire du Viaduc de Millau , is situated just north of the viaduct, and is centred on an old farm building named 'Ferme de Brocuéjouls'. It was inaugurated by the prefect of Aveyron , Chantal Jourdan, on 30 June 2006, after 7 months of works. The farm and its surroundings can accommodate entertainment and tourism promotion activities. The cost of this work amounted to €5.8 million : Unusually for

728-439: Is supported by four concrete pilings. Each piling is 15 metres (49 ft) deep and 5 metres (16 ft) in diameter, assuring the stability of the pylons. At the top of the pilings a large footing was poured, 3–5 metres (10–16 ft) in thickness,to reinforce the strength of the pilings. The 2,000 cubic metres (2,600 cu yd) of concrete necessary for the footings was poured at the same time as pilings. In March 2002,

784-908: Is the Prince Edward Viaduct in Toronto, Canada, that carries motor traffic on the top deck as Bloor Street , and metro as the Bloor-Danforth subway line on the lower deck, over the steep Don River valley . Others were built to span settled areas, crossing over roads beneath—the reason for many viaducts in London. Viaducts over water make use of islands or successive arches. They are often combined with other types of bridges or tunnels to cross navigable waters as viaduct sections, while less expensive to design and build than tunnels or bridges with larger spans, typically lack sufficient horizontal and vertical clearance for large ships. See

840-532: Is transmitted by an Ethernet network to a computer in the IT room at the management building situated near the toll plaza . The toll plaza is on the A75 autoroute ; the bridge toll booths and the buildings for the commercial and technical management teams are situated 4 kilometres (2.5 mi) north of the viaduct. The toll plaza is protected by a canopy in the shape of a leaf, formed from tendrilled concrete , using

896-407: Is used for several different purposes, including small eateries or bars. Elevated expressways were built in major cities such as Boston ( Central Artery ), Los Angeles, San Francisco, Seoul , Tokyo and Toronto ( Gardiner Expressway ). Some were demolished because they were unappealing and divided the city. In other cases, viaducts were demolished because they were structurally unsafe, such as

952-616: The Aveyron department in the Occitanie Region, in Southern France . The design team was led by engineer Michel Virlogeux and English architect Norman Foster . As of October 2023, it is the tallest bridge in the world , having a structural height of 343 metres (1,125 ft). The Millau Viaduct is part of the A75 – A71 autoroute axis from Paris to Béziers and Montpellier . The cost of construction

1008-542: The Chesapeake Bay Bridge-Tunnel . The Millau Viaduct is a cable-stayed road-bridge that spans the valley of the river Tarn near Millau in southern France. It opened in 2004 and is the tallest vehicular bridge in the world, with one pier's summit at 343 metres (1,125 ft). The viaduct Danyang–Kunshan Grand Bridge in China was the longest bridge in the world as of 2011 . Where a viaduct

1064-645: The Embarcadero Freeway in San Francisco, which was damaged by an earthquake in 1989. However, in developing nations such as Thailand ( Bang Na Expressway , the world's longest road bridge ), India ( Delhi-Gurgaon Expressway ), China, Bangladesh, Pakistan, and Nicaragua, elevated expressways have been built and more are under construction to improve traffic flow, particularly as a workaround of land shortage when built atop surface roads. Other uses have been found for some viaducts. In Paris, France,

1120-686: The Jakarta Inner Ring Road . In January 2019, the Alaskan Way Viaduct in Seattle was closed and replaced with a tunnel after several decades of use because it was seismically unsafe. Millau Viaduct The Millau Viaduct ( French : Viaduc de Millau , IPA: [vja.dyk də mi.jo] ) is a multispan cable-stayed bridge completed in 2004 across the gorge valley of the Tarn near (west of) Millau in

1176-467: The ceracem process . Consisting of 53 elements ( voussoirs ), the canopy is 100 metres (330 ft) long and 28 metres (92 ft) wide. It weighs around 2,500 tonnes (2,500 long tons ; 2,800 short tons ). The toll plaza can accommodate sixteen lanes of traffic, eight in each direction. At times of low traffic volume , the central booth is capable of servicing vehicles in both directions. A car park and viewing station, equipped with public toilets,

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1232-416: The 1980s, high levels of road traffic near Millau in the Tarn valley were causing congestion, especially in the summer due to holiday traffic on the route from Paris to Spain . A method of bypassing Millau had long been considered, not only to ease the flow and reduce journey times for long-distance traffic, but also to improve the quality of access to Millau for its local businesses and residents. One of

1288-546: The Beipan River. In 2012, Mexico's Baluarte Bridge surpassed Millau as the world's highest cable-stayed bridge. The Royal Gorge suspension bridge in the U.S. state of Colorado is also higher, with a bridge deck approximately 291 metres (955 ft) over the Arkansas River . The Millau Viaduct is on the territory of the communes of Millau and Creissels , France, in the département of Aveyron . Before

1344-481: The Ministry of Public Works, the low solution was abandoned because it would have intersected the water table , had a negative impact on the town, cost more, and lengthened the driving distance. The choice of the 'high' solution was decided by ministerial decree on 29 October 1991. After the choice of the high viaduct, five teams of architects and researchers worked on a technical solution. The concept and design for

1400-501: The assistance of a multidisciplinary commission, the Administration of Roads selected eight structural engineers for a technical study, and seven architects for the architectural study. Simultaneously, a school of international experts representing a wide spectrum of expertise (technical, architectural, and landscape), chaired by Jean-François Coste, was established to clarify the choices that had to be made. In February 1995, on

1456-438: The base of pylon P2. Being the tallest of all, it is therefore under the most intense stress . These sensors detect movements on the order of a micrometre . Other extensometers, electrical this time, are distributed on top of P2 and P7. This apparatus is capable of taking up to 100 readings per second. In high winds, they continuously monitor the reactions of the Viaduct to extreme conditions. Accelerometers placed strategically on

1512-441: The basis of proposals of the architects and structural engineers, and with support of the school of experts, five general designs were identified. The competition was relaunched: five combinations of architects and structural engineers, drawn from the best candidates of the first phase, were formed; each was to conduct in-depth studies of one of the general designs. On 15 July 1996, Bernard Pons , minister of Public Works, announced

1568-627: The bridge was constructed, traffic had to descend into the Tarn valley and pass along the route nationale N9 near the town of Millau, causing much traffic congestion at the beginning and end of the July and August holiday season . The bridge now traverses the Tarn valley above its lowest point, linking two limestone plateaus , the Causse du Larzac and the Causse Rouge  [ fr ] , and

1624-470: The bridge was devised by French designer and structural engineer Michel Virlogeux. He worked with the Dutch engineering firm Arcadis, responsible for the structural engineering of the bridge. The 'high solution' required the construction of a 2,500-metre-long (8,200 ft) viaduct . From 1991 to 1993, the structures division of Sétra , directed by Virlogeux, carried out preliminary studies, and examined

1680-429: The bridge was tensioned overall, and weight tested. After this, the temporary pylons could be removed. The construction Millau Viaduct broke several records: Since opening in 2004, the deck height of Millau has been surpassed by several suspension bridges in China, including Sidu River Bridge , Baling River Bridge , and two spans ( Beipan River Guanxing Highway Bridge and Beipan River Hukun Expressway Bridge ) over

1736-475: The bridge will be at least 120 years. Numerous organisations opposed the project, including the World Wildlife Fund (WWF), France Nature Environnement , the national federation of motorway users, and Environmental Action. Opponents advanced several arguments: Two weeks after the laying of the first stone on 14 December 2001, workers started digging deep shafts for the pilings. Each pylon

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1792-460: The concession yields high revenues, the French government can assume control of the bridge as early as 2044. The project required about 127,000 cubic metres (166,000  cu yd ) of concrete , 19,000 tonnes (21,000 short tons ) of steel for the reinforced concrete, and 5,000 tonnes (5,500 short tons) of pre-stressed steel for the cables and shrouds. The builder claims that the lifetime of

1848-506: The concrete pylons. Between each of them, eleven stays (steel cables) are anchored, providing support for the road deck. Each mast of the Viaduct is equipped with a monoaxial layer of eleven pairs of cable-stays; laid face to face. Depending on their length, the cable stays were made of 55 to 91 high tensile steel cables, or strands, themselves formed of seven strands of steel (a central strand with six intertwined strands). Each strand has triple protection against corrosion ( galvanisation ,

1904-705: The construction work. The construction consortium was made up of the Eiffage TP company for the concrete part, the Eiffel company for the steel roadway ( Gustave Eiffel built the Garabit viaduct in 1884, a railway bridge in the neighbouring Cantal département ), and the Enerpac company for the roadway's hydraulic supports. The engineering group Setec has authority in the project, with SNCF engineering having partial control. Appia (company)  [ fr ]

1960-429: The decision of the jury, which was constituted of elected artists and experts, and chaired by Christian Leyrit, the director of highways. The solution of a multiple-span viaduct cable-stayed bridge , presented by the structural engineering group Sogelerg, Europe Etudes Gecti and Serf, and the architects Foster + Partners was declared the best. Detailed studies were carried out by the successful consortium, steered by

2016-475: The deck, on the pylons, and on the masts. The pylons, road deck, masts, and cable stays are equipped with a multitude of sensors to enable structural health monitoring . These are designed to detect the slightest movement in the Viaduct, and measure its resistance to wear-and-tear over time. Anemometers , accelerometers , inclinometers , and temperature sensors are all used for the instrumentation network. Twelve fibre optic extensometers were installed in

2072-404: The feasibility of a single structure spanning the valley. Taking into account technical, architectural, and financial issues, the Administration of Roads opened the question for competition among structural engineers and architects to widen the search for realistic designs. By July 1993, seventeen structural engineers and thirty-eight architects applied as candidates for the preliminary studies. With

2128-443: The highways authority until mid-1998. After undergoing wind tunnel tests , the shape of the road deck was altered, and detailed corrections were made to the design of the pylons . When the details were eventually finalised, the whole design was approved in late 1998. Once the Ministry of Public Works had taken the decision to offer the construction and operation of the viaduct as a grant of contract, an international call for tenders

2184-498: The large railroad yards that are needed for freight trains there, and also cross the multi-track railroad lines that are needed for heavy rail traffic. These viaducts provide grade separation and keep highway and city street traffic from having to be continually interrupted by the train traffic. Likewise, some viaducts carry railroads over large valleys, or they carry railroads over cities with many cross-streets and avenues. Many viaducts over land connect points of similar height in

2240-400: The launching technology. The sliding shutter technology for the bridge piers came from PERI . The bridge's construction cost up to €394 million , with a toll plaza 6 kilometres (3.7 mi) north of the viaduct, costing an additional € 20 million . The builders, Eiffage , financed the construction in return for a concession to collect the tolls for 75 years, until 2080. However, if

2296-408: The metal road deck under traffic, a special surface of modified bitumen was installed by research teams from Appia (company)  [ fr ] . The surface is somewhat flexible to adapt to deformations in the steel deck without cracking, but it must nevertheless have sufficient strength to withstand motorway conditions (fatigue, density, texture, adherence, anti-rutting etc.). The 'ideal formula'

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2352-425: The pylons emerged from the ground. The speed of construction then rapidly increased. Every three days, each pylon increased in height by 4 metres (13 ft). This performance was mainly due to sliding shuttering . Thanks to a system of shoe anchorages and fixed rails in the heart of the pylons, a new layer of concrete could be poured every 20 minutes. The bridge road deck was constructed on plateaus at both ends of

2408-468: The road deck monitor the oscillations that can affect the metal structure. Displacements of the deck on the abutment level are measured to the nearest millimetre. The cable stays are also instrumented, and their ageing meticulously analysed. Additionally, two piezoelectric sensors gather traffic data: weight of vehicles, average speed , density of the flow of traffic, etc. This system can distinguish between fourteen different types of vehicle. The data

2464-675: The seven pylons is supported by four deep shafts, 15 metres (49  ft ) deep and 5 metres (16 ft) in diameter. The abutments are concrete structures that provide anchorage for the road deck to the ground in the Causse du Larzac and the Causse Rouge. The metallic road deck, which appears very light despite its total mass of around 36,000 tonnes (40,000 short tons ), is 2,460 metres (8,070 ft) long and 32 metres (105 ft 0 in) wide. It comprises eight spans . The six central spans measure 342 metres (1,122 ft), and

2520-427: The solutions considered was the construction of a road bridge to span the river and gorge valley. The first plans for a bridge were discussed in 1987 by CETE , and by October 1991 the decision was made to build a high crossing of the Tarn by a structure of around 2,500 metres (8,200 ft) in length. During 1993–1994, the government consulted with seven architects and eight structural engineers . During 1995–1996,

2576-470: The tender. Because the government had already taken the design work to an advanced stage, the technical uncertainties were considerably reduced. A further advantage of this process was to make negotiating the contract easier, reducing public expense, and speeding up construction, while minimising such design work as remained for the contractor. All the member companies of the Eiffage group had some role in

2632-622: The two outer spans are 204 metres (669 ft). These are composed of 173 central box beams, the spinal column of the construction, onto which the lateral floors and the lateral box beams were welded . The central box beams have a 4 metres (13 ft 1 in) cross-section, and a length of 15–22 metres (49–72 ft) for a total weight of 90 metric tons (99 short tons ). The deck has an inverse airfoil shape, providing negative lift in strong wind conditions. The seven masts, each 87 metres (285  ft ) high, and weighing around 700 tonnes (690 long tons ; 770 short tons ), are set on top of

2688-419: The viaduct, and pushed onto the pylons using bridge launching techniques. Each half of the assembled road deck was pushed lengthwise from the plateaus to the pylons, passing across one pylon to the next. During the launching, the road deck was also supported by eight temporary towers, which were removed near the end of construction. In addition to hydraulic jacks on each plateau pushing the road decks, each pylon

2744-506: Was approximately € 394 million ( US$ 424 million ). It was built over three years, formally inaugurated on 14 December 2004, and opened to traffic two days later on 16 December. The bridge has been consistently ranked as one of the greatest engineering achievements of modern times, and received the 2006 Outstanding Structure Award from the International Association for Bridge and Structural Engineering . In

2800-430: Was found after two years of research. The electrical installations of the viaduct are large in proportion to the size of the bridge. There are 30 kilometres (19 mi) of high-current cables, 20 kilometres (12 mi) of fibre optics , 10 kilometres (6.2 mi) of low-current cables, and 357 telephone sockets; allowing maintenance teams to communicate with each other and with the command post. These are situated on

2856-481: Was issued in 1999. Five consortia tendered: Piers were built with Lafarge high performance concrete. The pylons of the Millau Viaduct, which are the tallest elements (the tallest one being 244.96 metres (803.7 ft)) were produced and mounted by PAECH Construction Enterprise from Poland. The Compagnie Eiffage du Viaduc de Millau, working with the architect Norman Foster , was successful in obtaining

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2912-661: Was made in May 1998; then in June 2000, the contest for the construction contract was launched, open to four consortia. In March 2001, Eiffage established the subsidiary Compagnie Eiffage du Viaduc de Millau (CEVM), and was declared winner of the contest and awarded the prime contract in August. In initial studies, four potential options were examined: The fourth option was selected by ministerial decree on 28 June 1989. It encompassed two possibilities: After long construction studies by

2968-564: Was responsible for prestressing the pillar heads. The steel road deck, and the hydraulic action of the road deck were designed by the Walloon engineering firm Greisch from Liège , Belgium , also an information and communication technologies (ICT) company of the Walloon Region. They carried out the general calculations and the resistance calculations for winds of up to 225 kilometres per hour (140  mph ). They also applied

3024-490: Was responsible for the job of the bituminous road surface on the bridge deck, and Forclum ( fr ) for electrical installations. Management was handled by Eiffage Concessions. The only other business that had a notable role on the building site was Freyssinet , a subsidiary of the Vinci Group specialising in prestressing . It installed the cable stays and put them under tension, while the prestress division of Eiffage

3080-422: Was roughly four minutes long. The mast pieces were driven over the new road deck lying down horizontally. The pieces were joined to form the one complete mast, still lying horizontally. The mast was then tilted upwards, as one piece, at one time in a tricky operation. In this way, each mast was erected on top of the corresponding concrete pylon. The stays connecting the masts and the deck were then installed, and

3136-429: Was topped with a mechanism on top of each pylon that also pushed the deck. This mechanism consisted of a computer-controlled pair of wedges under the deck manipulated by hydraulics. The upper and lower wedge of each pair pointed in opposite directions. The wedges were hydraulically operated, and moved repeatedly in the following sequence: The launching advanced the road deck at 600 millimetres (24 in) per cycle which

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