- Rio-Antirrio bridge
Infobox_Bridge
bridge_name= Rio-Antirrio Bridge38 19'20.00"N 21 46'21.00"E
caption= The piers of the Rio-Antirrio bridge can slide on their gravel beds to accommodate tectonic movement.
official_name= Charilaos Trikoupis Bridge
carries= 6 lanes, (2 lanes each way & 2 emergency lanes) & 1 pedestrian & bicycle lane
crosses=Gulf of Corinth
locale= Rio &Antirrio
maint= Gefyra SA
id=
design=Cable-stayed bridge by Berdj Mikaelian
mainspan= m to ft|560|precision=2
length= m to ft|2880|precision=2
width= m to ft|27.2|precision=2
clearance=
below=
traffic= Expected: 11,000 vehicles/day
open=August 7 ,2004
closed=
toll= Cars: 11.20 €
Motorcycles: 1.80 €
Coaches: 26.20–56.50 €
Trucks: 17.30–38.00 €
map_cue=
map_
map_text=
map_width=
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long=The Rio-Antirrio bridge ( _el. Γέφυρα Ρίου-Αντιρρίου), officially the
Charilaos Trikoupis bridge after the statesman who first envisioned it, is acable-stayed bridge crossing theGulf of Corinth nearPatras , linking the town of Rio on thePeloponnese toAntirrio on mainlandGreece .Name
Its official name is the Charilaos Trikoupis Bridge.
Charilaos Trikoupis was a 19th century Greekprime minister , and suggested the idea of building a bridge between Rio and Antirrio; however, the endeavour was too expensive at the time, when Greece was trying to get a late foot into theIndustrial Revolution .Location
The convert|2880|m|ft|0|abbr=on long bridge dramatically improves access to and from the
Peloponnese , which could previously be reached only by ferry or via theisthmus of Corinth at its extreme east end. Its width is convert|28|m|ft|0|abbr=on — it has two vehicle lanes per direction, an emergency lane and a pedestrian walkway. Its five-span four-pylon cable-stayed portion of length convert|2252|m|ft|0|abbr=on is the world's second longest cable-stayed deck; only the deck of theMillau Viaduct is longer at convert|2460|m|ft|0|abbr=on. However, as the latter is also supported by bearings at the pylons apart from cable stays, the Rio-Antirrio bridge deck might be considered the longest cable-stayed "suspended" deck.This bridge is widely considered to be an engineering masterpiece owing to several solutions applied to span the difficult site. These difficulties include deep water, insecure materials for foundations, seismic activity, the probability of
tsunami s, and the expansion of theGulf of Corinth due toplate tectonics .Construction
The bridge was planned in the mid-1990s. Site preparation and dredging began in July 1998, and construction of the massive supporting pylons in 2000. With these complete in 2003, work began on the traffic decks and supporting cables. On
May 21 ,2004 , the main construction was completed; only equipment (sidewalks, railings, etc.) and waterproofing remained to be installed. The bridge was finally inaugurated onAugust 7 ,2004 , a week before the opening of the2004 Summer Olympics inAthens -- and theOlympic torch bearers were the first to officially cross its length. One of them wasOtto Rehhagel , the German football coach who won theEuro 2004 Championships for Greece. Another one wasCostas Laliotis , the former Minister of Public Works during whose term the project had begun.The total cost of the bridge was about € 630,000,000, mostly funded by the
European Union , and it was finished ahead of its original schedule, which had foreseen completion between September and November 2004, and within budget.The structure was built by a consortium led by the French group "Vinci", and which includes the Greek companies Hellenic Technodomiki-TEV,
J&P -Avax, Athena, Proodeftiki and Pantechniki. It will operate it under concession under its "Γ.Ε.Φ.Υ.Ρ.Α." or Γαλλοελληνικός Φορέας Υπερθαλάσσιας Ζεύξης Ρίου- Αντιρίου (G.E.F.Y.R.A., Greek for "bridge", French-Greek Carrier of Oversea Connection of Rio-Antirrio) subsidiary. The lead architect wasBerdj Mikaelian .Engineering feats
Due to the peculiar conditions of the straits, several unique engineering solutions needed to be considered. The water depth reaches 65 m, the seabed is mostly of loose sediment, the seismic activity and possibility of tectonic movement is significant, and the Gulf of Corinth is expanding at a rate of about 30 mm a year. For these reasons, special construction techniques were applied. The piers are not buried into the seabed, but rather rest on a bed of gravel which was meticulously leveled to an even surface (a difficult endeavor at this depth). During an earthquake, the piers should be allowed to move laterally on the seabed with the gravel bed absorbing the energy. The bridge parts are connected to the pylons using jacks and dampers to absorb movement; too rigid a connection would cause the bridge structure to fail in the event of an earthquake. It was also important that the bridge not have too much lateral leeway either so as not to damage the piers. There is provision for the gradual expansion of the strait over the bridge's lifetime.
Trouble with cable links
On 28th January 2005, six months after the opening of the bridge, one of the cable links of the bridge snapped from the top of the M3 pylon and came crashing down on the deck. Traffic was immediately halted. The first investigation claimed that a fire had broken out on the top of the M3 pylon, after a lightning strike in one of the cables. The cable was immediately restored and the bridge re-opened.
External links
* [http://www.gefyra.gr/en/index.php Gefyra S.A. - official site]
*Structurae|id=s0001110|title=Harilaos Trikoupis Bridge
* [http://bts.stgatien.free.fr/grece2003/rion11.htm Articles showing articulations] Website in French
* [http://www.cheaptickets.gr/videos/ Video] of the bridge taken from cruise ship
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