{"id":22220,"date":"2009-03-02T11:57:47","date_gmt":"2009-03-02T11:57:47","guid":{"rendered":"http:\/\/cfcsl.com\/portfolio-items\/isthmus-viaduct-cuenca-spain-2009\/"},"modified":"2024-01-16T17:19:14","modified_gmt":"2024-01-16T17:19:14","slug":"isthmus-viaduct-cuenca-spain-2009","status":"publish","type":"avada_portfolio","link":"https:\/\/cfcsl.com\/en\/portfolio-items\/isthmus-viaduct-cuenca-spain-2009\/","title":{"rendered":"Isthmus Viaduct. Cuenca. Spain. 2009"},"content":{"rendered":"

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Isthmus Viaduct. Cuenca. Spain. 2009.<\/h2><\/span>
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CFC Scope<\/strong>
\nProject<\/p>\n

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Project Manager<\/strong>
\nJavier Manterola Armis\u00e9n<\/p>\n

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Project Manager<\/strong>
\nAntonio Mart\u00ednez Cutillas<\/p>\n

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Construction end date<\/strong>
\n2009<\/p>\n

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Typology<\/strong>
\nBeam Bridges<\/p>\n

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Material<\/strong>
\nConcrete<\/p>\n<\/div>

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CONCEPTDESIGN<\/span><\/a><\/div>
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This viaduct is situated on the high-speed railway line between Madrid and Valencia. It passes by the Contreras Reservoir and has an 830 m total length. Given that the piers rest on the edges of the reservoir and reach as deep as 15 m into the reservoir bed, the bridge was initially designed to have a 90 m long span and we planned to build it using the construction procedure of incremental launching. Istmo-2 However, due to a variety of reasons the viaduct was finally built with a 66 m long span, using prestressed concrete box girder sections. It was built with the help of a large movable scaffolding truss (MSS).<\/p>\n<\/div><\/div><\/div><\/div><\/div>

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