{"id":16270,"date":"2024-09-30T10:21:57","date_gmt":"2024-09-30T10:21:57","guid":{"rendered":"https:\/\/teixeiraduarteconstrucao.com\/?post_type=tm_portfolio&p=16270"},"modified":"2024-09-30T10:22:27","modified_gmt":"2024-09-30T10:22:27","slug":"special-viaducts-plot-n-of-the-sub-section-almodovar-sao-bartolomeu-de-messines","status":"publish","type":"tm_portfolio","link":"https:\/\/teixeiraduarteconstrucao.com\/en\/projects\/special-viaducts-plot-n-of-the-sub-section-almodovar-sao-bartolomeu-de-messines\/","title":{"rendered":"Special Viaducts, Plot N of the Sub-Section Almod\u00f4var \/ S\u00e3o Bartolomeu de Messines"},"content":{"rendered":"

SPECIAL VIADUCTS, PLOT N OF THE SUB-SECTION <\/span>ALMOD\u00d4VAR<\/span> \/ S\u00c3O BARTOLOMEU DE MESSINES<\/span><\/span>\u00a0<\/span><\/h1>\n

Client<\/strong>: Brisa \u2013 Autoestradas de Portugal, S.A.
\nLocation<\/strong>: A2 Almod\u00f4var\/S\u00e3o Bartolomeu de Messines \u2013 Portugal
\nConclusion Year<\/strong>: 2002<\/p>\n

 <\/p>\n

Construction of special viaducts, plot N of the sub-section <\/span>Almod\u00f4var<\/span>\/S\u00e3o Bartolomeu de Messines, Motorway <\/span>A2<\/span>, Portugal. <\/span><\/span>Execution of two special viaducts, including foundations, <\/span>structure<\/span> and finishes.<\/span><\/span>
\nBridge over river <\/span>Arade<\/span><\/span>
<\/span><\/p>\n

Viaduct over <\/span>Gavi\u00e3o<\/span> C<\/span>reek:<\/span><\/span>
<\/span>2 parallel viaducts with 680 meters each and spans distributed as follows: <\/span>30m<\/span> + 14 x <\/span>42m<\/span> + <\/span>36m<\/span> + <\/span>26m<\/span><\/span>\u00a0<\/span>
<\/span>Each deck has 17 sections, 14 of which executed with self-launching falsework<\/span><\/span>
<\/span>The total width of each deck is 18,2 m, being adopted a solution of beamed slab, with canopies in the sections over the piers<\/span><\/span>
<\/span>The abutments are of the non-retrievable type, with shallow foundations<\/span><\/span>
<\/span>The foundations are shallow<\/span><\/span>\u00a0<\/span>
<\/span>The piers range from 25 meters to 5,50 meters, including 3,0 meters of the capital<\/span><\/span>
<\/span>The deck incorporates longitudinal prestress, as well as transversal in the zone of the piers<\/span><\/span>
<\/span>The capitals also received transversal prestress<\/span><\/span>
<\/span>Execution of the pavement of the viaduct<\/span><\/span><\/p>\n

 <\/p>\n