{"id":16226,"date":"2024-09-30T09:27:15","date_gmt":"2024-09-30T09:27:15","guid":{"rendered":"https:\/\/teixeiraduarteconstrucao.com\/?post_type=tm_portfolio&p=16226"},"modified":"2024-09-30T09:27:15","modified_gmt":"2024-09-30T09:27:15","slug":"railway-crossing-of-sado-river-and-access-ways","status":"publish","type":"tm_portfolio","link":"https:\/\/teixeiraduarteconstrucao.com\/en\/projects\/railway-crossing-of-sado-river-and-access-ways\/","title":{"rendered":"Railway Crossing of Sado River and Access Ways"},"content":{"rendered":"

BYPASS TO <\/span>ALC\u00c1CER<\/span> DO SAL \u2013 <\/span>2ND<\/span> PHASE<\/span>
\nRAILWAY CROSSING OF SADO AND <\/span><\/span><\/span>ACCESS VIADUCTS<\/span><\/span>
\n<\/span><\/h1>\n

Client<\/strong>: REFER \u2013 Rede Ferrovi\u00e1ria Nacional, E.P.
\nLocation<\/strong>: Alc\u00e1cer do Sal \u2013 Portugal
\nExecution Period<\/strong>: 33 months
\nConclusion Year<\/strong>: 2010<\/p>\n

 <\/p>\n

This project consisted of the execution, in the South railway line, km 8+350 and km 11+265, <\/span>Alc\u00e1cer<\/span> do Sal \u2013 Portugal, of the following activities<\/span><\/span>:<\/p>\n

Construction of a bridge with spans, with a length of 480 meters, metallic deck with <\/span>bow-strings<\/span> in the spans with a height of 26,30 meters.<\/span><\/span>\u00a0<\/span>
<\/span>Southern access viaduct with a length of 1.140 meters: 17 spans of 45 m and 10 spans of 37,5 meters.<\/span><\/span>\u00a0<\/span>
<\/span>Northern access viaduct with a length of 1.114,5 meters: 19 spans of 45 m, 6 spans of 37,5 m and 1 span of 34,75 m.<\/span><\/span>\u00a0<\/span><\/p>\n

Piles \u00d8 <\/span>1200mm<\/span> (41 units):\u00a0 675 m<\/span><\/span>\u00a0<\/span>
<\/span>Piles \u00d8 <\/span>1500mm<\/span> (192 units):<\/span><\/span> 5.250 m<\/span><\/span>\u00a0<\/span>
<\/span>Piles \u00d8 <\/span>2000mm<\/span> (42 units):<\/span><\/span>\u00a0 1.380 m<\/span><\/span>\u00a0<\/span>
<\/span>Cofferdams in the river using sheet piles <\/span>AU18<\/span> (4 units): 4950 <\/span>m\u00b2<\/span><\/span>\u00a0<\/span>
<\/span>Cofferdams in the margins (20 units):\u00a0 11.500 <\/span>m\u00b2<\/span><\/span>\u00a0<\/span><\/p>\n

Concrete: 64.000 <\/span>m\u00b3<\/span><\/span>\u00a0<\/span>
<\/span>Steel <\/span>A500<\/span>:\u00a0 8.700 ton<\/span><\/span>s<\/span><\/span>\u00a0<\/span>
<\/span>Formwork:\u00a0 100.000 <\/span>m\u00b2<\/span><\/span>\u00a0<\/span>
<\/span>Steel sheet and profiles: 12.000 tons<\/span><\/span>\u00a0<\/span><\/p>\n

 <\/p>\n