{"id":16213,"date":"2024-09-30T09:22:13","date_gmt":"2024-09-30T09:22:13","guid":{"rendered":"https:\/\/teixeiraduarteconstrucao.com\/?post_type=tm_portfolio&#038;p=16213"},"modified":"2024-09-30T09:22:13","modified_gmt":"2024-09-30T09:22:13","slug":"construction-of-the-bridge-daule-guayaquil-including-access-ways-and-viaducts","status":"publish","type":"tm_portfolio","link":"https:\/\/teixeiraduarteconstrucao.com\/en\/projects\/construction-of-the-bridge-daule-guayaquil-including-access-ways-and-viaducts\/","title":{"rendered":"Construction of the Bridge Daule-Guayaquil, Including Access Ways and Viaducts"},"content":{"rendered":"<h1>C<span class=\"NormalTextRun SCXW154305843 BCX8\">ONSTRUCTION OF THE BRIDGE <\/span><span class=\"NormalTextRun SCXW154305843 BCX8\">DAULE<\/span><span class=\"NormalTextRun SCXW154305843 BCX8\">&#8211;<\/span>GUAYAQUIL, <span class=\"TextRun Highlight SCXW149757402 BCX8\" lang=\"EN-GB\" xml:lang=\"EN-GB\" data-contrast=\"auto\"><span class=\"NormalTextRun SCXW149757402 BCX8\"> INCLUDING ACCESS WAYS AND VIADUCTS<\/span><\/span><span class=\"EOP SCXW149757402 BCX8\" data-ccp-props=\"{&quot;201341983&quot;:0,&quot;335559740&quot;:279}\">\u00a0<\/span><\/h1>\n<p><strong>Client<\/strong>: <span class=\"NormalTextRun SCXW264280892 BCX8\">Autonomous Decentralised Government of the Municipalities of Guayaquil, <\/span><span class=\"NormalTextRun SCXW264280892 BCX8\">Samborondon<\/span><span class=\"NormalTextRun SCXW264280892 BCX8\"> and <\/span><span class=\"NormalTextRun SCXW264280892 BCX8\">Daule<\/span><br \/>\n<strong>Location<\/strong>: Guayaquil \u2013 Ecuador<br \/>\n<strong>Conclusion Year<\/strong>:<b>\u00a0<\/b>work in progress<\/p>\n<p>&nbsp;<\/p>\n<p><span class=\"TextRun Highlight SCXW233023071 BCX8\" lang=\"EN-GB\" xml:lang=\"EN-GB\" data-contrast=\"auto\"><span class=\"NormalTextRun SCXW233023071 BCX8\">Construction of the bridge <\/span><span class=\"NormalTextRun SCXW233023071 BCX8\">Daule<\/span><span class=\"NormalTextRun SCXW233023071 BCX8\"> \u2013 Guayaquil, with a length of 540 meters over river <\/span><span class=\"NormalTextRun SCXW233023071 BCX8\">Daule<\/span><span class=\"NormalTextRun SCXW233023071 BCX8\">, composed of 9 spans of <\/span><span class=\"NormalTextRun SCXW233023071 BCX8\">60m<\/span><span class=\"NormalTextRun SCXW233023071 BCX8\"> each and a clearance of approximately <\/span><span class=\"NormalTextRun SCXW233023071 BCX8\">7m<\/span><span class=\"NormalTextRun SCXW233023071 BCX8\">.<\/span><\/span><span class=\"LineBreakBlob BlobObject DragDrop SCXW233023071 BCX8\"><span class=\"SCXW233023071 BCX8\">\u00a0<\/span><br class=\"SCXW233023071 BCX8\" \/><\/span><span class=\"TextRun Highlight SCXW233023071 BCX8\" lang=\"EN-GB\" xml:lang=\"EN-GB\" data-contrast=\"auto\"><span class=\"NormalTextRun SCXW233023071 BCX8\">The foundations are composed of round metallic piles, driven into the rocky bed, with D=<\/span><span class=\"NormalTextRun SCXW233023071 BCX8\">1500mm<\/span><span class=\"NormalTextRun SCXW233023071 BCX8\"> and <\/span><span class=\"NormalTextRun SCXW233023071 BCX8\">thick.=<\/span><span class=\"NormalTextRun SCXW233023071 BCX8\">38mm<\/span><span class=\"NormalTextRun SCXW233023071 BCX8\">.<\/span><\/span><span class=\"LineBreakBlob BlobObject DragDrop SCXW233023071 BCX8\"><span class=\"SCXW233023071 BCX8\">\u00a0<\/span><br class=\"SCXW233023071 BCX8\" \/><\/span><span class=\"TextRun Highlight SCXW233023071 BCX8\" lang=\"EN-GB\" xml:lang=\"EN-GB\" data-contrast=\"auto\"><span class=\"NormalTextRun SCXW233023071 BCX8\">Metallic deck with a width of 26,6 meters, being each span composed of 9 metallic beams of variable web, on which lay the prestressed reinforced concrete pre-slabs and a compression blade of reinforced concrete.<\/span><\/span><span class=\"LineBreakBlob BlobObject DragDrop SCXW233023071 BCX8\"><span class=\"SCXW233023071 BCX8\">\u00a0<\/span><br class=\"SCXW233023071 BCX8\" \/><\/span><span class=\"TextRun Highlight SCXW233023071 BCX8\" lang=\"EN-GB\" xml:lang=\"EN-GB\" data-contrast=\"auto\"><span class=\"NormalTextRun SCXW233023071 BCX8\">On the margin of the Guayaquil, it will be built the <\/span><span class=\"NormalTextRun SCXW233023071 BCX8\">Cierro<\/span><span class=\"NormalTextRun SCXW233023071 BCX8\"> Colorado viaduct, with 270 meters of total span, <\/span><span class=\"NormalTextRun SCXW233023071 BCX8\">maintaining<\/span><span class=\"NormalTextRun SCXW233023071 BCX8\"> the bridge structural solution: a mixed structure of reinforced concrete with prestressed pre-slabs.<\/span><\/span><span class=\"LineBreakBlob BlobObject DragDrop SCXW233023071 BCX8\"><span class=\"SCXW233023071 BCX8\">\u00a0<\/span><br class=\"SCXW233023071 BCX8\" \/><\/span><span class=\"TextRun Highlight SCXW233023071 BCX8\" lang=\"EN-GB\" xml:lang=\"EN-GB\" data-contrast=\"auto\"><span class=\"NormalTextRun SCXW233023071 BCX8\">On the margin of the <\/span><span class=\"NormalTextRun SCXW233023071 BCX8\">Daule<\/span><span class=\"NormalTextRun SCXW233023071 BCX8\">, it will be built the La Joya viaduct, with 108 meters of total span, <\/span><span class=\"NormalTextRun SCXW233023071 BCX8\">maintaining<\/span><span class=\"NormalTextRun SCXW233023071 BCX8\"> the structural solution of the <\/span><span class=\"NormalTextRun SCXW233023071 BCX8\">Cierro<\/span><span class=\"NormalTextRun SCXW233023071 BCX8\"> Colorado viaduct: a mixed structure of reinforced concrete with prestressed pre-slabs.<\/span><\/span><span class=\"LineBreakBlob BlobObject DragDrop SCXW233023071 BCX8\"><span class=\"SCXW233023071 BCX8\">\u00a0<\/span><br class=\"SCXW233023071 BCX8\" \/><\/span><span class=\"TextRun Highlight SCXW233023071 BCX8\" lang=\"EN-GB\" xml:lang=\"EN-GB\" data-contrast=\"auto\"><span class=\"NormalTextRun SCXW233023071 BCX8\">Several road section will be built connection the two viaducts to the bridge, including drainages, earthworks, <\/span><span class=\"NormalTextRun SCXW233023071 BCX8\">retaining<\/span><span class=\"NormalTextRun SCXW233023071 BCX8\"> walls, finishes, signage, <\/span><span class=\"NormalTextRun SCXW233023071 BCX8\">lighting<\/span><span class=\"NormalTextRun SCXW233023071 BCX8\"> and acoustic barriers.<\/span><\/span><span class=\"EOP SCXW233023071 BCX8\" data-ccp-props=\"{&quot;201341983&quot;:0,&quot;335559740&quot;:279}\">\u00a0<\/span><\/p>\n<p><span class=\"TextRun Highlight SCXW145292813 BCX8\" lang=\"EN-GB\" xml:lang=\"EN-GB\" data-contrast=\"auto\"><span class=\"NormalTextRun SCXW145292813 BCX8\">Main quantities:<\/span><\/span><span class=\"EOP SCXW145292813 BCX8\" data-ccp-props=\"{&quot;201341983&quot;:0,&quot;335559740&quot;:279}\">\u00a0<\/span><\/p>\n<p><span class=\"TextRun Highlight SCXW210055453 BCX8\" lang=\"EN-GB\" xml:lang=\"EN-GB\" data-contrast=\"auto\"><span class=\"NormalTextRun SCXW210055453 BCX8\">\u2013 Metallic structure with structural steel <\/span><span class=\"NormalTextRun SCXW210055453 BCX8\">A588<\/span><span class=\"NormalTextRun SCXW210055453 BCX8\">: 3.500 ton<\/span><\/span><span class=\"TextRun SCXW210055453 BCX8\" lang=\"EN-GB\" xml:lang=\"EN-GB\" data-contrast=\"auto\"><span class=\"NormalTextRun SCXW210055453 BCX8\">s<\/span><\/span><span class=\"LineBreakBlob BlobObject DragDrop SCXW210055453 BCX8\"><span class=\"SCXW210055453 BCX8\">\u00a0<\/span><br class=\"SCXW210055453 BCX8\" \/><\/span><span class=\"TextRun Highlight SCXW210055453 BCX8\" lang=\"EN-GB\" xml:lang=\"EN-GB\" data-contrast=\"auto\"><span class=\"NormalTextRun SCXW210055453 BCX8\">\u2013 Structural steel for pier-piles ASTM A-588: 2.500 ton<\/span><\/span><span class=\"TextRun SCXW210055453 BCX8\" lang=\"EN-GB\" xml:lang=\"EN-GB\" data-contrast=\"auto\"><span class=\"NormalTextRun SCXW210055453 BCX8\">s<\/span><\/span><span class=\"LineBreakBlob BlobObject DragDrop SCXW210055453 BCX8\"><span class=\"SCXW210055453 BCX8\">\u00a0<\/span><br class=\"SCXW210055453 BCX8\" \/><\/span><span class=\"TextRun Highlight SCXW210055453 BCX8\" lang=\"EN-GB\" xml:lang=\"EN-GB\" data-contrast=\"auto\"><span class=\"NormalTextRun SCXW210055453 BCX8\">\u2013 EPS for backfilling areas: 38.000 <\/span><span class=\"NormalTextRun SCXW210055453 BCX8\">m\u00b3<\/span><\/span><span class=\"LineBreakBlob BlobObject DragDrop SCXW210055453 BCX8\"><span class=\"SCXW210055453 BCX8\">\u00a0<\/span><br class=\"SCXW210055453 BCX8\" \/><\/span><span class=\"TextRun Highlight SCXW210055453 BCX8\" lang=\"EN-GB\" xml:lang=\"EN-GB\" data-contrast=\"auto\"><span class=\"NormalTextRun SCXW210055453 BCX8\">\u2013 Steel bars <\/span><span class=\"NormalTextRun SCXW210055453 BCX8\">Fy<\/span><span class=\"NormalTextRun SCXW210055453 BCX8\">=<\/span><span class=\"NormalTextRun SCXW210055453 BCX8\">4200kg<\/span><span class=\"NormalTextRun SCXW210055453 BCX8\">\/<\/span><span class=\"NormalTextRun SCXW210055453 BCX8\">cm\u00b2<\/span><span class=\"NormalTextRun SCXW210055453 BCX8\">: 2.200 ton<\/span><\/span><span class=\"TextRun SCXW210055453 BCX8\" lang=\"EN-GB\" xml:lang=\"EN-GB\" data-contrast=\"auto\"><span class=\"NormalTextRun SCXW210055453 BCX8\">s<\/span><\/span><span class=\"LineBreakBlob BlobObject DragDrop SCXW210055453 BCX8\"><span class=\"SCXW210055453 BCX8\">\u00a0<\/span><br class=\"SCXW210055453 BCX8\" \/><\/span><span class=\"TextRun Highlight SCXW210055453 BCX8\" lang=\"EN-GB\" xml:lang=\"EN-GB\" data-contrast=\"auto\"><span class=\"NormalTextRun SCXW210055453 BCX8\">\u2013 Structural concrete fc=<\/span><span class=\"NormalTextRun SCXW210055453 BCX8\">350kg<\/span><span class=\"NormalTextRun SCXW210055453 BCX8\">\/<\/span><span class=\"NormalTextRun SCXW210055453 BCX8\">cm\u00b2<\/span><span class=\"NormalTextRun SCXW210055453 BCX8\">: 13.500 <\/span><span class=\"NormalTextRun SCXW210055453 BCX8\">m\u00b2<\/span><\/span><span class=\"LineBreakBlob BlobObject DragDrop SCXW210055453 BCX8\"><span class=\"SCXW210055453 BCX8\">\u00a0<\/span><br class=\"SCXW210055453 BCX8\" \/><\/span><span class=\"TextRun Highlight SCXW210055453 BCX8\" lang=\"EN-GB\" xml:lang=\"EN-GB\" data-contrast=\"auto\"><span class=\"NormalTextRun SCXW210055453 BCX8\">\u2013 Structural steel for pier-piles ASTM A-588: 1.200 ton<\/span><\/span><span class=\"TextRun SCXW210055453 BCX8\" lang=\"EN-GB\" xml:lang=\"EN-GB\" data-contrast=\"auto\"><span class=\"NormalTextRun SCXW210055453 BCX8\">s<\/span><\/span><span class=\"LineBreakBlob BlobObject DragDrop SCXW210055453 BCX8\"><span class=\"SCXW210055453 BCX8\">\u00a0<\/span><br class=\"SCXW210055453 BCX8\" \/><\/span><span class=\"TextRun Highlight SCXW210055453 BCX8\" lang=\"EN-GB\" xml:lang=\"EN-GB\" data-contrast=\"auto\"><span class=\"NormalTextRun SCXW210055453 BCX8\">\u2013 Metallic structure with structural steel <\/span><span class=\"NormalTextRun SCXW210055453 BCX8\">A588<\/span><span class=\"NormalTextRun SCXW210055453 BCX8\">: 1.000 ton<\/span><\/span><span class=\"TextRun SCXW210055453 BCX8\" lang=\"EN-GB\" xml:lang=\"EN-GB\" data-contrast=\"auto\"><span class=\"NormalTextRun SCXW210055453 BCX8\">s<\/span><\/span><span class=\"LineBreakBlob BlobObject DragDrop SCXW210055453 BCX8\"><span class=\"SCXW210055453 BCX8\">\u00a0<\/span><br class=\"SCXW210055453 BCX8\" \/><\/span><span class=\"TextRun Highlight SCXW210055453 BCX8\" lang=\"EN-GB\" xml:lang=\"EN-GB\" data-contrast=\"auto\"><span class=\"NormalTextRun SCXW210055453 BCX8\">\u2013 Pier-piles, installation in the river: 1.700 m<\/span><\/span><span class=\"LineBreakBlob BlobObject DragDrop SCXW210055453 BCX8\"><span class=\"SCXW210055453 BCX8\">\u00a0<\/span><br class=\"SCXW210055453 BCX8\" \/><\/span><span class=\"TextRun Highlight SCXW210055453 BCX8\" lang=\"EN-GB\" xml:lang=\"EN-GB\" data-contrast=\"auto\"><span class=\"NormalTextRun SCXW210055453 BCX8\">\u2013 Acoustic barriers: 4.200 <\/span><span class=\"NormalTextRun SCXW210055453 BCX8\">m\u00b2<\/span><\/span><span class=\"LineBreakBlob BlobObject DragDrop SCXW210055453 BCX8\"><span class=\"SCXW210055453 BCX8\">\u00a0<\/span><br class=\"SCXW210055453 BCX8\" \/><\/span><span class=\"TextRun Highlight SCXW210055453 BCX8\" lang=\"EN-GB\" xml:lang=\"EN-GB\" data-contrast=\"auto\"><span class=\"NormalTextRun SCXW210055453 BCX8\">\u2013 Surface layer: 71.000 <\/span><span class=\"NormalTextRun SCXW210055453 BCX8\">m\u00b2<\/span><\/span><span class=\"EOP SCXW210055453 BCX8\" data-ccp-props=\"{&quot;201341983&quot;:0,&quot;335559740&quot;:279}\">\u00a0<\/span><\/p>\n<p>&nbsp;<\/p>\n<div id='gallery-1' class='gallery galleryid-16213 gallery-columns-2 gallery-size-large'><figure class='gallery-item'>\n\t\t\t<div class='gallery-icon landscape'>\n\t\t\t\t<a href='https:\/\/teixeiraduarteconstrucao.com\/wp-content\/uploads\/2024\/08\/Construcao-da-Ponte-Daule-Guayaquil-2.webp'><img decoding=\"async\" width=\"847\" height=\"476\" data-src=\"https:\/\/teixeiraduarteconstrucao.com\/wp-content\/uploads\/2024\/08\/Construcao-da-Ponte-Daule-Guayaquil-2-1024x576.webp\" class=\"attachment-large size-large lazyload\" alt=\"\" data-srcset=\"https:\/\/teixeiraduarteconstrucao.com\/wp-content\/uploads\/2024\/08\/Construcao-da-Ponte-Daule-Guayaquil-2-1024x576.webp 1024w, https:\/\/teixeiraduarteconstrucao.com\/wp-content\/uploads\/2024\/08\/Construcao-da-Ponte-Daule-Guayaquil-2-300x169.webp 300w, https:\/\/teixeiraduarteconstrucao.com\/wp-content\/uploads\/2024\/08\/Construcao-da-Ponte-Daule-Guayaquil-2-768x432.webp 768w, https:\/\/teixeiraduarteconstrucao.com\/wp-content\/uploads\/2024\/08\/Construcao-da-Ponte-Daule-Guayaquil-2.webp 1280w\" data-sizes=\"(max-width: 847px) 100vw, 847px\" data-id=\"15770\" src=\"data:image\/svg+xml;base64,PHN2ZyB3aWR0aD0iMSIgaGVpZ2h0PSIxIiB4bWxucz0iaHR0cDovL3d3dy53My5vcmcvMjAwMC9zdmciPjwvc3ZnPg==\" style=\"--smush-placeholder-width: 847px; --smush-placeholder-aspect-ratio: 847\/476;\" \/><\/a>\n\t\t\t<\/div><\/figure><figure class='gallery-item'>\n\t\t\t<div class='gallery-icon landscape'>\n\t\t\t\t<a href='https:\/\/teixeiraduarteconstrucao.com\/wp-content\/uploads\/2024\/08\/Construcao-da-Ponte-Daule-Guawaquil-3.webp'><img decoding=\"async\" width=\"847\" height=\"485\" data-src=\"https:\/\/teixeiraduarteconstrucao.com\/wp-content\/uploads\/2024\/08\/Construcao-da-Ponte-Daule-Guawaquil-3-1024x586.webp\" class=\"attachment-large size-large lazyload\" alt=\"\" data-srcset=\"https:\/\/teixeiraduarteconstrucao.com\/wp-content\/uploads\/2024\/08\/Construcao-da-Ponte-Daule-Guawaquil-3-1024x586.webp 1024w, https:\/\/teixeiraduarteconstrucao.com\/wp-content\/uploads\/2024\/08\/Construcao-da-Ponte-Daule-Guawaquil-3-300x172.webp 300w, https:\/\/teixeiraduarteconstrucao.com\/wp-content\/uploads\/2024\/08\/Construcao-da-Ponte-Daule-Guawaquil-3-768x439.webp 768w, https:\/\/teixeiraduarteconstrucao.com\/wp-content\/uploads\/2024\/08\/Construcao-da-Ponte-Daule-Guawaquil-3-1536x878.webp 1536w, https:\/\/teixeiraduarteconstrucao.com\/wp-content\/uploads\/2024\/08\/Construcao-da-Ponte-Daule-Guawaquil-3.webp 1920w\" data-sizes=\"(max-width: 847px) 100vw, 847px\" data-id=\"15766\" src=\"data:image\/svg+xml;base64,PHN2ZyB3aWR0aD0iMSIgaGVpZ2h0PSIxIiB4bWxucz0iaHR0cDovL3d3dy53My5vcmcvMjAwMC9zdmciPjwvc3ZnPg==\" style=\"--smush-placeholder-width: 847px; --smush-placeholder-aspect-ratio: 847\/485;\" \/><\/a>\n\t\t\t<\/div><\/figure><figure class='gallery-item'>\n\t\t\t<div class='gallery-icon landscape'>\n\t\t\t\t<a href='https:\/\/teixeiraduarteconstrucao.com\/wp-content\/uploads\/2024\/08\/Construcao-da-Ponte-Daule-Guayaquil-4.webp'><img decoding=\"async\" width=\"847\" height=\"557\" data-src=\"https:\/\/teixeiraduarteconstrucao.com\/wp-content\/uploads\/2024\/08\/Construcao-da-Ponte-Daule-Guayaquil-4-1024x674.webp\" class=\"attachment-large size-large lazyload\" alt=\"\" data-srcset=\"https:\/\/teixeiraduarteconstrucao.com\/wp-content\/uploads\/2024\/08\/Construcao-da-Ponte-Daule-Guayaquil-4-1024x674.webp 1024w, https:\/\/teixeiraduarteconstrucao.com\/wp-content\/uploads\/2024\/08\/Construcao-da-Ponte-Daule-Guayaquil-4-300x198.webp 300w, https:\/\/teixeiraduarteconstrucao.com\/wp-content\/uploads\/2024\/08\/Construcao-da-Ponte-Daule-Guayaquil-4-768x506.webp 768w, https:\/\/teixeiraduarteconstrucao.com\/wp-content\/uploads\/2024\/08\/Construcao-da-Ponte-Daule-Guayaquil-4.webp 1125w\" data-sizes=\"(max-width: 847px) 100vw, 847px\" data-id=\"15772\" src=\"data:image\/svg+xml;base64,PHN2ZyB3aWR0aD0iMSIgaGVpZ2h0PSIxIiB4bWxucz0iaHR0cDovL3d3dy53My5vcmcvMjAwMC9zdmciPjwvc3ZnPg==\" style=\"--smush-placeholder-width: 847px; --smush-placeholder-aspect-ratio: 847\/557;\" \/><\/a>\n\t\t\t<\/div><\/figure><figure class='gallery-item'>\n\t\t\t<div class='gallery-icon landscape'>\n\t\t\t\t<a href='https:\/\/teixeiraduarteconstrucao.com\/wp-content\/uploads\/2024\/08\/Construcao-da-Ponte-Daule-Guayaquil-5.webp'><img decoding=\"async\" width=\"847\" height=\"560\" data-src=\"https:\/\/teixeiraduarteconstrucao.com\/wp-content\/uploads\/2024\/08\/Construcao-da-Ponte-Daule-Guayaquil-5-1024x677.webp\" class=\"attachment-large size-large lazyload\" alt=\"\" data-srcset=\"https:\/\/teixeiraduarteconstrucao.com\/wp-content\/uploads\/2024\/08\/Construcao-da-Ponte-Daule-Guayaquil-5-1024x677.webp 1024w, https:\/\/teixeiraduarteconstrucao.com\/wp-content\/uploads\/2024\/08\/Construcao-da-Ponte-Daule-Guayaquil-5-300x198.webp 300w, https:\/\/teixeiraduarteconstrucao.com\/wp-content\/uploads\/2024\/08\/Construcao-da-Ponte-Daule-Guayaquil-5-768x508.webp 768w, https:\/\/teixeiraduarteconstrucao.com\/wp-content\/uploads\/2024\/08\/Construcao-da-Ponte-Daule-Guayaquil-5.webp 1124w\" data-sizes=\"(max-width: 847px) 100vw, 847px\" data-id=\"15774\" 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