{"id":24047,"date":"2002-03-14T16:52:20","date_gmt":"2002-03-14T16:52:20","guid":{"rendered":"https:\/\/cfcsl.com\/portfolio-items\/venustiano-carranza-road-distributor-viaducts-i-ii-iii-and-iv-saltillo-coahuila-mexico-2002\/"},"modified":"2026-04-14T11:35:31","modified_gmt":"2026-04-14T11:35:31","slug":"venustiano-carranza-road-distributor-viaducts-i-ii-iii-and-iv-saltillo-coahuila-mexico-2002","status":"publish","type":"avada_portfolio","link":"https:\/\/cfcsl.com\/en\/portfolio-items\/venustiano-carranza-road-distributor-viaducts-i-ii-iii-and-iv-saltillo-coahuila-mexico-2002\/","title":{"rendered":"Venustiano Carranza road distributor. Viaducts I, II, III and IV. Saltillo. Coahuila. M\u00e9xico. 2002."},"content":{"rendered":"

<\/div><\/div><\/span>

\n
\n
\n

Venustiano Carranza road distributor. Viaducts I, II, III and IV. Saltillo. Coahuila. M\u00e9xico. 2002.<\/p>\n<\/div>\n<\/div>\n<\/div><\/h2><\/span>

<\/div><\/div><\/div>
<\/div><\/div><\/div><\/div><\/div>
\n

Scope CFC<\/strong>
\nProject Design<\/p>\n

\n

Project Manager<\/strong>
\nLeonardo Fern\u00e1ndez Troyano<\/p>\n

\n

Project Manager<\/strong>
\nLuc\u00eda Fern\u00e1ndez Mu\u00f1oz<\/p>\n

\n

Property<\/strong>
\nSecretaria de Comunicaciones y Obras P\u00fablicas de Mexico<\/p>\n

\n

End date of construction<\/strong>
\n2002<\/p>\n

\n

Typology<\/strong>
\nBridges Beam<\/p>\n

\n

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

<\/div>
CONCEPTDESIGN<\/span><\/a><\/div>
<\/div>
CONCEPTDESIGN 1<\/span><\/a><\/div>
<\/div>
CONCEPTDESIGN 2<\/span><\/a><\/div>
<\/div>
CONCEPTDESIGN 3<\/span><\/a><\/div>
<\/div>
CONCEPTDESIGN 4<\/span><\/a><\/div>
<\/div><\/div><\/div>

The Venustiano Carranza distributor at the exit of the city of Saltillo, in the state of Coahuila, requires four curved overpasses with 40-meter spans and variable lengths ranging from 130 to 210 meters.<\/p>\n

All of them have been resolved with the same solution; end spans of 25 meters, 2 to 4 central spans of 40 meters, and a width of 9 meters.<\/p>\n

The deck is a beam with a variable depth of 1.80 m on supports at 1.00 m in the center of the spans, with a box section in the support zone and a lightened slab with circular cavities in the span centers.<\/p>\n

The construction of all of them was done on span-by-span formwork; in each phase, three-quarters of one span and one-quarter of the next were built.<\/p>\n<\/div><\/div><\/div><\/div><\/div>

\t\t\t\t\t