This bridge has a total length of 1300m and links the City of Carmelo Peralta in Paraguay and Porto Murtinho in Brazil. It is divided in approach bridge with a total length of 660m and 640m cable stay bridge with a 350m main span. The structure is all in concrete, piers and pylons are constructed by the methodology of climbing formwork, the side spans are divided in segments of 30m and are constructed by launching girders. The main bridge is divided in segments of 10m. At this project I am designated as Technical Manager working on the development of the construction engineering, construction drawings, method statements and quality.

International Cable Stay bridge over Paraná River, connecting the city of Foz do Iguaçu in Brazil and Presidente Franco in Paraguay. The bridge has a total lenght of 740m, and has a main span of 470m. The foundations consist of direct foundations orver the rock for the main pylon, and micro pile foundations for the back span. Pier were builded by the sliding formwork. For the main pylons it was used self climbing formwork. The back span deck was constructed by the incremental launching system, all in concrete. The main span is a composite structure, with steel Girders and concrete slabs. Girders were launched by segments of 12m and welded in situ, the slabs were precasted. In this project I worked as a Field engineer been responsible for the day to day activities to keep the project schedule on time.

Concrete I girder Bridge, with 560m in length divided in spans of 40m. In this project i was responsible for the construction methodology, for planning the construction site, and for developed traffic detours, also I was responsible for the contact with the client.

Overseen and coordinate of on site activities, for the construction of Signature Bridge India, which is cable stay bridge with 650m lenght, 35m wide, and a main span of 250m. The Pylon has 157m height and was divided in steel segments of 10m height and up to 200t in weight, and they were lighted by a 1250t crawler crane. The deck was made of I shape steel girders, erected with a Gantry. joints were all bolted. Also, the slabs were made of concrete and were pre frabricated. Cost of project is around USD 150 milions

This project consist of a viaduct over a main avenue in the city of Porto Alegre. Its main challenge was the construction of a doble deck cable stay main span without traffic detour. The viaduct has a total length of 575m, and it is a 3 paralel viaduct that become one at the center part. In this project I worked as a site engineer and planning engineer.

Extradosed Viaduct over the national Highway 116 with a total length of 120m and 24m width constructed by the balanced cantilever method with segments casted in situ. This project was constructed without traffic interruption. I was working under the guidance of the Engineer in charge as a Trainee.