Ponte alla Navetta - Pontedera (PI)

Works were built in association with construction companies

Consorzio Etruria
Ing. Massimo Viviani
Pontedera (PI)
Construction Year
Technical Specifications
The bridge appears as a beam continuous over three spans with adjustable height with single-celled box torsiorigido upwind with less. The structure was assembled by rotating the two halves preassemlate on both sides: the semi-structure hinged centrally on the stack and intermediate weighting on the shoulder was driven on special sledges cicolari by stringing strands to diporsi cantilever exactly in the center to fiuume . Repeat on the other side, the deck is placed axially in accordance with its final shape and then the box has been completed and paid in the key.