Category: Piers and abutments
Services: Final detailed design
Period: September 2018 – October 2019
Client: R&P Engineering s.r.l.
Amount: Viaduct over Roundabout 1 – 4.145.582,07 € S04 (IXb )
Viaduct over Roundabout 2 – 2.210.702,40 € S04 (IXb )
Railway overpass – 1.648.114,38 € S04 (IXb )
Final detail design of the retaining walls of the access ramps – 1.765.554,19 € S03 (Ig)
Final detailed design of the sheet piling retaining wall for the railway overpass 502.136,94 € S05 (IXc)
Caselle Torinese, Italy
Shopping center “Caselle Open Mall” – Viaducts Roundabout 1 and 2 and railway overpass
Final design of bridge substructures.
The Viaduct over Rotatoria 1 has a deck of constant width 19.8 [m], with two carriageways of 8.25 [m] made with 4 beams on 9 spans, with a span of 27.5 [m], for a total length of 247.5 [m] approximately.
The Viaduct over Rotatoria 1 has a deck of constant width 19.8 [m], with two carriageways of 8.25 [m] made with 4 beams on 9 spans, with a span of 27.5 [m], for a total length of 247.5 [m] approximately.
The Viaduct on Rotatoria 2 has a 11.1 [m] wide deck with a 9.60 [m] carriageway supported by 3 beams on 6 spans, with a span of 28 [m] in the two side spans and 40 [m] in the four central spans, for an overall length of approximately 216 [m].
The overpass has a 11.5m carriageway and a deck made with 9 side-by-side beams over a span of 43 [m].
The Viaduct on Rotatoria 2 has a 11.1 [m] wide deck with a 9.60 [m] carriageway supported by 3 beams on 6 spans, with a span of 28 [m] in the two side spans and 40 [m] in the four central spans, for an overall length of approximately 216 [m].
The overpass has a 11.5m carriageway and a deck made with 9 side-by-side beams over a span of 43 [m].
The piers and supporting abutments of the viaduct have shallow foundations, in consideration of the good mechanical characteristics of the surface soil. In elevation, the pies have a rectangular section shaft with rounded heads with a rectangular section pier cap of variable height. The abutments are of the traditional type with wing walls to contain the road embankment.
The piers and supporting abutments of the viaduct have shallow foundations, in consideration of the good mechanical characteristics of the surface soil. In elevation, the pies have a rectangular section shaft with rounded heads with a rectangular section pier cap of variable height. The abutments are of the traditional type with wing walls to contain the road embankment.