Bridge over the Polcevera – Campasso torrent

Project of decks and piers and abutments on the line - Parco Campasso at km 4+328.

Category: Railway Bridges
Activity: Detailed design
Period:February 2004 – December 2004
Client: Seteco Ingegneria s.r.l.
Value:€11,498,353.59 (Category IX b) €2,934,378.25 (Category I g)

Railway bridge over the Polcevera torrent, near the Rivarolo railway station (Genoa), consisting of 3 single-supported spans with arched metal deck spanning 78.5m, oblique deck with cast-in-place slab 15m wide. The section of the piles is circular, the foundations are of the well-type.

Railway bridge over the Polcevera torrent, near the Rivarolo railway station (Genoa), consisting of 3 single-supported spans with arched metal deck spanning 78.5m, oblique deck with cast-in-place slab 15m wide. The section of the piles is circular, the foundations are of the well-type.

9 March 2021

Bridge over Largo Jurse

Project of metal decks for the Conigliano-Sanpierdarena line at km0+159m.

Category: Railway Bridges
Activity: Pre-design
Period: February 2004 – December 2004
Client: Seteco Ingegneria s.r.l.
Value: €11,498,353.59 (Category IX b) €2,934,378.25 (Category I g)

Pre-design of the new railway bridge to replace the existing bridge at Km 0 +159 and 0 + 179 of the Cornigliano – Sampierdarena line. The structural scheme is a solid web girder with a through-bridge scheme. The bridge has two equal spans of 22.5m; the beams are spaced by 5.35m.

Pre-design of the new railway bridge to replace the existing bridge at Km 0 +159 and 0 + 179 of the Cornigliano – Sampierdarena line. The structural scheme is a solid web girder with a through-bridge scheme. The bridge has two equal spans of 22.5m; the beams are spaced by 5.35m.

The main I-section beams have variable height with a layout as a segment of a circle (maximum height 2900mm, minimum 1135mm on the supports). The support plan for the railway slab is made of HE beams with 0.5 m spacing embedded in the concrete casting with a minimum thickness of 40 cm.

The main I-section beams have variable height with a layout as a segment of a circle (maximum height 2900mm, minimum 1135mm on the supports). The support plan for the railway slab is made of HE beams with 0.5 m spacing embedded in the concrete casting with a minimum thickness of 40 cm.

9 March 2021

Bridge over the river Polcevera

Design of steel deck and substructures for the modification of the line km 0+730 m.

Category: Railway Bridges
Activity: Detailed design
Period: November 2005 – July 2011
Client: Seteco Ingegneria s.r.l. Coopsette Soc. Coop.
Value: €7,980,735.37 (Category IX b) €3,852,903.01 (Category I g)
€1,951,558.59 (Category VI a)

Railway bridge with 3 spans (2×78.5m + 22.5m). The structural scheme for the 78.5m spans is a bowstring , and for the 22.5m span a solid web girder structure.

Railway bridge with 3 spans (2×78.5m + 22.5m). The structural scheme for the 78.5m spans is a bowstring , and for the 22.5m span a solid web girder structure.

The width of the deck is 10.80m. One of the piers is cylindrical in section, the other rectangular in section; the foundations are of the deep type (on piles). As part of the STEELPROJECT design, we also studied the retaining walls and 5 reinforced concrete frames.

The width of the deck is 10.80m. One of the piers is cylindrical in section, the other rectangular in section; the foundations are of the deep type (on piles). As part of the STEELPROJECT design, we also studied the retaining walls and 5 reinforced concrete frames.

9 March 2021