Shortlist of projects. References viaducts, bridges and infrastructures

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Daniella Craig
10 years ago
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1 Shortlist of projects

2 Client: Provincia di Roma Assignment: Detailed design inside the PRUSST asse Tiburtino Nodo di Ponte Lucano Team members: VIA Ingegneria srl Mission: Preliminary design-build contract including the Study of Environamental assessment General plan Location: Villa Adriana, Tivoli (RM) Year of implementation: Construction cost: Progress: Ongoing contract Design phase completed Section through the viduct on the Aniene river Plauti s mausoleum Villa Adriana Archeologic zone Elevation of the viduct on the Aniene river Ponte Lucano, Villa Adriana Tivoli (RM)

Year of implementation: 2004 2006 Construction cost: 15.620.

3 3D visual 3D visual Project description: The intervention in implementing the project connecting Maremmana - Tiburtina through the creation of a new bridge on the Aniene 313.0me of a split-level junction, achieving the target of a link with no points of conflict and away from the town. The route embraces three operations described in PRUSST, GT4-11 GT - GT12. A pr the path of the project exceeds the Fosso Scalette, in the section in which these discharging into River Aniene, with a bridge single span of length equal to m. The project involves the simultaneous reprofiling of the bed of the Pit ladders, just upstream of crossing that emerges after a long stretch tombato, and the establishment of appropriate bank protection works with mattresses like "Reno" and their subsequent re-naturation. Ponte Lucano, Villa Adriana Tivoli (RM)

0 +163.63 the path of the project exceeds the Fosso Scalette, in the section in which these discharging into River Aniene, with a bridge single span of length equal to 23.00 m.

4 Client: ANAS SPA (client) /ING. PAVESI & C SPA (contractor) Assignement: Design and Build of the new road 284 Western-Etnea Team members: Ing. Pavesi & C SPA (main contractor), team: Cogip SPA, Franco Giuseppe SrL, Nuova Costruzione Siciliana COOP. A. R. L. Mission: Detailed design (structural and hydraulic) Location: Bronte (CT), Italy Year of implementation: 2009 Construction cost: Progress: Works in progress Detailed design completed and approved General plan Section through the Madonna della Vena viaduct Section on pillars Viadotto Madonna della Vena Bronte (CT)

Mission: Detailed design (structural and hydraulic) Location: Bronte (CT), Italy Year of implementation: 2009 Construction cost: 23.641.

5 Environmental impact of the Madonna della Vena viaduct Project description: The viaduct is composed of 6 spans a total length of 270 m, measured on axis supports shoulders. The deck is in steel-concrete composite structures, consisting of two steel beams of variable height between 1.50 m at the centerline and at the supports of the ends of compact board, and 2.40 m to intermediate supports. The beams are arranged at intervals of 8.0 ft above the base solid completion in a total thickness equal to 0.31 m. The lattice of deck beams shall be supplemented by longitudinal and transverse pin positions on the span and at the alignment of support. The static scheme, with reference to vertical loads, is of the continuous beam of more spans. The diagram of constraint of the deck provides at each alignment support the use of elastomeric isolators able to ensure a coefficient of viscous damping at least equal to 15%. These insulators will be characterized by high vertical stiffness at least equal to 800 times the horizontal stiffness. View of the building phase of the Madonna della Vena viaduct Perspective of the Madonna della Vena viaduct Viadotto Madonna della Vena Bronte (CT)

40 m to intermediate supports. The beams are arranged at intervals of 8.0 ft above the base solid completion in a total thickness equal to 0.31 m.

6 Images of the open site of the Madonna della Vena viaduct Viadotto Madonna della Vena Bronte (CT)

7 Project description: The viaduct consists of 3 spans a total length of meters, measured in the lean-back axis. Characteristic of the work are the side spans of light greatly reduced compared to the central span. The set consisting of each span of the edge and the shoulder allows to realize a constraint "snap" to the central span consequently reducing the stresses due to the actions agents. It follows that the two ends of the bridge remain subject to tension for any load condition. The transmission of the relevant traction stresses behind will be through a particular system of anchoring in metal structural work. The deck is a steel-concrete composite structures. General plan Elevation of the details of the deck Details Long section through the viaduct Viadotto Ciapparo Bronte (CT)

The set consisting of each span of the edge and the shoulder allows to realize a constraint "snap" to the central span consequently reducing the stresses due to the actions agents.

8 Images of the open site of the Ciapparo viaduct Viadotto del Ciapparo Bronte (CT)

9 Client: ANAS SPA 3D view of the model Assignement: Design of the new road and viaduct leading to La Spezia Completamento del Lotto 2 Team members: VIA ingegneria SrL Mission: Detailed design (structural and hydraulic) Location: La Spezia (SP), Italy Year of implementation: 2011 Progress: Tender stage ongoing Detailed design completed Contact: COGIP SpA via Trinacria 15 Tremestieri Etneo (CT) Project description: The metal core is made with tubular steel elements in "COR.TEN", to provide intermediate support to the deck structures. It is a three-dimensional structure, with tubes inclined in two directions which tend to converge at the top, connected below the plane of the deck by cross-members, always made with tubular elements, which constitute the intermediate supports of the main beams, and in the direction longitudinal members by two other tubular elements to stabilize the structure in this direction. It follows that the deck, with an overall length axes in support of 60 m, is divided into three bays of light equal to 15 m for spans of 30 m to the edge and center. The deck is provided with a composite steel-concrete section. General plan 3D view of the model Variante all abitato di La Spezia, Lotto 2 La Spezia

(CT) Project description: The metal core is made with tubular steel elements in "COR.TEN", to provide intermediate support to the deck structures.

10 Client: PENTAPOLI SCARL Assignement: Detailed design of the third roadway on the road between North Rimini and Pedaso Team members: VIA ingegneria SrL Mission: Detailed design (structural and hydraulic) Location: Cesi (MO), Italy Year of implementation: 2010 Progress: Tender stage ongoing Detailed design in progress Cesi viaduct plan Long section through the Cesi viaduct Viadotto di Cesi Rimini (RI)

hydraulic) Location: Cesi (MO), Italy Year of implementation: 2010 Progress: Tender stage ongoing

11 Long section through the back deck Project description: The viaduct is planned as part of expansion work to the third lane of the Catholic - Fano A14 motorway. It consists of 3 spans a total length of 166 m, measured on axis supports shoulders. The deck is in steel-concrete composite structures, consisting of two steel beams of constant height equal to 3.40 m, placed at a center distance of me connected by transverse load-bearing core filled with a distance of 6.0 m (4.0 m in adjacency to the backing stack). A longitudinal beam plug is the main pillar of the slab. The changes have sidelightequalto2.80m. The slab is complete reinforced concrete and has a total thickness equal to 0.29 m and is connected to the beams by means of pegs Nelson. It is provided the use of prefabricated self-supporting slabs (predalles) with bottom metal sheet 5 mm thick woven in the transverse direction. The static scheme, with reference to vertical loads, is of the continuous beam of more spans. Joint details Short sections through the viaduct Viadotto di Cesi Rimini (RI)

40 m, placed at a center distance of 10.75 me connected by transverse load-bearing core filled with a distance of 6.0 m (4.0 m in adjacency to the backing stack).

12 Client: Comune di Tivoli Assignment: Feasibility study (environmental, technical and economic) of the Monteripoli Tunnel Team members: VIA Ingegneria SrL Mission: Detailed design (structural and hydraulic) Location: Tivoli (RM), Italy Year of implementation: 2008 Progress: Tender stage ongoing Detailed design completed General plan Short section through pillar Viadotto di Monteripoli Tivoli (RM)

hydraulic) Location: Tivoli (RM), Italy Year of implementation: 2008 Progress: Tender stage ongoing

13 Project description: Regarding the connections, the segments of the main beams are fully welded, while the links between the transverse beams and the main beam and the unions regarding the type of plug will be bolted. The insole is constituted by the predalle of a thickness of 6cm,dulyarmedinamannerastobeself-supporting during casting, and by the jets of completion in place of a thickness of 25 cm. The static scheme, with reference to vertical loads, is of the continuous beam of more spans. Environmental impact simulation of the Monteripoli viaduct The diagram of constraint involves the use of check valves antiseismic double acting on one of the two shoulders of each viaduct (shoulder fixed, in this case corresponding to the shoulder "A" - side Saragat), acts to limit the extent of the horizontal actions longitudinal transmitted seismic event. In addition, the viaducts have been equipped with insulation system also in the transverse direction through the adoption of the supports in steel-teflon insulators equipped with transverse elastoplastic behavior. Ante operam Post operam Viadotto di Monteripoli Tivoli (RM)

The insole is constituted by the predalle of a thickness of 6cm,dulyarmedinamannerastobeself-supporting during casting, and by the jets of completion in place of a thickness of 25 cm.

14 S.S. 280 S.S. 106 JONICA Client: ANAS Direzione generale Team members: VIA Ingegneria SrL De.MA.CO SrL, Tecno IN Assignement: S.S. 106 Jonica Categoria B Mission: Preliminary design-build contract including the Study of Environamental assessment Location: Calabria, Italy Year of implementation: 2003 Construction cost: Progress: Works finished Viadotti e Opere Calabria

contract including the Study of Environamental assessment Location: Calabria, Italy Year of

15 Images of the open site of the DG21 viaduct Viadotti e Opere Calabria

References on tube and transport analysis

References on tube and transport analysis Line C - New tube line in Rome - Section T4 S.Giovanni-Malatesta Client: Metro C S.C.P.A. Team mebers: VIA ingegneria SrL Mission: Detailed design of the new