References viaducts, bridges and infrastructures

Shortlist of projects
References viaducts, bridges and infrastructures
Client: Provincia di Roma
Assignment: Detailed design inside the PRUSST “asse Tiburtino” – Nodo di Ponte
Lucano
Team members: VIA Ingegneria srl
General plan
Mission: Preliminary design-build contract including the Study of Environamental
assessment
Location: Villa Adriana, Tivoli (RM)
Year of implementation: 2004 – 2006
Construction cost: 15.620.000 €
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)
References viaducts, bridges and infrastructures
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. 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.
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)
References viaducts, bridges and infrastructures
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: 23.641.659 €
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)
References viaducts, bridges and infrastructures
Environmental impact of the Madonna della Vena viaduct
Project description:
View of the building phase of the Madonna della Vena viaduct
Perspective of the Madonna della Vena viaduct
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.
Viadotto Madonna della Vena – Bronte (CT)
References viaducts, bridges and infrastructures
Images of the open site of the Madonna della Vena viaduct
Viadotto Madonna della Vena – Bronte (CT)
References viaducts, bridges and infrastructures
Project description:
The viaduct consists of 3 spans a total length of 86.60 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)
References viaducts, bridges and infrastructures
Images of the open site of the Ciapparo viaduct
Viadotto del Ciapparo – Bronte (CT)
References viaducts, bridges and infrastructures
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
References viaducts, bridges and infrastructures
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)
References viaducts, bridges and infrastructures
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 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). A longitudinal beam plug is the
main pillar of the slab. The changes have sidelight equal to 2.80 m.
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)
References viaducts, bridges and infrastructures
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)
References viaducts, bridges and infrastructures
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.
Environmental impact simulation of the Monteripoli viaduct
The insole is constituted by the predalle of a thickness of
6 cm, duly armed in a manner as to be self-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.
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)
References viaducts, bridges and infrastructures
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: 807.000.000 €
Progress: Works finished
Viadotti e Opere – Calabria
References viaducts, bridges and infrastructures
Images of the open site of the DG21 viaduct
Viadotti e Opere – Calabria
References viaducts, bridges and infrastructures