Calabria, southern Italy, 2022-2024

Client ANAS Spa

In the framework of the modernization of the S.S. 106 Jonica, the new infrastructural link has been developed on new aligment to reach better levels of resilience of the existing north-south network, providing a viable alternative to the parallel A2 motorway on the Tyrrhenian front. The project involves the construction of a new road of “B” class according to the 2001 Decree, in the section between the Viaduct Coserie in the territory of Corigliano-Rossano and the SS534 Firmo-Sibari in the territory of Cassano allo Jonio. The project is completed by the upgrading on site of the SS534 for an extension of about 6 km between Megalotto 3 (road junction not included) and the intersection with the existing SS106 Radd. The route consists of a total length of about 32km, 5 km developed on viaducts.

E.D.IN., within the scope of the Technical and Economic Feasibility Design for D&B tendering, has been responsible for the structural and geotechnical design of about 20 dual and single carriageway viaducts along the new link. The structures comprise composite steel-concrete decks, bow-tie steel arch bridges and extradosed steel trusses.

Calabria, southern Italy, 2022-2024

Client ANAS Spa

In the framework of the modernization of the S.S. 106 Jonica, the new infrastructural link has been developed on a new aligment, to reach better levels of resilience of the existing north-south network, providing a viable alternative for the parallel A2 motorway on the Tyrrhenian front. In the development of the new route between the cities of Catanzaro and Crotone, the new link extends for about 50km, along which one finds about 20km of different structures, including tunnels and viaducts, for a total investment cost of about 2 billion euros.

E.D.IN., within the scope of the Technical and Economic Feasibility Design for D&B tendering, has been responsible for the structural and geotechnical design of about  40 separate dual carriageway viaducts along the new link. The structures consist of composite steel-concrete decks, with seismic protection provided by latest generation isolation systems.

UAE, 2022

Client WeBuild Inc.

The Ramp 1B flyover is part of a large infrastructural project ancillary to the Abu Dhabi – Dubai motorway link. The structure features a segmental box prestressed concrete deck with five continuous spans, maximum span length 114 m. The scope of work followed a number of issued occurred during the last construction stages and comprised the consultancy for the evaluation of the phenomena and for the rehabilitation design, numerical analyses of the erection stages with simulation of the damage and of the subsequent measures.

E.D.In. is among the first engineering companies to have carried out the evaluation of allowable traffic loads for road bridges according to the Guidelines issued in 2020 by the Italian Ministry of Infrastructures

Cento viaduct, A6 Motorway, northern Italy, with eight spans for a maximum of 32m and prestressed concrete decks, Client Autostrada dei Fiori Inc, 2020

Impero viaduct, A10 Motorway, northern Italy, with eight prestressed concrete spans, maximum 70 m, and one ordinary concrete span, Client Autostrada dei Fiori Inc, 2020

Chiappa viaduct, A10 Motorway, northern Italy, comprising seven prestressed concrete 25m spans, Client Autostrada dei Fiori Inc, 2020

Roja viaduct, A10 Motorway, northern Italy, comprising sixteen prestressed concrete 22m spans, Client Autostrada dei Fiori Inc, 2020

Structural health assessment of the Ponte Giovanni XXIII on the Paola Lake, Sabaudia, Italy, design by Riccardo Morandi, comprising five 48 to 50 m spans, Gerber structural scheme, Client Sabaudia Municipality, 2016

Numerous seismic vulnerability analyses of road bridges, all in Italy,carried out either within assessment activities or within their rehabilitation design. Among them:

Twelve prestressed concrete viaducts within the detail design of the doubling of the SS372 “Telesina” Main Road, Client ANAS Inc, 2019

ASTM Group concessions viaducts, comprising viaducts on SS335, Prerichard, Perilleux (A32), Marmore and Fenis (A5), Clients the Concessionaries, 2020

Flyover on the Salaria Main Road and masonry arch bridge damaged by the 2016 earthquake, within the construction design, Client ANAS Inc, 2017

Historical reinforced concrete viaduct, Nemi, Rome, Client CMRC, 2018

Himera viaduct, Sicily, within the construction design of the foundations and piers for the strengthening and replacement of the carriageway torn down by a landslide, Client ANAS Inc, 2016

Guidelines for the structural and environmental monitoring system, preliminary design, Messina Strait Bridge, Client Stretto di Messina Inc, 2002

Semi-permenent monitoring system, design, installation and operation, second Bosphorus Bridge, Istanbul. Client Stretto di Messina Inc, 1990-1992

Dynamic testing of bridge structures, A3 Motorway Salerno – Reggio Calabria, Client Tecnoproject Ltd, 1988-1989

Dynamic testing of the Gabbiano viaduct, A14 motorway,and of the Stura V viaduct, A26 motorway, Client Autostrade Inc, 2000-2002

E.D.In. has designed a few lift bridges, comprising:

Detail design of a 30 m span bascule on the Fossa Traianea, Fiumicino, Rome, Italy, winner of an international design contest, Client Municipality of Fiumicino, 2006

Detail design of a 60 m span bascule bridge on the Candiano Canal, Ravenna, Italy, Client the Ravenna Harbour Authority, 2004.

Concept design of a 150 m span lift bridge on the Santos Harbour mouth, Brazil, Client Consorcio Serra Do Mar, 2011.

Messina, Italy, 2010

Client SINA Inc

Detail design of the Messina Strait Bridge road and rail access viaduct on the Sicily side, Southern Italy. Conceived so as to recall the Man Crossing deck shapes, comprises simply supported composite rail spans and continuous orthotropic plate steel spans for the road carriageways, both with typical span of 73 m and a total length of 438 m.