complete works - Studio Corona

Transcript

civil engineering
2012
STUDIO CORONA
INDICE / INDEX
PROFILO SOCIETARIO / COMPANY PROFILE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
LO STAFF / STAFF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
SISTEMI INFORMATICI / IT EQUIPMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
BROCHURE / BROCHURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
LOTTI AUTOSTRADALI / MOTORWAY LOTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26
LOTTI STRADALI / ROAD LOTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34
GALLERIE / TUNNELING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 46
OPERE FERROVIARIE / RAILROAD LOTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50
COMMESSE INTERNAZIONALI / INTERNATIONAL WORKS . . . . . . . . . . . . . . . . . . . . . . 54
CENTRALI NUCLEARI / NUCLEAR POWER STATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 57
DIREZIONE LAVORI / SUPERVISION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 58
EDIFICI CIVILI / CIVIL BUILDINGS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60
LAVORI SPECIALI / SPECIAL WORKS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 64
Realizzazione grafica:
Via Marco Polo, 1
10129 Torino
tel. 011/5817227
fax 011/503119
[email protected]
Stampa:
T I P O L I T O G R A F I A
Via Saluzzo, 64/d
10125 Torino
tel. / fax 011 650 72 97
[email protected]
PROFILO SOCIETARIO
L'Ing. Giovanni Corona, dopo la laurea nel 1953 ed un periodo di
permanenza al Politecnico di Torino come assistente del Prof. Levi,
si è dedicato alla libera professione associandosi dopo pochi anni
con l'Ing. Renzo Perazzone.
Fin dal 1962 è iniziata la collaborazione professionale con gli attuali
Ingg. Seniores G. Graffi, P.A. Genovesio e G. Mottino nel campo della
progettazione generale e strutturale di grandi opere dell'ingegneria civile.
Nel 1973 costituisce con l'Ing. Perazzone la Società S.I.C. - STUDIO DI
INGEGNERIA CIVILE - per meglio coordinare e sviluppare l'attività svolta
sempre mantenendo unito il gruppo di progettisti originari.
Nel 1993 nasce l'associazione professionale denominata STUDIO CORONA, ne fanno parte gli Ingg. G. Corona, G. Graffi, P.A. Genovesio e G.
Mottino e alcuni Ingg. Juniores già da tempo operanti nello Studio e che
avevano ormai acquisito una buona esperienza di progettazione.
Con la costituzione dello Studio Corona la Società S.I.C. ha quindi assunto
la funzione di fornire allo Studio il necessario supporto tecnico di personale
e attrezzature indispensabili allo sviluppo degli incarichi professionali.
Nel 2004 lo Studio Corona snc e la Società S.I.C. convergono nello Studio
Corona S.r.l. Civil Engineering che mantiene inalterate sia le caratteristiche
tecniche che lo staff di progettisti e disegnatori garantendone così la continuità della professionalità che ha distinto la struttura tecnica sin dal 1973.
Non trascurando la progettazione generale di opere per vari committenti ed
amministrazioni pubbliche, caratteristica peculiare e preponderante dello
Studio è sempre stata quella di redigere i definitivi progetti strutturali costruttivi per la effettiva realizzazione delle opere su incarico delle Imprese appaltatrici dei lavori.
Anche al di fuori di veri e propri incarichi di Direzione dei Lavori, lo Studio
assicura ai propri committenti un'assidua assistenza ai cantieri, sia per una
corretta interpretazione degli elaborati progettuali sia per gli eventuali
adattamenti che possono sorgere in conseguenza della complessità delle
opere e da specifiche situazioni locali.
A partire dai primi anni del secolo lo Studio Corona ha anche
aperto delle filiali in Senegal, Nigeria, Algeria, Sudan,
Kazakistan e Romania dove tutt’ora opera sempre nella
progettazione di grandi infrastrutture.
STUDIO CORONA
5
COMPANY PROFILE
In 1953, after graduating in Engineering at the
“Politecnico of Torino”, Giovanni Corona started his
working career as assistant of Prof. Levi at the same
university and after an experience as a free-lance,
he teamed up with Renzo Perazzone. He has
worked in general engineering and civil engineering structural projects with G. Graffi, P.A.
Genovesio and G. Mottino since 1962 .
In 1973 Renzo Perazzone founded Società
S.I.C. - STUDIO OF INGEGNERIA CIVILE, with
the aim of better coordinating and developing
the activities carried out as well as keeping
together the original team of expert engineers.
In 1993, G. Corona, G. Graffi, P.A.
Genovesio and G. Mottino together with
some junior engineers, who had acquired
expertise over the years, founded a
professional association called STUDIO
CORONA.
In 2004, Studio Corona snc and Società
S.I.C. merged in Studio Corona S.r.l. Civil
Engineering, keeping unaltered both the
technical characteristics and the engineering and designing staff, thus guaranteeing continuity in the professionalism
that has always characterized the organization right from its origin in 1973.
Without neglecting the general engineering for various contractors and public
administrations, a distinctive feature of
the Company has always been that of
drawing up final construction structural
projects on behalf of the contractors. Over
and above project management tasks, the
Company guarantees to constant assistance
in the building sites to achieve to correct
interpretation of project details and of any
possible modifications that might be necessary
due to the complexity of the work or specific
local situations.
At the beginning of this century, Studio Corona
opened some branches in Senegal, Nigeria, Algeria,
Sudan, Kazakhstan and Romania working in the engineering and design of important infrastructures.
STUDIO CORONA
7
STAFF
PLANNING EXECUTIVES
8
Managing Director
Ing. Pietro Corona
1987
Technical Manager
Ing. Giuseppe Graffi
1962
Project Manager
Ing. Pierantonio Genovesio
1967
Project Manager
Ing.Giorgio Mottino
1968
R.&D. Manager
Ing. Antonio Segreto
1976
Civil Engineer
Ing. Paola Varello
1977
Civil Engineer
Ing. Claudio Astrua
1979
Geotechnichal Engineer Ing. Renato Vaira
1981
Quality Manager
Arch. Luisa Corona
1986
Geotechnical Engineer
Ing. Gianfranco Sodero
1986
Safety Manager
Ing. Eugenio Marro
1987
Hydraulical Engineer
Ing. Luca Perazzone
1987
ASSISTANTS
Ing.
Michele Motta
1990
Ing.
Guido Mottino
1999
Ing.
Francesco Fumarola
2000
Ing.
Ivan Collino
2000
TECHNICAL STAFF
n. 20
ADMINISTRATIVE STAFF
n. 5
STUDIO CORONA
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SISTEMI INFORMATICI / IT EQUIPMENT
ATTREZZATURE HARDWARE
• Rete Ethernet 100/1000 Mbit/sec (circa 30 utenti) connessa a
INTERNET tramite router ADSL;
• 1 Ethernet Disk LaCie Gigabit, 1TB;
• 1 File Server INTERCOMP IDAS 2000 con sistema operativo
Windows 2003 Server, archivio RAID/5 da 4500 GB;
• 8 Workstations HP con sistema operativo Windows XP e Windows 7,
video da 19”/24” per progettazione CAD e stradale;
• 4 Personal Computer HP con sistema operativo Windows XP, video
da 17”/19” per progettazione strutturale, geotecnica, cantieristica,
software;
• 5 Personal computer HP con sistema operativo Windows XP, video
da 17” per Office Automation e contabilità aziendale;
• 10 Calcolatori portatili HP/ACER/TOSHIBA, video da 15.4”/17”
con sistema operativo Windows XP;
• Plotter laser A0 Ocè PlotWave 300;
• Plotter A0 a getto d’inchiostro a colori Ocè TCS 500;
• 2 Copiatrici multifunzione (copiatrice/stampante/scanner) Infotec
a colori, formato A4/A3;
• 2 Stampanti laser HP, formato A4;
• 1 Stampanti a getto d’inchiostro HP a colori, formato A4/A3;
• Fotocamera digitale Nikon Coolpix 995;
• 1 Gruppi di continuità da 10 KW Merlin-Gerin.
ATTREZZATURE SOFTWARE
a) CAD (Computer Aided Design)
• AUTOCAD (Autodesk): programma di grafica interattiva 2D/3D
(3 licenze AutoCAD Full, 14 licenze AutoCAD LT).
• ALLPLAN (Nemetschek):
programma di grafica
interattiva 2D/3D
specialmente orientato
verso la progettazione
civile, con moduli
aggiuntivi per la
disegnazione automatica
e il computo delle
armature in c.a.
(3 licenze).
b) Progettazione stradale
• CIVIL DESIGN (DigiCorp Ingegneria): programma per la
progettazione interattiva di strade, ferrovie e acquedotti/fognature:
consente l’acquisizione e gestione di dati topografici e immagini
raster, la gestione contemporanea di più assi e relativi solidi, stradali
e non; la realizzazione automatica interattiva di planimetrie, profili
longitudinali, sezioni trasversali, computi, prospettive in rendering,
segnaletica stradale, inserimenti ambientali (2 licenze).
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HARDWARE EQUIPMENT
• Ethernet 10/100 Mbit/sec (about 30 users) connected
to Internet through ADSL Router
• 1 Ethernet Disk LaCie Gigabit, 1TB
• 1 INTERCOMP IDAS 2000 File Server with Windows 2003
Server operating system, 4500 GB RAID/5 archive
• 8 HP workstations with Windows XP and Windows 7 operating
system, 19”/24” screen for CAD and road design
• 4 HP PCs with Windows XP operating system, 17”/19” screens
for structural, geotechnical and field design software
• 5 HP PCs with Windows XP operating system, 17” screens
for Office Automation and company accounting
• 10 HP/ACER/TOSHIBA laptops with 15,4”/17” screens
• A0 Ocè PlotWave 300 laser plotter
• Ocè TCS 500 color ink-jet A0 plotter
• 2 Infotec A4/A3 color multi-function copiers (copier/printer/scanner)
• 2 HP laser printers, A4 format
• 1 A4/A3 color HP ink-jet printer
• Nikon Coolpix 995 digital camera
• 1 10 KW Merlin - Gerin UPS
SOFTWARE EQUIPMENT
a) CAD (Computer Aided Design)
• AutoCAD (Autodesk): 2D/3D design software (3 full AutoCAD licences,
14 LT AutoCAD licences).
• ALLPLAN FT (Nemetschek): interactive architectural software for
building design and drawing process with modules for automatic design
of concrete reinforcements (3 licences).
b) Road Design
• CIVIL DESIGN (DigiCorp Engineering): software for interactive design
of roads, railways, aqueducts, sewerages. It allows to operate and,
at the same time, to retrieve topographical data, raster images, axes
and solids. Moreover, it allows to get interactive automatic execution
of layouts, longitudinal profiles, computing, projections in rendering,
streets signs, environmental settings (2 licences).
STUDIO CORONA
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SISTEMI INFORMATICI / IT EQUIPMENT
c) Progettazione strutturale
• MIDAS/Civil: programma di calcolo ad elementi finiti per l’analisi bi-tridimensionale in campo
statico e dinamico, lineare e non lineare. Funzionalità avanzate per i ponti a più campate: analisi
per fasi costruttive, generazione automatica carichi mobili, ponti in c.a.p. e acciaio, ponti strallati,
ponti sospesi. Modelli ad elementi finiti di tipo solid, truss, beam, shell. Leggi costitutive per
qualsiasi materiale (metalli, terreno/rocce, c.a., plastiche). Soluzione di problemi buckling,
di contatto, pushover a fibre, elasto-plastici, viscosi, analisi spettrale e vibrazionale nel tempo.
Provvisto di pre-post processore per l’input/output grafico interattivo (1 licenza).
• MIDAS/Gen: programma di calcolo ad elementi finiti per l’analisi bi-tridimensionale in campo
statico e dinamico, lineare e non lineare. Analisi per fasi costruttive, generazione automatica
carichi mobili. Modelli ad elementi finiti di tipo solid, truss, beam, shell. Leggi costitutive
per qualsiasi materiale (metalli, terreno/rocce, c.a., plastiche). Soluzione di problemi buckling,
di contatto, pushover a fibre, elasto-plastici, viscosi, analisi spettrale e vibrazionale nel tempo.
Provvisto di pre-post processore per l’input/output grafico interattivo (1 licenza).
• XFINEST (Ce.A.S.): programma di calcolo ad elementi finiti per
l’analisi bi-tridimensionale in campo statico e dinamico. Modelli
ad elementi finiti di tipo solid da 8 a 27 nodi, truss, beam, shell.
Provvisto di pre-post processore per l’input/output grafico
interattivo (2 licenze).
• MODEST (TecniSoft): pre-post processore di programmi ad
elementi finiti (XFINEST) orientato alla progettazione civile.
Disegno automatico di carpenterie ed armature in c.a..
Verifica di strutture metalliche e dei relativi nodi di congiunzione
con il modulo PNAR (1 licenza).
• TRAVILOG (Logical Soft): progetto e verifica sezioni in c.a. e
miste, T.A./S.L.E./S.L.U.; verifica al fuoco.
• Impalcati (Studio CORONA): programma per il calcolo e le verifiche di ponti in c.a.p. in opera, a
travi o prefabbricati a conci, anche continui a più luci e con vincoli o sezione variabile qualsiasi.
• Muri di sostegno (Studio CORONA): programma per la verifica di muri in c.a. e a gravità, in
opera o prefabbricati, di sostegno o sottoscarpa/controripa, con fondazione diretta o su pali.
• Gallerie (Studio CORONA): programma per la verifica di gallerie naturali o artificiali.
• Pozzi (Studio CORONA): programma per la verifica di pozzi di fondazione immersi in un mezzo
elastoplastico, anche intirantati.
• Tombini (Studio CORONA): programma per la verifica di tombini scatolari.
• Vari programmi, realizzati dallo Studio CORONA, per il calcolo e la verifica di: strutture intelaiate,
travi continue e su suolo elastico, pile e spalle da ponte, ponti a travi in c.a.p., palificate
di fondazione, pressoflessione deviata di sezioni qualsiasi.
d) Progettazione geotecnica-strutturale
• FLAC 2D (Itasca): programma di calcolo alle differenze finite con orientamento geotecnico;
permette di schematizzare e risolvere praticamente qualsiasi problema geotecnico bidimensionale,
ad esempio: stabilità di pendii, gallerie naturali e artificiali, calcolo di cedimenti, problemi di
filtrazione, problemi dinamici e di contatto. I materiali possono avere qualsiasi legge costitutiva
elastica o elastoplastica e qualsiasi criterio di rottura. Si possono schematizzare strutture in
elementi truss, beam, pile (pali) e cable (tiranti o cavi), tenendo conto delle non linearità
di materiali e dei fenomeni di 2° ordine (1 licenza).
• PARATIE Plus (Ce.A.S.): programma di calcolo elastoplastico ad elementi finiti volto alla verifica
di paratie multitirantate. Qualsiasi numero di tiranti e strati terreno; possono essere analizzate
paratie isolate o doppie, collegate da puntoni o solette. Possibilità di variazione delle caratteristiche
del terreno nelle fasi successive di realizzazione. Opzioni di nascita/rimozione degli elementi costruttivi
(tiranti, puntoni, solette, paratie). Carichi nastriformi, di superficie, interrati oppure curve di carico
dirette sul diaframma. Modello costitutivo del terreno estremamente avanzato: è in grado di tener
conto della “storia” di carico, differente in fase di carico vergine o ricarico successivo e del comportamento a rottura. Simulazione di effetti di filtrazione stazionaria in mezzo non omogeneo (2 licenze).
e) Contabilità, computi metrici
• PriMus Unico (ACCA software)
f) Office automation
• 15 licenze Microsoft Office Professional: suite di programmi per l’editing di testi (WORD), la
stesura di tabelle (EXCEL), la presentazione (POWERPOINT) e la gestione di data-base (ACCESS).
• 1 licenza CorelDRAW: suite di programmi per la grafica vettoriale (CorelDRAW), la gestione di
immagini (PhotoPAINT), l’acquisizione di testi o disegni da scanner (CorelTRACE), l’animazione
(R.A.V.E.).
• 8 licenze ADOBE ACROBAT: creazione e gestione documenti interscambiabili tra varie piattaforme.
• 1 licenza Microsoft Project: gestione cronoprogrammi.
Fanno anche parte del materiale utilizzato per la prestazione del servizio i seguenti documenti:
• documentazione generale (composta da libri, cataloghi, estratti da pubblicazioni, esempi di
progetti o di tecnologie, materiale didattico acquisito durante la frequentazione di corsi o congressi);
• riviste specialistiche e normativa.
12
In merito alle misure adottate per garantire la qualità, come da indicazioni di cui all’art. 14 c. 1 let.
e del D.Lgs. 157/95, si dettaglia che tutta questa documentazione viene selezionata dai rispettivi
responsabili di funzione che sono professionisti di provata esperienza e capacità, registrata,
archiviata, aggiornata e distribuita dai rispettivi responsabili di archivio sui database
e negli appositi archivi.
Le procedure che garantiscono la qualità di attrezzature e strumenti sono quelle che riguardano:
• l’approvvigionamento con il controllo e l’aggiornamento degli acquisti ed la verifica sul prodotto
interno eseguendo test sui software;
• l’addestramento all’uso di tutta la le attrezzature e strumenti in possesso dallo studio tramite
pianificazione ed attuazione di corsi interni ed esterni di formazione;
• la salvaguardia dei dati (back up), del software (antivirus), dell’hardware (assistenza)
e il costante controllo della documentazione di riferimento (normativa, regolamenti,
e documentazione tecnica).
c) Structural Design
• MIDAS/Civil: finite elements software for three-dimensional
analyses, statics and dynamics, linear and non. Advanced features
for bridge spans: analysis for constructive phases, automatic
generation of mobile loads, c.a.p. and iron bridges, cable-stayed and
suspension bridges. Solid, truss, beam and shell finite elements type
models. Constitutive models for any materials (metal, soil/rock, ca,
plastic). Solution of: buckling contacts, fibre pushover, elastic-plastic,
viscose, spectral and vibration analyses. Equipped with pre-post
processor for interactive graphic input/output (1 licence).
• MIDAS/Gen: finite elements software for three-dimensional analyses,
static and dynamic, linear and non. Analysis for constructive phases,
automatic generation of mobile loads. Finite solid elements, truss, beam,
pipe, shell. Constitutive models for any materials (metal, soil/rock, ca,
plastic). Solution of: buckling contacts, fibre pushover, elastic-plastic, viscose,
spectral and vibration analyses. Equipped with pre-post processor for
interactive graphic input/output (1 licence).
• XFINEST (Ce.A.S.): Finite elements software for two/three-dimensional analyses,
statics and dynamics. Finite solid elements 8 to 27 nodes, truss, beam, pipe, shell.
Equipped with pre-post processor for interactive graphic input/output (2 licenses).
• MODEST (TecniSoft): Pre - post processor for finite elements software (XFINEST)
for Civil Design. Automatic drawing of framing and concrete reinforcements. Analysis
of metallic structures and relevant nodes of junction with PNAR module (1 licence).
• TRAVILOG (Logical Soft): design and analysis of sections in c.a. and mixed,
T.A./S.L.E./S.L.U; fire analysis.
• Deck (Studio CORONA): software for designing and checking reinforced concrete bridges,
slab, precast segmental PSC bridges continuous span also or with variable section.
• Retaining walls (Studio CORONA): Software for checking concrete and gravity walls in
situ or precast, retaining, scarp wall, with direct foundation or on pile foundation.
• Galleries (Studio CORONA): software for checking natural or artificial galleries.
• Drilled piers (Studio CORONA): software for checking drilled piers sunk
in elasto-plastic material, even if anchored.
• Culverts (Studio CORONA): software for checking of culverts.
• Various software programs designed by Studio Corona to analyse and calculate:
frame structures, continuous and elastic ground beam, pier, abutments walls,
underpinning foundations, deviated eccentric axial force on any sections.
d) Geotechnical and structural Design
• FLAC 2D (Itasca): finite difference software with geotechnical orientation; it allows
to schematize and solve every geotechnical two-dimensional problem, such as: fall
stability, natural and artificial galleries, sagging calculus, filtering problems, dynamics
and contacts problems. Materials can have any elastic or elasto-plastic constitutive
law and yielding criteria. It is possible to schematize: truss, beam, pier and cable,
considering no-linearity of the materials and 2nd order phenomenon (1 licence).
• Sheet - pile walls: Finite elements elasto-plastic calculation software to verify multianchored sheet - pile walls, anchors, single or double sheet - pile walls, connected with
truss or slabs. During successive phases, it is possible to change ground features.
Options of creation/removal of constructive elements (anchors, truss, slabs, sheet pile walls). Line load, of area, filled. Extreme advanced constitutive model ground:
able to understand the differences between phases of virgin load to phases of ultimate
reload, and of cracking behaviour. Simulation of ground water flow effects, in to
nohomogeneous material (2 licences).
e) Accounting, metric calculation
• PriMus Unico (ACCA software)
f) Office automation
• 15 Microsoft Office Professional licenses: text editor (WORD), table drafting
(EXCEL), presentations (POWERPOINT), database management (ACCESS).
• 1 CORELDRAW license: vectorial graphics software (CorelDRAW), image man
agement (PHOTOPAINT), text or drawing acquisition from scanner (COREL
TRACE), animation R.A.V.E.
• 8 ADOBE ACROBAT licenses: creation and management of interchangeable
documents among different platforms.
• 1 Microsoft Project license: chrono-plan management
The following documents are also part of the equipment used:
• General documentation (made up of books, catalogues, publication extracts,
examples of projects or technologies, didactic materials acquired during
courses or congresses).
• Journals and legislation.
To ensure that quality measures are fulfilled, pursuant to Article 14 c. 1
let. and to Legislative Decree 157/95, all documentation is selected by
professionals with adequate expertise and capability and it is recorded,
filed, updated and distributed on databases and in appropriate
archives by persons with specific responsibility.
To ensure the quality of equipment and tools the following
procedures are carried out:
• Control and updates of purchases and of internal products
by carrying out tests on software
• Planning and execution of internal and external training
on equipment and tools owned by the company
• Safeguarding of data (back-up), software (anti-virus) and
hardware (assistance). Constant control of reference
documentation (legislation, regulations and technical
documentation
STUDIO CORONA
13
BROCHURE
VIADOTTO MALPERTUGIO
Autostrada Messina-Palermo
SCHEMA STATICO: due travi continue indipendenti affiancate
NUMERO CAMPATE: 7
LUCE MASSIMA: 100 m campate principali
61 m campate terminali
LUNGHEZZA COMPLESSIVA: 672 + 672 m
ALTEZZA DELL'IMPALCATO IN CHIAVE: 2,45 m
ALTEZZA DELL'IMPALCATO ALLE IMPOSTE: 4,51 m
GENERALITA'
L'impalcato è sopportato da pile scatolari, a sezione variabile.
La sezione corrente del viadotto è di tipo scatolare monocellulare
ad anime verticali con altezza variabile, completata da sbalzi
laterali di spessore variabile. Sono presenti telai di irrigidimento
con funzione diaframmante solo in corrispondenza delle pile.
SOLUZIONE STRUTTURALE
La soluzione strutturale è quella di trave continua vincolata, in
direzione longitudinale, solo in corrispondenza delle due spalle.
Gli appoggi intermedi provvisori della trave continua sono stati
sdoppiati permettendo, prima della solidarizzazione degli appoggi
definitivi, una regolazione planoaltimetrica della struttura.
MODALITA' COSTRUTTIVE
Il viadotto è stato costruito col procedimento costruttivo a sbalzo
dalle pile con l'impiego dei conci prefabbricati congiunti di
lunghezza variabile da 3,05 m. a 2,50 m. Il montaggio è stato
realizzato con l'ausilio di un carro varo. I conci sono stati
precompressi temporaneamente con barre Dywidag, previa
interposizione di resina epossidica tra le facce coniugate dei giunti.
La precompressione definitiva è stata realizzata con
cavi infilati tramite spingitrefolo dopo la precompressione
temporanea. Le stampelle sono state collegate, dopo la regolazione
planoaltimetrica, tramite il getto di un concio di chiave e le
successiva messa in tensione dei cavi inferiori di precompressione.
La disposizione dei cavi di precompressione superiore e l'ordine
di montaggio sono stati studiati in modo da consentire la messa
in opera con le barre temporanee anche di due conci a sbalzo,
in modo da ottimizzare i tempi di costruzione.
A regime la costruzione di una stampella completa ha richiesto
10 giorni lavorativi.
14
MALPERTUGIO VIADUCT
Messina-Palermo motorway
STATIC SCHEME: 2 indipendent continuous beams
NUMBER OF SPANS: 7
LENGHT OF SPANS: centre spans 110 m
approach spans 61 m
OVERALL LENGHT OF THE VIADUCT: 672 + 672 m
DEPHT OF THE DECK AT MIDSPAN: 2,45 m
DEPTH OF THE DECK AT THE SPRINGERS: 4,51 m
DESCRIPTION
The deck is borne on box piers of variable sections. The viaduct typical
section is a variable-depth single-cell vertical-wall box and side overhangs are of variable thickness. The crosspieces are stiffening frames
placed only at the piers.
STRUCTURAL SOLUTION
The structural system is a continuous beam, constrained longitudinally
only at the two abutments. The intermediate provisional continuous
beam is constrained longitudinally only at the two abutments.
The intermediate provisional continuous beam supports were split.
In this way it was possible to adjust the structure in line and grade
before the definitive bearings were solidly joined to it.
CONSTRUCTION SYSTEM
The viaduct was built by the cantilevered assembly both ways from
the piers using match cast joint precast segments
3,05 m to 2,50 m long. A launching girder was used for the
assembly. The segments were temporarily pre-stressed using
Dywidag bears, after the wed faces had been spread with
epax resin. Their final pre-stressing came from cables threaded
through afterwards by strand pushers. The tees were tied,
together, after adjustments in line and grade, by to pour
of concrete at the crown and by tensioning the lower
pre-stressing cables. The upper pre-stressing cables
arrangement and the assembly sequence were worked
out to permit placement of as many as two cantilever
segments (held in place by the temporary bars)
at to time, so as to optimize scheduling.
In full operation, the construction of a complete
tier took 10 working days.
STUDIO CORONA
15
BROCHURE
VIADOTTO CUPONEDDI
S.S.V. n. 131 S.Simone - S. Teodoro (Sardegna)
SCHEMA STATICO: in struttura mista acciaio-calcestruzzo
NUMERO CAMPATE: 10
LUCE MASSIMA: 70 m campate principali;
40 m campate terminali
ALTEZZA DELL'IMPALCATO: altezza costante di 2,60 m.
GENERALITA'
Il viadotto a 2 corsie separate, è realizzato in sistema misto
acciaio-calcestruzzo con schema statico di trave continua
a 10 luci: la corsia di discesa ha 8 campate intermedie di 70 m.
di luce più due laterali, di luci 28 m. e 35 m.; le carreggiate
di salita a 8 campate intermedie di 70 m. di luce e due laterali
di 40 m. e 35 m.
Gli sviluppi complessivi sono di m. 623 e 635.
SOLUZIONE STRUTTURALE
Sistema misto acciaio-calcestruzzo con schema statico di trave
continua. Travate metalliche affiancate realizzate con schema
a traliccio con controventi orizzontali e diaframmi verticali
(cassone torsiorigido alla Bredt).
La soletta è resa collaborante con la struttura metallica
sottostante mediante connettori tipo Nelson elettrosaldati
sulle briglie superiori dei tralicci.
Le briglie sono costituite da elementi modulari di m. 6
di lunghezza prefabbricati a conci di lunghezza multipla e
assembalti in opera mediante giunti bullonati AR ad attrito.
I collegamenti delle aste di parete sono realizzati mediante
bulloni 10.9 a taglio, così come i controventi orizzontali
e i diaframmi.
La soletta in cemento armato è gettata in opera utilizzando
coppelle prefabbricate autoportanti in c.a. conteneti l’armatura
inferiore trasversale definitiva. Dopo il varo delle coppelle si è
provveduto alla posa in opera dell’armatura longitudinale di
ripartizione e di quella trasversale superiore integrativa e quindi
al getto a spessore definitivo.
16
CUPONEDDI VIADUCT
S.S.V. n. 131 S.Simone - S. Teodoro (Sardegna)
STATIC SCHEME: mixed construction in steel
and reinforced concrete
NUMBER OF SPANS: 26
MAXIMUM OPENING SIIZE: main spans 70m;
end spans: 40m
HEIGHT OF STRUCTURE: constant height of 2.60m
DESCRIPTION
The viaduct has two separate lanes; it is realised in a mixed
system of steel/reinforced concrete with a static uninterrupted
pattern of beams spanning 10m: the descending lane has
8 intermediate spans of 70m archway, plus two lateral ones
of 28m and 35m; the ascent lane has 8 intermediate spans
of 70m archway and two lateral ones of 40m and 35m.
The overall lengths are 623m and 635m.
STRUCTURAL SOLUTION
It is a mixed system of steel/reinforced concrete with
a static uninterrupted pattern of beams. The side by side metal
beams are realised with a trestle-work pattern and horizontal
bracing and vertical diaphragms (Bredt torsion-rigid boxes).
The slab is made to work together with the underlying
metal structure through the medium of Nelson-type
connectors arc-welded on the upper bridle of the trestle-work.
The bridles are constituted of modular elements 6m in length,
prefabricated to conch forms of variable lengths assembled
on site through the use of AR bolted friction joints.
The connections of the wall bars are realised by means of 10.9
shear bolts, as with the horizontal bracing and diaphragms.
The slab is made of reinforced concrete on site using prefabricated
self-supporting pans in reinforced concrete, containing the definitive lower transversal mesh. After proceeding with the pans, the
longitudinal mesh of separation and that of the upper complementary transversal are placed on site, followed by the pouring of concrete to the final thickness.
STUDIO CORONA
17
BROCHURE
CASERMA MANFREDINI - Cremona
interventi di conservazione, recupero
e adeguamento funzionale
LE RAGIONI DEL PROGETTO
All'inizio degli anni '80, la Caserma Manfredini presentava,
specie nel nucleo antico dell'impianto monastico, dissesti statici
di varia natura ed entità e mancava dei requisiti richiesti per
l'accasermamento di reparti militari.
L'insieme delle circostanze ha reso necessario uno studio
preliminare sulle condizioni generali degli edifici e sulle loro
potenzialità, al fine di verificare la loro attitudine, una volta
risanati, a realizzare gli standards abitativi previsti per
gli accasermamenti.
ADEGUAMENTO FUNZIONALE
L'intero progetto si sviluppa sulla base di tre ipotesi preliminari:
rispetto assoluto delle valenze architettoniche e spaziali
del complesso; valorizzazione e recupero tecnologicamente
avanzato delle strutture portanti; ridistribuzione ottimale
delle funzioni interne. Questo modo di procedere alla stesura
del progetto costituisce la caratteristica peculiare di questo
intervento.
L'impostazione generale del lavoro ha portato a un programma
di interventi per lotti successivi tale da assicurare, in modo
continuativo, la funzionalità dei Reparti accasermati.
ANALISI DEI DISSESTI E SOLUZIONI ADOTTATE
Dai primi saggi, effettuati sulle principali murature portanti,
si era accertato che le fondazioni non presentavano cedimenti
o assestamenti vistosi tali da compromettere la stabilità
degli edifici.
La circostanza è insolita, in quanto gli edifici insistono
su un terreno che per parecchi metri presenta caratteristiche
geomeccaniche molto scadenti. Con buone probabilità, la causa
deriva dal fatto che nel XV secolo, per edificare gli attuali edifici,
furono rase al suolo le vecchie costruzioni, appoggiando le
nuove fondazioni su quelle preesistenti.
Ne conseguì che le nuove costruzioni subirono assestamenti
molto modesti. Fanno eccezione il portico del chiostro maggiore
e il muro prospiciente la via De Stauris, che nel corso del tempo
hanno subito sensibili movimenti ed assestamenti tali da richiedere importanti opere di rinforzo.
Il dissesto ha avuto origine anche dal dislivello di circa 1 metro
esistente tra il piano di calpestio interno e la sede stradale,
aggravato dalle vibrazioni dovute al traffico e alla presenza
di un canale fognario adiacente al muro che ha compromesso
le caratteristiche meccaniche del terreno.
In prossimità del piano di campagna, a causa dell'umidità
diffusa, tutte le murature del complesso, e in particolare quelle
perimetrali, presentavano uno stato di degrado molto avanzato,
con una sensibile diminuzione del margine di sicurezza delle
murature stesse.
Le strutture murarie superiori, inoltre a causa di numerosi
interventi per la realizzazione di cunicoli, canalizzazioni e per
la foratura dei muri al fine di inserire impianti, risultavano
notevolmente indebolite in numerosi punti.
18
MANFREDINI BARRACKS - Cremona
restoration, recovery and functional
adaptation
THE AIM OF THE PROJECT
At the beginning of the 1980s the Manfredini Barracks presented
varying degrees of static instability due to a variety of factors,
especially in the ancient nucleus which had been a monastery.
It did not fulfill the legal and practical requirements provided
for by the law for the accomodations of military detachments.
A preliminary study therefore had to be carried out on the buildings
so as to assess their general condition and to evaluate whether
restoration work would be able to satisfy the accomodation requirements and living standards suitable for military accomodation.
FUNCTIONAL ADAPTATION
The project is based on three preliminary hypoteses: absolute
respect for the architectural and spatial values of the complex;
the exploitation and advanced technological recovery of the
load-bearing structures; the optimal redistribution of the
functions of the rooms.
This approach to the drawing up of the project is the particular
characteristic of this operation.
The work was planned in successive work allotments so that
the military detachments could continue to use the barracks
during the restoration.
ANALYSIS OF THE INSTABILITY AND SOLUTIONS ADOPTED
The first test, carried out on the main load-bearing walls,
revealed that the subsdence or visible setlement of the
foundations was not severe enough to compromise the stability
of the buildings.
This is unusual, as the buildings are standing on land with very
poor geomechanical characteristics for several meters in depth.
It is likely, therefore, that in the fifteenth century the previous
constructions were razed to the ground and the foundations of
the new buildings rested on the previous ones.
As a result the settlement of the new buildings was very slight.
Exceptions to this, there were the portico of the main cloister
and the wall facing Via De Stauris, which in the course of time
were subjected to such considerable movements and settlements
as to require important reinforcement works.
This settlements was also due to the difference of level of about
1 metre between the inside floor of the barracks and the
roadway. The settlement was further aggravated by traffic
vibrations and the presence of a sewer channel running adjacent
to the wall which compromised the mechanical characteristics
of the land.
Near ground level all the walls of the complex, and in particular
those of the perimeter, were in a very advanced state of
deterioration due to the widespread damp and the safety margin
of the walls themselves was severely reduced.
Moreover, the upper wall structures were considerably weakened
in several points because of numerous works undertaken in
the past for the building of underground passages, canalizations
and the drilling of holes for the insertion of wiring, plumbing
and other systems.
STUDIO CORONA
19
CASERMA MANFREDINI / MANFREDINI BARRACKS
Per il risanamento del muro esterno lungo la via De Stauris si è
proceduto:
- al ripristino dei tiranti esistenti ed alla messa in opera di nuove
catene sia sulla volta posta a copertura del piano terreno sia sul
sottotetto, in corrispondenza dei muri trasversali, in modo da
garantire una efficace legatura della scatola muraria;
- alla creazione di un cordolo in calcestruzzo armato sulla sommità
della muratura esistente, in modo da legare tutte le strutture
nelle parti alte;
- alla esecuzione di micropali di sottofondazione incrociati
a cavalletto.
Per il consolidamento del porticato del chiostro maggiore si è
proceduto inizialmente alla cucitura del basamento delle colonne
ed al successivo collegamento di questi ultimi con le parti restanti
di muro, mediante barre di acciaio. Contro il fenomeno dell'umidità
ascendente si è provveduto a tagliare orizzontalmente il muro,
inserendo un foglio di materiale rigido con successiva sigillata
a pressione
SUPERFICI INTERNE
Alla rimozione degli intonaci e dei materiali di rivestimento,
i muri interni presentavano molti guasti, profonde tracce di vecchi
passaggi verticali e orizzontali, fratture e altre discontinuità.
In particolare l'ala Nord del chiostro grande, all'inizio dell'800,
era stata oggetto di una consistente ristrutturazione.
Le originarie volte a crociera furono demolite e sostituite con
un'unica volta a botte a tutto sesto, in modo da realizzare un
ambiente unico di m. 8x40, probabilmente destinato a scuderia.
Al piano superiore furono demolite le volte che coprivano un corpo
triplo e sostituite con travi in legno ed arelle, realizzando un vasto
locale destinato a camerate. L'intregrità statica è stata ripristinata
mediante la realizzazione di una soletta in calcestruzzo armato sull'estradosso, ancorata ai muri perimetrali; inoltre il materiale sciolto
di rinfianco è stato sostituito con calcestruzzo leggero ed argilla
espansa, mentre le lesioni sono state sigillate con malta reoplastica.
20
The following procedure was used for the restoration of the
outside wall along Via De Stauris:
- the existing braces were exploited and new chains were placed
both on the vault covering the ground floor and on the attic in
correspondence with the cross walls, so as to effectively bind
the wall "box"
- a girder was made in reinforced concrete along the top
of the existing walls, so as to bind the upper parts of all
the structures
- crossed trestle underpinning micropiles were built.
The bases of the main cloister portico columns were stapled and
these were then connected to the remaining parts of the wall with
steel bars to consolidate the structure.
The cloister wall was cut horizontally and a sheet of rigid material
was inserted and then pressure sealed for protection against
the rising damp.
INTERIOR SURFACES
When the plaster and the other wall coverings were removed,
the inside walls were seen to be very damaged.
There were deep traces, of old vertical and horizontal passages,
fractures and other discontinuances. In particular the north wing
of the main cloister had undergone substantial restoration at the
beginning of the 1800s.
The original cross vaults had been demolished and substituted
with a round barrel vault producing a single 8x40 m. room which
was probably used as stables.
On the upper floor the vaults covering the triple core of the
building had been demolished and they had been replaced with
wooden beams, producing a vast room for dormitories. The static
integrity was restored by placing a reinforced concrete slab on
the extrados, anchoring it to the perimeter walls.
Light concrete and bloated clay replaced the loose
material of the buttress, and the cracks were sealed
with rheoplastic mortar.
STUDIO CORONA
21
BROCHURE
XX GIOCHI OLIMPICI INVERNALI
TORINO 2006 - R14 "TREBIALS"
Scheda illustrativa dell'impianto di risalita
R14 "Trebials" - seggiovia quadriposto
ad ammorsamento automatico
DESCRIZIONE DELL'OPERA
L'impianto di risalita R14 "Trebials", seggiovia quadriposto ad
ammorsamento automatico, è ubicato nel Comune di Sestriere;
la stazione di valle dell'impianto è situata nel piazzale di partenza
degli impianti di risalita in Borgata Sestriere (1853 mslm),
la stazione di monte è situata in adiacenza alla strada sterrata
che costeggia il campo da golf di Sestriere (2124 mslm).
Nel suo insieme l'opera è costituita da un magazzino, da una
stazione di valle (motrice-tenditrice), da una stazione di monte
(rinvio), con un dislivello tra gli ingressi delle stazioni di circa
265,50 m e dalla linea costituita da 2 sostegni di ritenuta,
2 sostegni a doppio effetto e 12 di appoggio per un totale
di 16 sostegni distribuiti su una lunghezza sviluppata
totale di circa 1507,48 m.
La seggiovia è ad ammorsamento automatico con seggiole
quadriposto con potenzialità di trasporto di 2400 P/h alla velocità
di 4.50 m/s.
Il magazzino per il ricovero di tutte le seggiole è posto a fianco
della stazione di valle, inserito nello spazio esistente tra la
stazione stessa e la vicina seggiovia "Poggi - Capret" e risulta
interamente interrato con una sola parete libera, quella adiacente
alla linea dell'impianto, e quindi correttamente inserito
nell'ambiente alpino circostante.
CARATTERISTICHE TECNICHE PRINCIPALI
ubicazione della stazione motrice e tenditrice + magazzino
ubicazione stazione di rinvio
senso di marcia
22
a valle
a monte
antiorario
lunghezza orizzontale fra gli ingressi di stazione
dislivello fra gli ingressi di stazione
lunghezza sviluppata della linea
pendenza media fra le stazioni
pendenza massima della fune
m
m
m
%
%
capienza di ciascun veicolo
intervallo nella partenze
potenzialità massima di trasporto
velocità massima di esercizio
equidistanza fra i veicoli in linea
tempo di percorrenza fra gli ingressi stazione
numero max veicoli in linea per ramo
numero totale dei veicoli
n°
s
P/h
m/s
m
n°
n°
4
6.0
2400
4.50
27.00
5' 35"
56
119
intervia
numero
numero
numero
numero
numero
m
n°
n°
n°
n°
n°
5.20
16
12
2
2
242
in linea e nelle stazioni
complessivo dei sostegni
dei sostegni di appoggio
dei sostegni a doppio effetto
dei sostegni di ritenuta
complessivo dei rulli, (134+108)
1477.50
265.50
1507.48
18.00
46.50
XX OLYMPIC WINTER GAMES
TURIN 2006 - R14 "TREBIALS"
R14 "Trebials"4-passengers
detachable chairlift
fact sheet
INSTALLATION DESCRIPTION
The 4-passengers detachable chairlift is located in Sestriere.
Its bottom station is in the square at the start centre of all lifts
in Borgata Sestriere (1853 m), while its uphill station is next to
the road, which skirts Sestriere's golf field (2124 m).
The installation consists of a garaging system, a drive tensioning
bottom station and a return top station. The vertical rise between
both stations entries is approx. 265.50 m and the line is equipped
with 2 compression towers, 2 double action towers and 12 support
towers, that means 16 towers along a line of 1507.48 m.
The installation is of a detachable type with 4-passengers chairs
for a capacity of 2400 P/h with a speed of 4.50 m/s.
The garaging system for the chairs is located on the side of
the bottom station, in the area between this station and the
nearby chairlift "Poggi-Capret". It is underground, except
for just one free wall next to the installation line, and
therefore perfectly integrated with the alpine surrounding.
OPERATING FEATURES OF THE INSTALLATION
Location of the drive station
Location of the return station
Rotation
bottom
top
anticlockwise
Horizontal length
Vertical rise
Bent length
Average slope of the track
Maximun slope on the track
m
m
m
%
%
1477.50
265.50
1507.48
18
46.5
Chair capacity
Waiting time
Max capacity
Max speed
Distance between chairs
Travel time
Number of chairs on a branch
Total chairs
n°
s
p/h
m/s
m
n°
n°
4
6
2400
4.5
27
5' 35"
56
119
Gauge
Total towers
Support towers
Compression towers
Double action towers
Total number of sheaves
m
n°
n°
n°
n°
n°
5.2
16
12
2
2
242
STUDIO CORONA
23
BROCHURE
GALLERIA SANTA CATERINA
S.S.V. Licodia Eubea
A19 Palermo Catania
DESCRIZIONE DELL'OPERA
La galleria Santa Caterina è inserita nei lavori di costruzione della
Strada a Scorrimento Veloce Licodia Eubea - A19 Palermo Catania
nel tronco compreso tra lo svincolo Regalsemi e l'innesto della
Strada Statale n° 117 bis.
La tipologia della galleria è a singola canna, a doppio senso di
marcia con una piattaforma stradale di m 10,50 con due corsie
di 3,75 m e banchine laterali da m 1,50 protette lateralmente
da due profili ridirettivi in calcestruzzo.
Le Formazioni geologiche interessanti il tracciato stradale sono
riconducibili alla Formazione delle Argille grigio-azzurre sormontata
da Formazioni sedimentarie con preponderanza di Sabbie gialle con
sottili livelli calcarenitici.
Nelle zone in sabbia i preconsolidamenti al contorno del cavo e sul
fronte sono affidati alle colonne consolidate, tecnologia appropriata
per lo scavo della galleria data la presenza di materiale granulare
pronto a franare e la contemporanea vicinanza, in particolar modo
nelle zone prospicienti gli imbocchi a bassa copertura, di manufatti
ed edifici, e con la conseguente necessità di limitare al minimo
i cedimenti superficiali.
Le colonne estese al contorno del cavo, sul fronte di scavo e al piede
delle centine sono eseguite mediante il sistema monofluido che
consiste nella fratturazione del terreno mediante getti di miscela di
cemento ad alta pressione con contemporanea miscelazione in posto.
Per la stabilità del cavo è quindi prevista una coronella di colonne
consolidate O 600 mm di diversa lunghezza eseguite dal fronte,
un consolidamento del fronte con tratto di perforazione a vuoto di
diversa lunghezza per eseguire le colonne in sicurezza lontano dal
fronte, dove si provoca necessariamente la disgregazione del
terreno con il getto di miscela di cemento ad alta pressione ed infine
per migliorare la capacità portante al piede di appoggio delle
centine è prevista l'esecuzione di colonne consolidate suborizzontali
di diversa lunghezza ed iniettate a vuoto sino al piano di scavo.
Nelle zone a maggior preponderanza argillosa i preconsolidamenti al
contorno, nel fronte di scavo saranno invece utilizzate delle barre in
vetroresina opportunamente iniettate a bassa ed alta pressione con
miscele cementizie binarie.
Il preconsolidamento è esteso anche al di sopra della calotta per
poter assicurare una fascia di terreno di migliorate caratteristiche
meccaniche ed elastiche per limitare l'estensione, durante la fase
dello scavo, delle superfici di subsistenza.
Entrambe le soluzioni di progetto hanno permesso di ottenere una
deformazione controllata in superficie e limitare gli spostamenti e
rotazioni sugli edifici esistenti per la decompressione del terreno
innescata durante l'avanzamento della galleria.
24
SAINT CATHERINE'S TUNNEL
S.S.V. Licodia Eubea
A19 Palermo Catania
DESCRIPTION
The Santa Caterina tunnel is included in the construction works for
the rapid traffic flow Licodia Eubea - A19 Palermo Catania roadway in
the section included between the Regalsemi interchange the junction
of the State Roadway No. 117 bis. The tunnel typology is of a single,
two-way traffic tube with a roadway of 10.5m including two lanes of
3.75m and verges of 1.5m protected by guardrails in concrete.
The geological makeup of the section of road is ascribable to the
formation of blue - grey clay overlaid by sedimentary formations with
a preponderance of yellow sands having thin layers of calcarenite.
In the sandy areas, the pre-consolidations around the cavity and on
the front, lies upon consolidated columns, this being appropriate
technology for the excavation of the tunnel due to the presence of
granular material ready to subside and the simultaneous proximity,
especially in areas facing the entrances with little coverage, to simple
structures and buildings, and the consequent need to minimise
surface subsidence.
The columns positioned around the cavity, on the front of the
excavation and at the foot of the centring, are executed following
the MONOfluido system that consists in soil fragmentation through
jets of a cement mixture at high pressure with contemporaneous
mixing on site.
For the stability of the cavity, a crowning of consolidated columns,
O 600mm of various lengths, is therefore planned, executed from
the front, and a consolidation of the front with a section of holes
of different depths for the execution of the columns in safety away
from the front, where break-up of the earth is necessarily provoked
through the high pressure jets of cement mixture, and finally, to
improve the bearing capacity of the supporting foot of the centring,
the execution of consolidated sub-horizontal columns of different
lengths is planned, poured up to the level of the excavation.
For the zones with a preponderance of clay, for the
pre-consolidations of the surroundings in front of the excavation,
instead, bars of fibreglass opportunely injected at low and high
pressure with a binary cement mixture will be effected.
Pre-consolidation is also extended over the vault in order to assure a
strip of land with improved mechanical and elastic characteristics to
limit extension, during the excavation phase, of surface subsidence.
Both solutions for the project make it possible to obtain controlled
deformation on the surface and limit shifting of and rotational
effects on the existing buildings caused by decompression of
the earth triggered during the advance of work on the tunnel.
STUDIO CORONA
25
LOTTI AUTOSTRADALI
MOTORWAY LOTS
26
DESCRIPTION
CONTRACTOR
YEAR
Trafori motorway, Torino-Milano junction,
lot 30 bis
MATTIODA
1983
State road 36 " Como lake and Spluga",
State road from Lecco to Trivio of Fuentes,
lot 9 bis
MATTIODA
1983
Palermo-Catania motorway, variant
Fichera viaduct
TECNOFIELD
1983
Genova, Serravalle motorway
Brasile Tunnel restructuring work
SPEA
1983
Punta Raisi-Mazara del Vallo Motorway,
Rainwater disposal, lot 24
SAGECO
1983
Bridge on S.S. 32
POSCIO
1984
Motorway itinerary completion
Roma-L’Aquila-Villa Vomano-Teramo
I.B.C.
1984
Messina-Palermo motorway,
Capo Calavà
CONSORZIO
AUT. ME-PA
1984
Motorway itinerary completion
Roma-L'Aquila-Teramo, section:
Cadarola-Villa Vomano,
Bresciano-Villa Vomano junction
DI GIUSEPPE
1985
Trafori motorway, section:
S.S. 32 - Gravellona Toce, section:
Gattico Carpugnino, lot 2
LAURO
1986
Trafori motorway
MATTIODA
1986
Patti-Rocca di Caprileone
Area C section, inverted arch
in "Petraro" tunnel between
2+058,77 and 2+118,77
CONSORZIO
AUT. ME-PA
1987
Road connection between Frejus tunnel
and Torino, lot 1°, Borgone junction
- S.S. 25 connection to S.S. 24
ROZZI
1987
III° section: Deveys-Susa (Autoporto)
section: Ramat Est-Susa (Autoporto)
Passeggeri viaduct, lot 5 and Venaus
viaduct, lot 4
LUNGARINI
1987
III° section: Deveys-Susa (Autoporto)
Brunetta viaduct - lot 6
CAF
1987
Motorway Mestre-Vittorio Veneto-Pian
di Vedoia - section: Vittorio Veneto-Pian
di Vedoia - lot 5
IMI TUNNEL
1987
Connection between Bardonecchia and
Rivoli - Mompantero tunnel- lot 8
MATTIODA
1988
Rivoli section: III Deveys-Susa (Autoporto)
Dora-Autoporto, lot 9
F.A.R.
1988
Road connection between the Frejus
Tunnel and Torino (Ring road Nord)
section: Deveys-Susa - lot 16
COGEI
1988
STUDIO CORONA
27
LOTTI AUTOSTRADALI / MOTORWAY LOTS
28
DESCRIPTION
CONTRACTOR
YEAR
Rivoli, section VI Avigliana-Rivoli from Km.
23+426,26 to Km. 27+097,19 - lot 28
I.B.C.
1988
Messina-Palermo Motorway - lot 23 bis
ICLA
1988
Monte Bianco-Aosta Motorway - lots 6-7
S.C.A.V.
1988
Messina-Palermo Motorway viaduct
Malpertugio
I.R.A.
1988
Messina-Palermo Motorway viaduct
Inganno
COGEI
1988
Messina-Palermo Motorway - lot 23
FEDERICI
1988
Aosta Ring road
FOLLIOLEY
1988
Torino-Savona Motorway – additional lane
works (II carriageway), section: Priero Altare section: Priero-Rivere - lot 12
DI CORATO
1989
Aosta ring road system
section: Aosta Est-Border
(Suaz bridge)
BERTINO
1989
Connection between Bardonecchia
and Rivoli - Susa (Autoporto)-Rivoli section
VI: Avigliana-Rivoli lot 29
COGEFA
1989
Rivoli - Susa (Autoporto)-Rivoli section VI:
Avigliana-Rivoli lot 31
ITINERA
1989
Motorway Livorno-Civitavecchia
First section Livorno-Cecina, lot 4
I.B.C.
1989
Aosta-Monte Bianco Motorway
Section: Sarre-Morgex, lot 10
DELLA MORTE
1989
Aosta-Monte Bianco Motorway
Section: Morgex-Sarre
FOLLIOLEY
1989
Trafori Motorway
Section: S.S. 32-Gravellona Toce
Section: Carpugnino-Feriolo lot 11
ITINERA
1989
STUDIO CORONA
29
30
Trafori Motorway - section: S.S. 32Gravellona Toce - section: Gattico-Carpugnino
ITINERA
1989
Rivoli - Susa (Autoporto) - Rivoli section
CAF
1990
Rivoli - Susa (Autoporto) - Rivoli section
INC
1990
Rivoli - Susa (Autoporto) - Rivoli - 5°
section section between Condove and
S.Ambrogio-Torre del Colle - 1° extract
RECCHI
1990
Motorway A7 Milano-Serravalle
enlargment to 3 lane-road of motorway
platform connection A21-A26
CODELFA
1991
Alcamo Junction at Fagotto
at Km 51+240 of A29
Palermo-Mazara del Vallo
CO.MA.PRE.
1991
Connection between Bardonecchia
and Rivoli - Susa (Autoporto) - Rivoli fifth section Section between Condove and
S.Ambrogio-Torre del Colle - II° extract
CIS
1991
Rivoli - Susa (Autoporto)-Rivoli- section
IV: Susa (Autoporto)-Bussoleno- lot 22
ROTUNNO
1992
Torino ring road system
Drosso-Orbassano branch II° section
B&V
1992
Torino-Bardonecchia Motorway - section
IV: Susa (Autoporto)-Bussoleno - lot 21
ITINERA - B&V IRCES
1992
Valle d'Aosta branch,
Monte Bianco-Aosta motorway,
section: tunnel Monte Bianco-Morgex, lot 5
DI PENTA
1992
Rivoli-Susa (Autoporto)-Rivoli, section IV:
Susa (Autoporto)-Bussoleno, section
between Km. 0+000 and Km. 5+508,19
for change in course
LOMBARDINI
1992
Connection between Bardonecchia and Rivoli
section IV: Susa (Autoporto) -Bussoleno
section between Km. 0+000 and Km.
5+508,19 for change in course lot 20
INC
1993
Rivoli - Susa (Autoporto) - Rivoli, section
VI: Susa (Autoporto)-Bussoleno, section
between Km. 0+000 and Km. 5+508,19
for change in course
LOMBARDINI
1993
Trafori Motorway – Working drawings
Section S.S.32 - Gravellona Toce
Section Gattico - Carpugnino from
Km.0+00 to Km.18+550 - Viaduct Colorio
(Work included in lot n°5) – ramification
COOPCOSTRUTTORI
1993
Torino-Ivrea-Quincinetto - Ivrea-Santhià
Turin ring road system works
Torino – Ivrea Motorway
ATIVA S.P.A.
1993
Messina-Palermo Motorway, extension
Patti-Buonfornello, 2° section: S.Stefano
di Camastra-S.Agata di Militello
section: S.Agata di Militello-Caronia-"Pizzo
Turda", lot 24 bis
ITINERA
1994
Messina-Palermo Motorway, Patti-Buonfornello
extension, 2nd section: S.Agata di MilitelloCaronia-"Piano Bandiera", lot 23 ter
GITTO
1995
Messina-Palermo Motorway, PattiBuonfornello extension, 2nd section:
S.Agata di Militello-S.Stefano di Camastra"Periano, lot 24
FONDEDILE ICLA
1995
Torino Ring road motorway works
- Orbassano-Pineralo Motorway junctions
- 2nd branch
ATIVA S.P.A.
1994
Torino ring road motorway system
Ivrea – Santhià Motorway
ATIVA S.P.A.
1994
Messina-Palermo Motorway Patti-Buonfernello
extension - 2nd branch: S. Stefano di Camastra
- S.Agata di Militello Section: S.Agata di
Militello - Caronia Lot 24 bis "Pizzo Turda"
ITINERA
1994
Torino-Quincinetto - Ivrea-Santhià Rio Ribes City of Pavone Canavese
ATIVA S.P.A.
1995
Messina-Palermo Motorway - PattiBuonfernello Extension - 2nd branch:
S.Agata di Militello-S. Stefano di Camastra
Section: S.Agata of Militello - Caronia Lot
23 ter "Piano Bandiera" - II Extract
C.E.C
1995
Autostrada dei Fiori S.p.A. - Sanremo
variant to S.S. n°1 "Aurelia"
Section: Arma di Taggia - Ospedaletti
Working project
VIALIT
1995
Torino-Savona Motorway – Working project
for additional lane – branch CarmagnolaPiero Lot 8 and 8 bis – from Km.73+122
to Km.82+690
HERA S.P.A.
1995
Interference with Rio Acque Rosse in the
Lessolo and Salerano area and crossing
items
ATIVA S.P.A.
1995
Pedestrail walkway on the variant
on s.s.n°20 in the "Sabbioni" area
ATIVA S.P.A.
1995
Messina-Palermo Motorway - Caronia 1
tunnel - Lot 25 - 1° Extract
GITTO
1996
Messina-Palermo Motorway - Extension
Patti-Buonfornello - Working project
2° branch: S.Stefano of Camastra-S.Agata
of Militello - Section: Caronia-S. Stefano of
Camastra Lot 25bis "Pagliarotto"
P&P S.C.A.R.L.
(C.E.C.)
1997
2nd Branch: S.Stefano di Camastra-S.
Agata di Militello - Section: CaroniaS.Stefano di Camastra - Lot 26 "Portale"
P&P S.C.A.R.L.
(C.E.C.)
1997
Motorway branch Orbassano-Pinerolo functional branch completion for Colombiadi
coll NP1365
ATIVA S.P.A.
1997
Messina-Palermo Motorway - 2° branch
S.Stefano di Camastra-S.Agata di Militello
Section Caronia-S.Stefano di Camastra
Lot 26bis "Canneto"
TE.DI.G.
S.C.A.R.L.
1997
Messina-Palermo Motorway - 2° branch
S.Stefano di Camastra-S.Agata di Militello
Section Caronia-S.Stefano di Camastra
Lot 27 "S.Stefano" 1° Extract
TECNOFIN
1997
Interference with Orco river and relative
riverside plans
ATIVA S.P.A.
1998
Messina-Palermo Motorway
Extension
Patti-Buonfornello
1° Branch Buonfornello - S. Stefano di
Camastra - Section: S. Stefano di
Camastra - Tusa - Lot: 27 ter "Torremuzza"
1998
TORREMUZZA
S.C.A.R.L. (C.E.C.)
Salerno-Reggio Calabria Motorway Branch
2° - Section 4° - Lot 2° from
Km. n213 +500 to Km. 222+000
(Altomonte exit - Serra dell'Ospedale
tunnel) - Work to comply with 1° category
of the C.N.R. norms - Working project
COOPCOSTRUTTORI 1999
STUDIO CORONA
31
32
Patti-Buonfornello - 1° branch: BuonfornelloS. Stefano di Camastra - Section: TusaCastelbuono Lot 30 - 1° Extract "POLLINA"
POLLINA S.C.A.R.L.
(C.E.C.)
1999
Patti-Buonfornello - 1° branch: BuonfornelloS. Stefano di Camastra - Section: TusaCastelbuono - Lot 30 bis "TORRE FINALE"
POLLINA S.C.A.R.L.
(C.E.C.)
1999
Salerno-Reggio Calabria Motorway
Modernisation and adaptation works
branch 1 - Section 6 - Lot 3 (DG
68/97) from Km 88+657 to Km. 103+840
C.I.R.
(COOPCOSTRUTTORI)
2000
Siracusa-Gela Motorway 1° branch:
Siracusa-Rosolini
Lot: 4 "Noto" - Cozzo Inferno Tunnel
BALDASSINI
TOGNOZZI
2000
Siracusa-Gela Motorway - 1° branch:
Siracusa-Rosolini - Lot: 5 "Rosolini"
BALDASSINI
TOGNOZZI
2000
Messina-Palermo Motorway
Extension Patti-Buonfornello
Lot 29 quater "Piano Paradiso"
PIANO PARADISO
S.C.A R.L. (C.E.C.)
1° Branch: Buonfornello - S. Stefano of
Camastra - Section: Tusa-Castelbuono - Lot
30ter " Cozzo Minneria Tunnel " - 1° Extract
POLLINA S.C.A.R.L.
(C.E.C.)
2000
Salerno-Reggio Calabria Motorway
Branch 3° - Lot 4° from Km. 383+000 to
Km. 393+500
BALDASSINI
TOGNOZZI
2003
Ring road Nord of Torino – widening of 4th
lane - Preliminary project
ATIVA S.P.A.
2003
Construction design for adaptation of the
Bruere interchange of the Torino Motorway
ring road system
CO.GE.FA.
2004
Motorway (A1): Milano-Napoli Apennine Crossing section adaptation
between Sasso Marconi and Barberino
of Mugello - Lots 9-10-11 - VS010/VS018
Minor works of art
EDILFOR S.p.A.
2006
DG 48/04 - Macrolot n. 2: Motorway SA
- RE – Modernisation and adaptation
work to type 1/to of norms
CNR/80 - branch 1°, section 7°, Lot 1°,
Lot 2°, Lot 3°, Lot 4°, Lot 5°, from
Km. 107+000 to Km. 139+000
SIS S.p.A.
2007
Completion project of the motorway collector and of Annunziata Junction
COMUNE
DI MESSINA
2007
2000
ASR 47/04 - Salerno - Reggio Calabria
Motorway - Stretch 2° - Section 4° - Lot 3°
from Km. 221+443 to Km. 225+800 –
Modernisation works to comply with
Category 1A of the C.N.R./80 norms
CARENA S.p.A.
2008
(A1) Milano-Napoli Motorway
Works on Apennine crossing section
between Sasso Marconi and Barberino di
Mugello - Lots 6 and 7 - Itinerary VS6 Requalification existing S.C.
EDILFOR S.p.A.
2008
Asti-Cuneo Motorway connectionSection: A6 (Massimini)-Cuneo – Lot 4-3:
Cuneo-Castelletto Stura-Consovero
MARIETTA S.r.l.
2009
Asti-Cuneo Motorway connection Traffic barriers – Provincial road variants
- Hydraulic testing
ITINERA S.p.A.
2009
A51 – Milano East ring roadRestructuring of Lambrate Exit and viability access to the City of Segrate
Segrate Lambrate
S.c.a.r.l.
2009
Salerno-Reggio Calabria Motorway Modernisation works to comply with Category
1A of the C.N.R./80 - Stretch 1° - Section 6°
- Lot 3° (DG 68/97) from Km. 88+657
ALEANDRI S.p.A.
2009
Pedemontana Piemontese – Creation of
the A4 – A26 - Biella Motorway system
Plano-altimetric project
ATIVA S.p.A
2010
Asti-Cuneo motorway connection Section 1 Massimini (A6) - Cuneo - Lot 5 Cuneo S.S. 231 from km. 0+000 to km.
2+382 – Phase 2 – main works Ronchi artificial tunnel
ITINERA S.p.A.
2010
Orastie-Sibiu motorway working drawings
Lot 2
SETRACO S.p.A.
2011
STUDIO CORONA
33
LOTTI STRADALI
ROAD LOTS
34
DESCRIPTION
CONTRACTOR
YEAR
St.Vincent variant to progr. 76+000
in the City of Chatillon
FOLLIOLEY
1984
Work between Km. 41+600 and Km.
46+000 in the Barricate area - Lot 2
VIALIT
1984
Work on Varese Ring road
ITALVIE
1984
Dorsale Appenninica-Isernia
ICORI
1985
Raccordo Anulare between Via della
Magliana and S.S. I "Aurelia" junction
NATALUCCI
1985
Superstrada Gravellona Toce-Sempione, lot 2
ITINERA
1985
LAURO
1985
S.S. 445 (of Garfagnana)
SALGET
1985
POSCIO
1985
SARDAVIE
1985
Rationalization of Ittiri-Usini-Tissi
connection with S.S. 131
EDISTRA
1985
S.S. 340 "Regina", Variant in the tunnel
in Brienno built-up area
CIR
1985
Slip road between S.S. 76-Motorway A14
Ancona Falconara airport and Falconara
Ovest-S.S. 16 junction
MAGGIONI
1985
S.V. Caltanissetta-Gela, lot 5
CIR
1985
S.S. 26, section: Pont St. Martin-Verres
FOLLIOLEY
1985
Carrara, Strada del Marmo
EDILTIRRENA
1985
S.V. "Bradanica" Road, province of Potenza
GI.CO
1986
S.S. 77 "Val di Chienti", section: MucciaCaccamo, MAGGIONI (Ascoli Piceno) - lot 2
MAGGIONI
1986
S.S. 107 "Silana Crotonese" branch:
Paola-Cosenza, Tunnel Crocetta
DELPRATO
1986
S.S. 1 "Aurelia", section from Follonica Nord
and S.Vincenzo Nord, lot 10
EDILSTRADE
1987
S.S. 16 "Adriatica", branch: Ponte Molino-Ponte
Saccione, Variant out of Termoli’s built-up area
LUNGARINI
1987
Completion 1° lot of the "Strada delle Terme"
and construction of variant to S.S. 18
out of the built-up area of
Guardia Piemontese Marina
EDISTRA
1987
S.S. 583 "Lariana", branch: Como-Bellagio
second Extract
SI.GE.CO.
1987
Catania-Ragusa itinerary completion,
1° Extract
from Km. 11+150 to
Km. 13+493 - S.S. 194
PORTO TORRE
1987
S.S. 36 Ring road of Lecco, I° Extract
from Via Fiandra to Corso Matteotti, lot 2
FERROCEMENTO
1987
S.S. 36 Ring road of Lecco(ring-road), II°
Extract
from Corso Matteotti to Vallone
S.Martino, lot 2
PONTELLO
1987
Catania-Ragusa itinerary completion, II°
Extract section between S.S. 194 and S.S. 224
ICORI
1987
S.S. 340 DIR "Regina", branch: MenaggioS.S. 36 entry
ELSE
1987
Junction of Bruere, widening of lane MilanoPiacenza
ATIVA
1987
Completion I° and II° branch of "Strada
delle Terme" and construction of variant to
S.S. 18 out of the built-up area of Guardia
Piemontese Marina
EDISTRA
1987
STUDIO CORONA
35
LOTTI STRADALI / ROAD LOTS
36
Overall work on the section between
Km.63+750 and 83+900, Completion 5° lot
CROSETTO
1987
III° lot bis of Ostigliano junction to the
FS Station of Vallo della Lucania
DAMONTE
1987
Work on S.S. "Mar Piccolo"- Taranto
SACIC
1987
S.S. 347 of Passo Cereda and Passo Duran,
adaptation and modernization work in some
sections between la "Valle" and "Passo Duran"
TECNOSVILUPPO
1988
S.S. 226 of Valle Scrivia, branch:
Laccio-Busalla
EDILFORESTE
1988
S.S. 27 of Gran S.Bernardo, branch:
Aosta-Swiss border-Gignod
EDILPRO
1988
S.S. 163 "Amalfitana"
EDISTRA
1988
S.V. road of Val di Sangro, Colledimezzo
junction construction
COOPCOSTRUTTORI
1988
S.S. 387 "dei Gerrei", work on section
between Km. 63+750 and 83+900, lot 5
ROMANA SCAVI
1988
Chiaravalle work completion
MAGGIONI
1988
Engineering of the urban area servicing
the Industrial and Port areas of the tourist
area of Porto Empedocle
ICORI
1989
S.S. 481 " Valle del Ferro", variant for the
connection of Jonio to Lucania Merid. Chiaravalle work completion
COOPCOSTRUTTORI
1989
Variant to S.S. I "Aurelia" in the built-up
areas of Finale Ligure and Albenga
PROVINCIA
di Savona
1989
S.S. 180 "dei due mari", Completion connection between motorway access and
S.S. 280/racc., lot I
SACIS
1989
S.S. 388 "Mongrando", branch: Biella
Access to S.S. 228
IBC
1989
S.S. 299 of Alagna, branch: S.S. 142 access
LAURO
1989
S.P. "Biella-Valsesia", branch: CrocemossoPray biellese
LAURO
1989
FI-PI-LI High way road, section: FirenzePontedera
COSNA
1989
S.S. 80 "Gran Sasso d'Italia", branch:
Ortolano-Teramo
DI CORATO
1989
S.S. 131 "Carlo Felice" High way road,
branch: S.Simone-S.Teodoro
II° Extract, lot I bis
PONTELLO
1989
S.S. 336 Malpensa Airport
LUNGARINI
1989
S.S. 2 "Cassia", branch: bridge ElvellaSiena-Tunnel "le Chiavi"
BOGLIOLO
1989
S.S. 336 Malpensa Airport
INES
1989
S.S. 89 "Garganica", High way road from
toll gate of Poggio Imperiale A14 to Vieste,
branch: Rodi Garganico-Vico del
Gargano,lot I
LALLI
1989
Creation of II° Extract, section of S.S. 566
ITINERA
1989
S.S. 27 Gran S.Bernardo, branch: AostaCity of Stato
ROSSI
1989
S.S. 16, S.S. 16 "Adriatica" road junction
and S.P. Standina
PROVINCIA di
Ravenna
1989
S.S. 28 Ring road of Mondovì
with connection to 28 DIR.-564 and
to A6 toll gate, lot I
SACIC
1990
Nuoro-Lanusei high way road, branch:
Piraonni-Villanova, lot I
ASTALDI
1990
S.S. 86 "Istoria", branch: Belmonte of
Sannio-Castiglione M. Marino
SENTE
1990
S.S. 117 "Centrale Sicula", itin. Nord-Sud,
lot 4
ITALSTRADECOSIAC
1990
S.S. 30 "Valle Bormida", branch: Acqui
Terme-Compartimental border
RECCHI
1990
S.S. 232, branch: Cascina DonnaBocchetto Sessera
FABIANI
1990
Junction of S.S. 189 in Bivio Borgo
Pasquale (Tumarrano) as service of S.P.
26, 1° Extract
ITALCOSTRUZIONI
1990
S.S. 77 "Val di Chienti", section:
Muccia-Caccamo
MAGGIONI
1990
S.S. 583 "Lariana", branch: Bellagio-Lecco
I.B.C.
1990
S.S. 28 "Colle del Nava", branch: of Nava
Imperia, modernization
DAMONTE
1990
S.G.C. Sassari, Truncu Reale-Porto Torres,
S.S. 131 variant
CROSETTO
1990
Road to S.V. Caltanissetta-Gela,
preliminary project of section between
"Maddamesi" and "Carruba", lot 6
RIZZANI DE
ECCHER
1990
Road to S.V. Nuoro- Lanusei, branch:
Piraonni-Villanova, lot 2
FERRARI
1990
S.S. 20 "Colle di Tenda", Variant on hairpin
curve to Km. 104+700
MORINO
1990
S.G.C. Sassari, Truncu Reale-Porto Torres,
variant S.S. 131
ROSSI
1990
S.S. 16 "Adriatica", branch: Ponte MolinoPonte Saccione, construction of a second
carriageway in the section included from
S.P. Termoli-Guglionesi to S.S. 87
"Sannitica"
LUNGARINI
1990
S.S. 229-323-41-11-211, branches:
various, connection to built-up area of
Novara, lot 3
MARCOLI
1990
STUDIO CORONA
37
38
S.S. 45 bis "Gardesana Occidentale",
variant Treponti-Tormini
IMPRESEM
1990
S.S. 10 "Padana Inferiore"- S.S. 35 "dei
Giovi"-S.S. 461 "del Penice"- Voghera Ring
road, lot 1
ITINERA
1990
Work on S.S. 1 "Aurelia", section:
Follonica-Cecina, lot VI B
FEDERICI
1990
S.S. 118 "Corleonese Agrigentina",
work on section between Corleone
and Agrigento
RAMBELLI
1990
Connecting road of Salerno-R. Calabria
motorway to S.S. 585 and with built-up
area of Lauria, section: S.S. 585-Lauria
CHIEMENTIN
1990
S.S. 659 " Valle Antigonio and Valle
Formazza", branch: from Km. 0+000
to State border
LAURO
1990
S.S. 481 " Valle Ferro"
EDILCONSOL
1990
S.S. 494 "Vigevanese", branch: Confine
Pavese-Alessandria, Valenza ring road
completion
PORTALUPI
1990
S.S. 10 "Padana Inferiore"- S.S. 35 "dei
Giovi"- S.S. 461 " Pendice"- Casteggio
and Voghera ring roads, lot 3
ITINERA
ANDANTI
1990
S.S. 456 "of Turchino", branch: Asti-Acqui,
construction of variant out of the built-up
area of Nizza Monferrato, lot 2A
SOLAZZI
1991
Strada to S.V. Nuoro-Lanusei, branch:
Piraonni-Villanova, lot 4
GITTO
1991
S.S. 280 "dei due mari", Completion of connection between the motorway access and the
S.S. 280 junction area of Germaneto, lot 2
SACIC
1991
S.S. 455 "of Pontestura", branch: Vercelli-Pontestura,
construction of variant in built-up area of Desana
VERARDI
1991
Road to S.V. "Bradanica", 7 branch from
Piani di Scaccia to junction Leonessa
GI.CO.
1991
S.S. 415 "Paullese", branch: Castellone- Cremona
CO.MA.PRE
1991
Gardesana Occidentale, variant from
Treponti to Tormini, lot 3
EDILSTRADE
1991
Road to S.V. Caltanissetta-Gela, junction
exits for Caltanissetta and Pietraperzia
ASTALDI
1991
Road to S.V. Caltanissetta-Gela, construction of section between "Carruba" and
junction for Licata, 2° Extract
lot 6
SARDAVIE
1991
S.S. 64 "Porrettana", modernisation work
of section between Marano and Carbona,
1° Extract "Riola Ring road"
ASTALDI
1991
S.S. 33 "Sempione", branch: GravellonaToce-Iselle
LAURO
1991
S.S. 113 "Settentrionale Sicula", branch:
from Km. 106+500 to Km. 150+000,
construction of variant in Furiano
I.C.R.
1991
S.S. 280 "dei due mari"
SACIC
1991
S.S. 659 "Valle Antigorio and Formazza"
ITINERA
1991
E45 Orte-Ravenna high way road, lot 5
C.M.C.
1991
S.S. 11 "Padana Superiore", variant to the
built up areas from Urago d'Oglio (S.S.
469) to Brescia (Ring road), lot 3
SI.GE.CO.
1991
S.S. 170 "Diramazione", branch: Andria-Barletta
LALLI
1991
S.S. 43 "Val di Non", ringroad of the builtup area of Taio, section: Mollaro-Taio
EDILGEMA
1991
S.S. 340 "Regina", work from Cima di
Porlezza to State Border
CARRIERO E
BALDI
1991
S.S. 236 "Goitese", modernisation in sections Montechiari-Modena
COOPCOSTRUTTORI
1991
National viability slip road to the new
Provincial Road from Lecco to Ballabio, lot 0
CARIBONI
1991
Variant out of the built up area of Gavi
between S.P. 161 "Crenna" and S.V. 160
of Val Lemme
ITINERA
1992
S.S. 256 "Muccese", Camerino variant
MAGGIONI
1992
S.S. 42 External variant to the built up areas of
Capo di Ponte-Sellero-Codegolo, lots 5 and 6
COSIAC
1992
S.S. 231 "Santa Vittoria", branch:
Fossano-Cuneo Fossano Ring road, lot 1
Ing. FRANCO
1992
S.S. 16 "Adriatica", Variant out of the
Savio built-up area
SACIC
1992
S.S. 142 "Biellese"- S.S. 229 "of Lago
d'Orta", construction of variant in the built
up areas of Cureggio-Borgomanero, lot 2
I.N.C.
1992
S.S. n.232 "Panoramica Zegna" - Branch:
cascina Donna-Bocchetto Sessera –
Section Cossato-Valle Mosso - Construction
work project of access variant S.S. 142
"Biellese in comune of Cossato alla località
Volpe - conn NP1437
CONSORZIO
COMUNI BIELLESI
1993
Province of Cuneo – Variant west of Bra
from S.S. 661 to S.S. 662 with connection
to S.S. 231
I.N.C.
1994
S.S. n.38 "dello Stelvio" - Branch: TiranoBormio – Urgent work for the reconstruction of the variant of section "GrosioSondalo- Bormio" (prov. of Sondrio)
(progr. Km. 80+000 - 100+000) - I lot
LAURO
1994
Province of Novara - S.S. n.142 "Biellese"
and S.S. n.229 "of lago d'Orta" - work for
the reconstruction of the variant to the built
up areas of Curreggio and Borgomanero
II lot - ex 1442
I.N.C.
1994
Concession work for the construction of a
new connection road between Via E.Brizio
and the West Ring road - 2° Extract Ex 1443
I.N.C.
1994
S.S. n°340 "Regina" - Branch: Menaggio –
State border - Work from Cima di Porlezza
Km. 46+200 to State border
CARRIERI &
BALDI
1994
S.S. n°469 – Urgent work project necessary for the restoration of interrupted traffic due to removal of road section
between Km. 14+500 and 14+600
ITINERA
1994
S.S. n°23 "of Colle del Sestriere" requalification of variants from Km. 31+834
(Riva of Pinerolo) to km. 56+500 (Perosa
Argentina)
ATIVA S.P.A.
1994
S.S. n°142 "Biellese" – reconstruction
work on 3 viaduct spans on the river
Cervo
CIMOLAI
1994
S.S. n°590 "of Val Cerrina" - Branch:
Torino-Casale Monferrato – Urgent work
on the variant to the S.S. n°590 - conn
NPA199
LICIS
1995
S.S. n°458 "of Casal Borgone" –
Urgent work project for the reconstruction
of the bridge on the river Po in the area
of Chivasso to Km.0+700 - ex SNP12
conn 1455
UNIARCAS/UNIECO
1995
S.S. n°106 "Jonica" - Branch: Reggio
Calabria-Monasterace M. Modernisation
work of section between i Km. 42+000
and 48+000 - Completion work on the
access to S.S: n°106
CUTRUPI
1995
City of Campobasso – Connection road to
new hospital
TRE ELLE
(PALLANTE)
1995
STUDIO CORONA
39
40
S.S. n°12 dell'Abetone and Brennero
Construction work on variant to Isola
di Scala - II Extract
of progr. 3770
of progr. 6107 - Working project
SACIC
1995
Bridge on Po collapsed in Chivasso. Work
for alternative and provisional connection
between Verolengo and S.Sebastiano Po
through partial use of S.P. n°94
"S.Sebastiano"
COGEFA
1995
S.S. n°76 "Val d'Esino" - construction
work for variant to the city of Fabriano
between progr. Km.12,050 and Km.
26,380 OF Km. 12.845 - 3° lot
Working project
ITINERA
1995
S.S. n°105 "Of Castrovillari" –
Construction of Variant out of the built-up
area of S.Agata d'Esaro between
Km. 22+685 and Km. 23+765 Landslide
recovery work
GRIMOLI
1995
S.S. n°113 "Settentrionale Sicula" –
Urgent work for the Completion of s.u.
bridge consolidation on the river "Mela"
to Km. 41+060 with structural recovery
of the masonry-work and carriageway
adaptation
VI.CO. Immob. e
VIRGA
1995
S.S. N°16 "Adriatica" - Branch: Ponte
Molino-Ponte Saccione – Urgent work for
the restructuring of piers n°6 and 7 of the
Petrara viaduct to Km. 542+300, seriously
damaged
LUNGARINI
1995
Via Boschetto underpass to Cremona
SI.GE.CO.
1995
S.S. n°28 of “Colle di Nava" - Branch:
Gressio-Compartimental boundary
DAMONTE
1995
Completion work on the Modena ring road
system – Junction with S.S. n°255 to Km.
2+383 Working project
SACIC
1995
S.S. n°4 "Salara" - Branch: Rieti-Tufo
Urgent work for the plano-altimetric
correction of S.S. n°4 "Salaria" between
progr. 127+000 and 127+400
ROMANA SCAVI
1995
City of Cosenza - Sector LL.PP. – Public
procurements tender for the engineering
and construction of a bridge over the river
Cratiche
MERLO
1995
S.S. n°339 "of Cengio" - Branch:
Cortemilia- Compartimental border Province of Cuneo - Urgent work on the
road between Km. 14+000 and Km.
14+850
LAURO
1995
S.S. n°1 Aurelia – Work on the section
Follonica – Cecina Completion - Lot VIB
COLASANTE
1995
S.S. n°388 "Mongrando" - Branch: BiellaAccess S.S:n°228 – Working project for
construction of variant between Biella
and Mongrando
COOPCOSTRUTTORI
1996
S.S. n°647 - centre n°2 - Nucleus 5°
Urgent work project for the reconstruction
of the span and static recovery of the elements of the viaduct "grotta del Mulino"
TRE ELLE
1996
Access to 1997 Ski Championships
Val di Susa - viability Oulx - Cesana
(S.S. n°24 ) - 1° Extract
– Section
between Oulx (Moretta) and Cesana
Torinese - Conn NP1506
SACIC
1996
S.S. n°9 "Via Emilia" - Variant out
of the built-up area of Anzola between
Km. 122+250 and Km.126+430
SACIC
1996
Reconstruction work on bridge over the
river Ellero along the road connecting
Noreo and Baracco
INTERSTRADE
1996
S.S. n°29 "of Colle of Cadibona" Project
for construction work of the variant out of
the built-up area of Montà at Km. 40+100
to Km. 45+400
IBC
1996
S.S. n°339 "Of Cengio" - Branch:
Cortemilia-Compartment border Urgent
work for the reconstruction and work on
the road between Km. 1+800 and 3 +000
CAVEBI
1996
S.S. n°24 "of Monginevro" Branch: Oulx- Stato borderConstruction on the Variant
to S.S.n°24 of Monginevro
in the area of Cesana.
1° Extract functional working project
RUSCALLA
1996
S.S. n°460 "of Ceresole R." - Branch:
Cuorgnè-Ceresole Reale - Urgent work for
a variant to eliminate the landslide and
avalanche danger between Km. 74+400
and Km. 78+250 - II Lot
MATTIODA
1996
S.S. n°28 "of Colle di Nava" -Province of
Cuneo - Mondovì ring road project with
connection to 28DIR - 564 and to A6 toll
gate - 2° Lot: between S.S. 564 and S.P.
Villanova-Mondovì
CONICOS/SACIC
1996
S.S. n°28 dir - Branch: Mondovì-CarrùBastia - Province of Cuneo – Nov. 1994
flood damage – Final recovery : bridge
reconstruction project over the river
Tanaro to Km. 8+800
CONICOS
1996
Aosta ring road system - East Aosta
Branch - Border (Pont Suaz) East Aosta
junction sliproad variant within the requalification project of the Truck terminal area
of Aosta - Working project
LICIS
1996
S.S. n°117 "Centrale Sicula" – Itinerary
North-South- Variant branch 7 access
Strada Comunale Paravola - ex SNP26
delivered as NP1285
ANAS - PALERMO
1996
S.P. "Ghislarengo" – border with province
of Novara - reconstruction work on Sesia
river bridge - Tender
LAURO
1996
S.S. n°12 dell'Abetone and of Brennero
Construction work for variant of Isola
di Scala
I Extract from progr. 0 to progr. 3770 Working project
SACIC
1996
S.S. N°453 "of Valle Arroscia"
Neva river bridge restructuring between
Km. 21+775 and Km. 22+970
at Bastia - conn 1470
GRASSETTO
1996
East-West connection of the built-up
area of Cuneo and interconnection of
suburban viability (S.S. n° 20 and 22)
as variant
GARBOLI-CONICOS
1996
S.S. n°117 "Centrale Sicula" - Branch:
from Km. 0+000 to Km. 35+000 Province of Messina – Work on section
between i Km.10+000 and 10+300 - conn
NP A522
ANAS - PALERMO
1996
State Road n°117 "Centrale Sicula"
Itinerary North-South - Lot B5 –
Project for work between km. 38+700
and Km. 42+600 at the junction with
S.S. 120 and the Nicosia junction conn NP1479
ANAS - PALERMO
1997
Interconnection between state roads n°9 n°235 - n°472 – Lodi East ring road
GRASSETTO
1997
S.S.33 "del Sempione" - Branch:
Gravellona Toce-Iselle - Province of
Novara – Work on section between
Km. 131+750 and state border
Lot 1° conn NP1486
LAURO
1997
STUDIO CORONA
41
42
Province of Novara - S.S. n° 229-32-34111 and 211 - Working project on connection out of the built-up area of Novara –
Lot 4: between S.S. 211 (Km. 47+150)
and S.S. 11 (Km. 90+400) - conn NP1487
MARCOLI
1997
MINISTERO DEI LAVORI PUBBLICI
(Ministry of Public Works)- General
Direction of State construction and special
services TECHNICAL DEPARTMENT City of
ANCONA Reconstruction project - Law
12/08/1993 N.317 Working project to
complete overpass and variant to S.S. 16
CONEROSOCIETA'
CONSORTILE
1997
Comune of Messina – Project for the
construction of the Giostra motorway
junction, north motorway collector from
Giostra to Annunziata junction ,
Annunziata motorway junction 3° Lot –
North collector - Junction Annunziata
GITTO
1997
Substitute road network infrastructure
project of S.S. 125 "Orientale Sarda"
Branch: Priamo-Capo Boi – Working
project - Lot 1
C.I.R.
COSTRUZIONI
(COOPCOSTRUTTORI)
1998
S.S. n.20 “Colle di Tenda” - Branch:
Cuneo-State border - Province of CN
Variant project in the Cuneo section
(C.so Monviso) - Vernante (bridge Siro)
with exits on S.S. 21 and on the
provincial road netwiork Lot 2° Sliproads in Roccavione and in Robilante
UNIECO PREVE
1998
S.P. n.126 "Bubbio-Madonna of neve" Project for the construction of a new bridge on the river Bormida to Km.0+300 in
Bubbio
ALPE STRADE
1998
Highway road between Licata (S.S. 123)
and Braemi river (access S.V.
Caltanissetta-Gela) - Lot n. 8 - First
Extract – Construction work for section
between Callara and Cipolla
at Km. 3+839.32
COOPCOSTRUTTORI
1998
S.S. 117 "Centrale Sicula" – Viability recovery in the section interrupted by a landslide between Km. 23+200 and 25+000
ANAS - PALERMO
1998
Grande raccordo anulare motorway. Work
on the 3 carriegeways for each direction Lot 18b - from Km. 41+165 to Km.
43+280 - ex APP7 conn NPA110
GLEISMAC
ITALIANA
1998
S.S. 131 "Carlo Felice" – Work on State
road and to eliminate on-grade intersections - Exits of Mogoro
COOPCOSTRUTTORI
1998
Borgosesia - New bridge on Sesia river to
connect to S.S. 299 at Km. 42+200 in
"Curva di Suora"
C.I.S.
1998
Highway road between Licata (S.S. 123)
and Braemi river (access S.V.
Caltanissetta-Gela) – Working project for
the construction of section between Cipolla
and Caltanissetta-Gela at Km. 2+675,05 Lot 8 - 2° Extract
HERA S.P.A.
1998
S.S.V. Licata - River Braemi - Section
between the S. Antonio and Tallarita
viaducts
ANAS - PALERMO
1998
S.S. 120 “dell'Etna e delle Madonie”
Province of Enna – Final and working
project for urgent work needed to avoid
the section with a landslide between
131+650 and 132+200 (172) conn
NP1472
ANAS - PALERMO
1998
S.S. n° 184 "Delle Gambarie" –
Construction work of S.S.V. "Gallico Gambarie" - Lot 1° (Section A3 - Prov.
Pettogallico)
COOPCOSTRUTTORI
1999
S.S. n. 106 "Jonica" - Branch: Km.
123+300 Km. 162+860 – Work for the
construction of new bridge on the river
Ancinale as prosecution to the Variant
of Soverato and the junction with
the "Trasversale delle Serre"
COOPCOSTRUTTORI
1999
Working project - S.P. N°67 of Lovernatico
Correction and widening work between
Km. 8.800+900 as well as masonry
LAURO
1999
Anas - Cagliari - Working project New SS
125 Orientale Sarda – Branch TerteniaTortolì - 2° Lot - 2° Extract
S.C.A.
1999
Variant of S.S. n. 14 (Venezia Giulia) to
the South of the city of San Donà del
Piave - II° lot from S.P. n. 47 – Passarella
area to S.P. n. 54 - Z.I. San Donà del
Piave - Working project
COOPCOSTRUTTORI
1999
Autonomous Province of Trento –
Appointment of E. Marro as ocoordinator
of work and update o the project of the Taio
section ringroad: Segno-Taio on S.S. 43
P.A.T.494
1999
Working project for construction work on
highway road S. Simone - S. Teodoro
(Stazzareddu) - Lot 4 - Conn A452
ANAS CAGLIARI
1999
Working project for construction work on
highway road S. Simone - S. Teodoro
ANAS CAGLIARI
1999
S.S. 231 "Santa Vittoria" - Branch:
Cuneo- Bra - construction work on Fossano
ring road - I° lot – Load testing
GRASSETTO
1999
State Road n. 24 of Monginevro 1997
World Ski Championships – Work to access
the section between Oulx-Cesana Torinese
- I° Extract section between Oulx
“Frazione Moretta” and Cesana Torinese Intervention of 1° phase - Completion
work between the sections 1 and 62 Working project - conn A110
SEAS
1999
Connection road project between the internal areas Mussomeli, S.Giovanni Gemini and
Agrigento-Palermo highway road (SS. 189)
CIR
COSTRUZIONI
(DI VINCENZO)
1999
State road N. 229 "Lago d'Orta" - Branch:
Novara-Gravellona Toce - Omegna ringroadProvince of V.C.O. - Urgent work for the
reconstruction of Bridge on Rio Inferno
LAURO
2000
Preliminary project of South-West Asti Ring
road Sud-Ovest with connection between A21
"Torino - Piacenza" to toll gate of Asti Ovest
and South Asti Ring road (S.S. N. 231) to
cross Tanaro river through a viaduct and
access on lot 2.1 of Asti-Cuneo in construction
SITRACI S.P.A.
2000
Province of Torino viability sector II S.P. n°
1 “direttissima delle Valli di Lanzo” variant
at Chialambertetto di Balme - Bridge
"Balme" on Stura river
PAVIMENTAZIONE
MODERNA
(ARTUSO)
2000
Working project on type III CNR of 7° lot
of S.S. 106 "Jonica"
GLEISMAC
2000
S.S. 260 "Picente" - Branch: Access S.S.
80-Province of Rieti border- Project for the
construction of variant to Pizzoli up to the
fork for Cagnano Amiterno - II° Lot
ROMANA SCAVI
2000
Torino - Piacenza motorway crossings
and complementary works for protection
and for meteoric water runoffs in Volvera
1° branch 2° lot
ATIVA S.P.A.
2000
Azienda Acque Metropolitane – Scalenghe
Aqueduct- Urgent work to support and
restructure the aqueduct bridge on the
Sangone river in Beinasco
A.A.M.
2000
STUDIO CORONA
43
44
Professional assignment to draw up a
preliminary project for a new connection
between Nizza-Canelli in substitution of
S.S. n. 592- conn 1201
PROVINCIA
di Asti
2001
S.S. 24 Monginevro – Work to access the
section between Oulx-Cesana Torinese I°
Extract – 2nd phase Completion works
between the sections 62 and 204
MONGINEVRO scrl
2001
Working project of construction work on
highway road S. Simone-S. Teodoro
FE.IRA
(FERRARI)
2001
Working project of construction work on
highway road S. Simone-S. Teodoro
(Stazzareddu)- Lot 5 - Conn A321
IRCES
2001
Estimated metric calculation of work for
the construction of variant in the built-up
area of Porte at S.S. 23 "Colle di
Sestriere" – Final project
TOROC
2001
Final and working engineering project on the
Torino ring road motorway system Bruere
interchange with relative Safety plan APP97
ATIVA S.P.A.
2001
Widening of 4th lane in North ring road –
Preliminary project - conn NP A523
ATIVA S.P.A.
2002
New S.S. 125 "Orientale Sarda" - Branch:
Tertenia-S. Priamo - 3° Lot - 2° Extract:
Murtas-Muravera – Detail project
ROMANA SCAVI
2002
Working project - New S.S. 125 Orientale
Sarda Branch: Tertenia-Tortolì - 2° lot - 3°
Extract
BALDASSINITOGNOZZI
2002
Variant to built-up area of Porte S.S. 23
Sestriere - APP 13
AGENZIA
TORINO 2006
2002
S. S. n° 117 "Centrale Sicula" Work on
section between Km. 10+000 and 10+300
ANAS - PALERMO
2003
Requalification work along S. P. n° 236
"Crevacuore-Sostegno"
PROVINCIA
DI BIELLA
2003
ARES Piemonte - Ring road slip road section of connection between S. R. n° 11
and S. R. n° 590 Gassino bridge
ARES PIEMONTE
2003
Connection out of the built-up area of
Novara between S. S. n° 299-229-32 - Lot
0 - Lot 1 - Preliminary project
MARCOLI
2004
S. S. n° 33 "Sempione" variant between
Varzo and State border
ANAS - TORINO
2004
S. S. n° 655 "Bradanica" - 1° branch 3°
lot "S. Maria d'Irsi" - Working project
ALEANDRI
2004
S. S. n° 460 "Ceresole" - Branch: CaselleCeresole - Construction work of an artificial rock fall tunnel and work on hydraulic
embankment
PIANO LAGO
CALCESTRUZZI
2004
Province of Reggio Calabria – Road section
project of Bovalino-Bagnara
S.T.I.
2004
Hydraulic embankment and environmental
work at the Ivrea river junction - 4° lot
COGEIS
2004
S. S. n° 16 "Adriatica" - Branch: Cerignola
variant - Modernisation work
ALEANDRI
2004
Variant Cossato-Vallemosso-Trivero and
Variant Canton-Colombo-Mottalciata and
Mottalciata roundabout
LAURO
2004
Autonomous Province of Trento – Variants
and work on S.S. 43 "Valle id Non" and
Taio ringroad
PROVINCIA
AUTONOMA DI
TRENTO
2004
S.S. 655 "Bradanica" - 1° branch - 3° lot
"S. Maria d'Irsi"
ALEANDRI S.p.A.
2004
Feasibility project o for the connection
between the Fossano Variant (San Sebastiano)
and the Asti-Cuneo motorway toll gate
SITRACI
2004
S.S.131 "Carlo Felice" Highway road –
Work on state road and to eliminate
on-grade intersections in the built-up
area of Sanluri
ALEANDRI S.p.A.
2004
Province of Imperia - Pieve di Teco - S.S.
28 "Colle di Nava" – Work on variant in
the built-up area of Pieve di Teco
LAURO
2004
Work on sect. III C.N.R./80 from Km.
10+150 of S.S. 99 to the access with
S.S. 7 near Matera 3° branch Altamura-Matera
ALEANDRI S.p.A.
2005
Province of Imperia - Chiusavecchia S.S. 28 "Colle di Nava" - Branch: Ponte
di Nava - Imperia – Working project
of Chiusavecchia variant
CARENA S.p.A.
2005
S.S. 7 "Appia" – Road work to the type
III° section of the CNR norms - GrottaglieBrindisi Section - Lot VI° from km. 719+220 to km.
ALEANDRI S.p.A.
2005
ARES PIEMONTE - Poirino variant
at S.R. 29
COGEFA S.p.A.
2005
Construction work of variant to the built
up areas of of Cureggio and Borgomanero
- Lot 2 Work for the completion of the section
between ex S.S. 32 dir and ex S.S. 142.
CERUTTI
LORENZO S.r.l.
2005
S.S. n. 106 "Jonica" - Branch:
km. 123+300 *km.162+860
Work for the construction
of new bridge on the
river Ancinale
EUROPEA
92 S.p.A.
2005
S.S. 45bis "Gardesana Occidentale" Branch: Salò - Compartment border Urgent work project for the construction
of "Punta Forbisicle" tunnel from progr.
Km 92+586 to progr. Km 93+432
GARDESANA
S.C.A.R.L.
2005
Working project to build the ring road in
the built-up area of Chiusole on S.P. n. 90
Right Adige
CARENA S.p.A.
2008
Province of Ancona - S.S. n° 76
"Val d'Esino" - Junction for the connection
of the intermodal centre of Jesi
ALEANDRI S.p.A.
2008
S.S. n° 39 "Passo di Aprica" - Branch:
Tresenda-Edolo – Project for road work
and carriageway widening
CIR S.p.A.
2009
Urban road from Via Lungomare Canepa to
Piazza Savio, sliproad with ANAS viability
on right bak on the Polcevera river and
civil works
ATI:
CARENA S.p.A.
CODELFA S.p.A.
OMBA
2009
S.S. n° 17 Ter "Dell'Appennino Abruzzese
and Appulo-Sannitico" - Branch: Antrodoco
- Navelli - Variant South of the built-up
area of L'Aquila – Slip road between
Mausonia consortium and S.S. 17 ter 2° lot
LIS S.p.A.
2009
Variant to the built-up area of the City
of Alba for the connection between
the regional road for Cortemilia-Savona
and the Asti-Cuneo-Torino ring road
"3° Bridge"
CITTA' DI ALBA
2010
Construction work on the conduct from
Monte Ciminiello turret to the fence of the
new tank of San Paolo, including the interconnection chambers with the existing
scheme at the Monte Ciminiello turret and
the Monte Maialino turret and all the works
relating to loading and vent – Sinni
Aqueduct – 1° Lot
SALVATORE
MATARRESE S.p.A
SIMEONE Nicola &
Figlio S.r.l.
2010
Construction work of South-East variant
in the built-up area of Romagnano Sesia
along the S.P. n° 299 "of Valsesia"
LAURO S.p.A.
2011
New link road connecting the new
Carmagnola Sud toll gate on the
Torino-Savona A6 motorway
with Ex S.S. 20 and Ex S.S. 661
ICG2 S.p.A.
2011
STUDIO CORONA
45
GALLERIE
TUNNELLINGS
DESCRIPTION
CONTRACTOR
YEAR
S.S. 340 "Regina", branch: MenaggioState border. Works from Cima di Porlezza
Km. 46+200 to State border Km. 52+300
- 1° lot from S. Mamete to State border
of progr. 50+690 to progr. Km. 52+300
CARRIERO &
BALDI
1991
Morish-Jerusalem Development Company
Ltd - Route 4 "Mai Naftoach Tunnel"
GITTO
1992
Motorway Messina-Palermo, Extension
Patti-Buonfornello, 2° branch: S.Stefano
di Camastra-S.Agata di Militello, section:
S.Agata di Militello-Caronia, lot 24 bis
"Pizzo Turda"
ITINERA
1992
GITTO
1992
TODINI
1992
Modernisation work of S.S. from Darfo to
Edolo, variant in the built-up areas of Capo
di Ponte , Sellero and Cedegolo 5°-6° lot
from Km. 25+751.82 to Km. 34+355,68
COSIAC
1992
Motorway Torino-Bardonecchia-Susa
(Autoporto/truck terminal)-Rivoli, branch
IV: Susa (Autoporto/truck terminal)Bussoleno, new working project of section
between Km. 0+000 and Km. 5+508.19
for variation of new layout
I.N.C.
1992
S.S. 859 of Valle Antigorlo-Formazza,
variant between Km 27,400 to Km 29.570
to eliminate series of hairpin curves in
"le Casse"
ITINERA
1992
S.S. 280 "dei due mari", work to confer
motorway characteristics to the branch
from Km. 18+200 to Km. 25+800
SACIC
1992
S.S. 33 "of Sempione" - S.S. 859
"Valle Antigorio a Formazza",
Completion work with the construction
of "Pontemaglio" tunnel
LAURO
1992
S.S. 1 Aurelia, work on Follonica-Cecina
section , lot VI B
FEDERICI
1992
S.S. 47 of Valsugana, province of Trento,
project for additional lane work for Ponte
Alto-Rio Farinella section
SALGET
1992
S.S. 89 Garganica, high way road itinerary
from Poggio Imperiale A14 toll gate to
Visate, branch: Rodi Garganico-Vico of
Gargano, lot 1 Extract B
LALLI
1992
Rivoli- Susa (Autoporto/truck terminal)Rivoli, branch IV: Avigliana-Rivoli, lot 31:
from Km. 32+206.64 to Km. 34+602.00
ITINERA
1992
Variant out of the built-up area of Gavi
Ligure for connection between S.P. 161
"Cranna" and S.P. 180 "Val Lemme"
ITINERA
1992
S.S. 36, Construction work project of connecting road between thoroughfare of Lecco
and Valsassina S.S. 27 of Gran S.Bernardo,
branch: Aosta-Swiss border, Construction
work project for the variant of Gignod
between Km. 8+175 and Km. 7+783
CARIBONI
1992
Messina-Palermo motorway, Extension
Patti-Buonfornello 2° Extract: S.Agata di
Militello-Caronia, lot 25 "Tunnel Caronia"
ITINERA
1993
S.S. n°25 "of Valtrebbia" - Work from Km.
40+300 to Km. 40+900 – Serra tunnel
GITTO
1996
S.S. n°45 "Val Trebbia" - Work from Km.
40+300 to Km. 40+900 – Serra tunnel
DI PENTA
1994
Urgent work on the flyover floor at Km. 184+
870 and lowering of the carriageway between
the progressive 184+920 and 184+600
MONTEBRUNO
1994
Messina-Palermo motorway, extension
Patti-Buonfornello, 2° extract: S. Agata di
Militello-Caronia "Piano Bandiera", lot 23 ter
Access to 1997 World Ski Champioships ,
Val di Susa-Oulx ringroad, access from
Sauze d'Oulx to connection to A32, lot 1
46
STUDIO CORONA
47
GALLERIE / TUNNELLINGS
48
S.S. n°28 "Colle di Nava" - Urgent work
for the construction of a rockfall tunnel
between Km. 57+650 and Km. 57-820
for the construction of the road hit by
a landslide ex SNP14 conn NP457
CICUTIN
1995
S.S.n°459 "Valle Antigorio e Formazza"
Consolidation work out of a crater on the
vertical of a tunnel at progr. 0+659 at the
south entrance for the construction work
variant between Km.27+400 and
Km.29+570 to eliminate a series of hairpin
curves in the area of "Le Casse"
EDILCONSOL
1995
S.S.n°339 "Cengio" - Branch: Cortemilia
Compartment border - Urgent work for the
construction of rockfall tunnel at Km.20+400
PORTALUPI
1995
Messina-Palermo Motorway - Tunnel of
Caronia 1 - Lot 25 - 1° Extract
GITTO
1996
Urgent work to consolidate a section of the
tunnel in Gavi Ligure (connection SSPP 160-161)
damaged by a calamitous event in Nov. 1994
LICIS
1996
S.S. n°142 "Biellese" - Branch: BiellaRolino Construction work of Variant
between Biella and Rolino - 3° Lot of S.P.
of Castellato Cervo to S.P. of Buronzo –
Overall working project
MATTIODA S.p.A.
1996
Messina-Palermo Motorway – Extension
Patti-Buonfornello - Working project 2°
branch: S.Stefano di Camastra-S.Agata
di Militello - Section: Caronia-S. Stefano
di Camastra - Lot 25bis "Pagliarotto"
P & P S.C.A.R.L.
(C.E.C.)
1997
Messina-Palermo Motorway – Extension
Patti-Buonfornello - Working project 2°
Branch: S.Stefano di Camastra- S. Agata
di Militello - Section: Caronia- S.Stefano di
Camastra - Lot 26 "Portale"
P & P S.C.A.R.L.
(C.E.C.)
1997
Motorway ramification Orbassano Pinerolo Completion branch functional
for the Colombiadi conn. NP1365
ATIVA S.P.A.
1997
S.S. 418 "Of Serra" - Project for functional
recovery work of Serra tunnel facing
BETTI - BERTINO
1997
Motor-and-truckway of Cisa S.p.TO. –
Parma Modernisation work of S.S: n°308
and n°523 between Ghiere and Berceto
and the Bertorella crossroads under ANAS
(interconnection with Cisa A15 motorway)
Construction project 2° section from
Roccamurata to Ostiaparmense
GRASSETTO
1997
S.S. n°301 "of Foscagno" - Branch: Passo
Foscagno - Livigno – Survey on urgent
work to eliminate danger of landslide
through an artificial tunnel between progressive Km. 25+200 and Km. 25+700
LAURO S.p.A.
1997
Motorway Brennero - Trento – work on
recovery on cardano tunnel
OBEROSLER
1997
Motorway ME-PA - 2° branch - S.Stefano di
Camastra - S.Agata di Militello Section Caronia
- S.Stefano di Camastra Lot 26bis "Canneto"
TE.DI.G. scarl
1997
Railway line F.S. Torino-Ceres - Satti Torino Verification project. Station bay
piazzali of tratta alta
CFT 2000
1998
S.S. 112 "d'Aspromonte" - Project for work
needed to eliminate danger between Km.
61+000 and Km. 62+100 Tunnel "C"
COOPCOSTRUTTORI
1998
S. S. n° 21 "Colle della Maddalena" Final
project for pilot hole
ANAS - TORINO
2003
Automatic subway in Torino Engineering
line, test of prefab segments
TEC S.r.l.
2003
MATTIODA S.p.A.
2004
Creation of variant S.S. 589 dei Laghi di
Avigliana in Avigliana and Trana - Lot 2
SITALFA S.p.A.
2004
Province of Imperia - Pieve di Teco S.S. 28 "Colle di Nava" –
Work and modernisation of Variant
in the built-up area of Pieve di Teco
LAURO S.p.A.
2004
Province of Imperia - Chiusavecchia S.S. 28 "Colle di Nava" - Branch: Ponte
di Nava - Imperia – Working project
of Chiusavecchia variant
CARENA S.p.A.
2005
Automatic subway in Torino Line 1 South Extension Section Porta Nuova – Marconi
COGEFA S.p.A.
LAURO S.p.A.
2005
S.S. 45bis "Gardesana Occidentale" Branch: Salò - Compartiment border Project for urgent work for the
construction of "Punta Forbisicle"
tunnel from Km 92+586
to Km 93+432
GARDESANA
S.C.A.R.L.
2005
Modernization and implementation of
safety measures on S.S. 23 of Sestriere
from Perosa Argentina to Cesana Torinese.
Fenestrelle tunnel
MATTIODA S.p.A.
2006
Sicilian Region - Favara di Burgio aqueduct
restructuring – Santa Rosalia Ribera tunnel
FABUR Soc.
Cons. a R.L.
2007
Completion project of motorway collector
and of the Annunziata junction
COMUNE
DI MESSINA
2007
Work to speed up the Palermo - Agrigento
railway line - I° Extract
CARIBONI STRADE
E GALLERIE S.p.A.
2007
Working project to create a ring road in
the built-up area of Chiusole on S.P. n. 90
Right Adige
CARENA S.p.A.
2008
ASR 47/04 - Salerno – Reggio Calabria
motorway - Branch 2° - Section 4° - Lot
3° from Km. 221+443 to Km. 225+800 –
Modernisation work and compliance with
category 1A of the C.N.R./80 norms
CARENA S.p.A.
2008
New mechanised system of transport to
connect c "Via Cantore - Villa Scassi"
COMUNE DI
GENOVA
2010
Work on S.S. 24 of Monginevro
in the Cesana Torinese - Claviere section
including the crossing in the built-up
area of Claviere
STUDIO CORONA
49
OPERE FERROVIARIE
RAILROAD LOTS
50
DESCRIPTION
CONTRACTOR
YEAR
Cuneo-Ventimiglia line, area of Ventimiglia
and viaduct Scarassoui in France
S.C.A.
1973
Torino-Milano line, flyover to Saluggia
S.C.A.
1975
Torino-Genova line, flyover to Villanova
VIALIT
1974
Railway flyover in Via O. Vigliani to Torino
VIALIT
1979
Torino-Trofarello line, quadruplication
VIALIT
1980
Asti-Ovada line, flyover to Mongardino
LICIS
1974
Bra-Alba line, artificial tunnel
SANTINI
1975
Santhià-Arona line, bridge on Cervo
SICOS
1975
S. Paolo of Torino rail to road interchange
CAROLA
1976
S. Giuseppe-Acqui line, railway flyover
Km. 29+170 and Km. 28+417
ALPE STRADE
1977
Firenze-Bologna line, recovery
and widening works
GEOTHEM
1977
Railway offices extention in Porta Nuova
in Torino
VITTORIA
1977
Torino-Lanzo line, railway flyover to
Venaria
VITTORIA
1977
Genova-Ventimiglia line, Imperia station
supporting walls
DAMONTE
1977
Milano-Venezia line to Verona, repair work
CAVE STRADE
1977
Cantalupo-Cavallermaggiore Line,
artificial tunnel
MARCARINO
1977
Torino-Genova Line, Torino-Trofarello quadruplication
CARENA
1978
Cuneo-Ventimiglia line, avalanche shelter
Km. 32+534
CARENA
1979
Torino-Modane line, Exilles rockfall station
ASFALTI SINTEX
1979
South Ring road underpass,
Orbassano switch-yard
CIS
1979
Mores-Chilivani line ,
flyover Strada Provinciale
EDISTRA
1979
Genova-Savona line,
railway flyover to Voltri
BERTOLO
1979
Asti-Monferrato line, iron bridges
RUSCALLA
1979
Torino-Modane railway, Rivo Combassa
bridge protection and construction of two
artificial tunnel sections
CIS
1979
Chilivani railway line
EDISTRA
1980
Novara station suspended tank
LICIS
1983
Vercelli - Project works to recover
the Belvedere railway flyover
LAURO
1994
Concession for the work necessary
to modernize and potentiate the railway
Torino-Ceres S.S.E. Germagnano –
railway flyover S. Maurizio – Caselle
undersground station
ITINERA
1996
STUDIO CORONA
51
OPERE FERROVIARIE / RAILROAD LOTS
52
PA-ME railway line – Creation of double
track in section Pace di Mela Rometta
from Km. 1+411.66 to Km. 4+858.46
I.R.A.
2000
U.O. Tunnel - Working project – PalermoMessina railway line – Messina-Patti
doubling up - Section : Rometta-Pace
di Mela from Km. 4+326.56 to
Km. 5+072.56
S.C.A.
2000
Torino-Ceres railway- Recovery of flood
damages on 13/10 to the bridge at 7+995
in Stura di Venaria
SATTI
2000
SATTI S.p.TO. Turin automatic subway Line 1 Section Fermi-Pozzo Strada Lot 3°
Yard project consulting services
GRASSETTO
2001
Ferrovie dello Stato - Line: Milano-Napoli
Section: Roma-Napoli – Test
Ing. RODRIQUEZ
2001
Turin automatic subway – Line 1 Section:
Deposit-Fermi
ITER
2001
PA-ME railway line - Creation of double
track in section Pace di Mela Rometta from
Km. 0+000,00 to Km. 1+411,66
FE.IRA
(FERRARI)
2002
CAV. TO. MI. - Junction of Settimo Torinese
on A4 – Supporting walls
CAVSETTIMO
2003
Palermo-Messina railway line Creation
of civil works for Rometta station from
Km. 8+386,43 to Km. 9+410,23 New underpass of Rometta
FE. IRA
2003
Railway line speed-up Palermo -Agrigento
- I° Extract
CARIBONI STRADE
E GALLERIE S.p.A.
2007
Plano-altimetric project and construction of
1st subway line of Almaty in Kazakhstan
MUNICIPALITA'
DI ALMATY
(KAZAKHISTAN)
2008
STUDIO CORONA
53
COMMESSE INTENAZIONALI
INTERNATIONAL WORKS
54
DESCRIPTION
CONTRACTOR
YEAR
Port of Monaco pier
Ing. IORI
1970
Punta Arenas Pier in Argentina
IMPRESIT
1970
Monaco hospital landslide
Ing. IORI
1970
Hotel Bristol, Monaco Principality
Ing. IORI
1971
Condominium "Bel Air", Monaco Principality
Ing. IORI
1971
Immeuble "H", Monaco Principality
Ing. IORI
1971
Condominium "Les Caravelles" to Monaco
Principality
Ing. IORI
1971
Basketball stadium covering, Monaco
Principality
Ing. IORI
1971
Prisco port in Perù, general markets
IMPRESIT
1971
Aluar plant of Puerto Madryn, Argentina - Chubut
IMPRESIT
1972
Residential area in Riyadh, Saudi Arabia
GENGHINI
1972
Tank in Annata, Algeria
COSTRA
1972
Tiarret plant in Algeria
FIAT ENGINEERING
1972
Depuration plants in Frejus, France
Ing. IORI
1973
Sewage system of Tripoli, Libya
Ing. PIA
1973
Gaz de France, methane pipeline in France
INCISA
1973
Italian Embassy in Kabul-Afghanistan,
structural engineering design
Arch. BRUNO
1984
State of Israel, Ministry of Construction
& Housing, Public Works Department,
Road n. 60 Har Gilo Tunnel
GITTO
1992
Moriah, Jerusalem Development Company
Ltd, Route 4, "Mai Naftoach Tunnel"
GITTO
1994
Tunisia – Societè Nationale des Cherrins
de Fer Tunisien –
Work on mountain range Oued Siliana
crossing of line 6 pk 105:821
ITINERA
1994
Tender - river Agueda viaduct
SACIC
1994
Moriah - Jerusalem Developement Company
Ltd - Route 4 - "Mai Naftoach Tunnel"
GITTO
1994
Hoce - Arja Vas Motorway – Slovenske
Konjice subsection
ITINERA
1995
Singapore light subway
DEAL
1995
Construction of wharf caissons in Mikonos port
LUNGARINI
1996
Construction of due bridges and parallel work
in the section Gournes-Penisola of the northern road axis of Southern Crete – Bridges
over the river Aposelmi
ITINERA
1996
Wadi Haddada Tunnel, Amman
GITTO
1996
Taiwan Area National Expressway Engineering
Bureau - Ministry of Trasportation and
Communications Repubblic of China Second
Freeway extention project
I.N.C.
1997
The Hoshemin Kingdam of Jordan - Ministry
of work and irrigation, water authority of
Jourdan Improvement of the Anman-Alsmara Waste water project construction of Macka tunnel
GITTO
1997
Motorway Koper-Lendava Tender consultancy
services
GRASSETTO
1998
Crinikal viaduct design
ITINERA
1998
Wadi - Mudiq - Gillay tunnel
C.E.C.
1998
AC Koper-Lendava with adjoining arms
Section: 7 Blagovica-Šentjakob - SubSection:
7/2 Lukovica-Šentjakob from 0.000 km 11.660 km - Consulenza per offerta of gara
GRASSETTO
1999
Autoroute Est-Ovest - Troncon Lakadara Uaison RN5 - Lot "Tunnel"
C.E.C.
2000
Bridge on Orashi river
GITTO
2000
Rieka-Zagabria Motorway - Lot 1° (Tender)
COOPCOSTRUTTORI
2001
State of Israel - Kikar Zahal Tunnel in Jerusalem
C.E.C.
2001
Project Bodo Bonny Road in Nigeria Final,
working and yard project
C.E.C.
2003
Federal Ministry of Works Mabushi – Abuja
Project Itidigi Bridge and Approaach Roads
Abba Omega - Itidigi Ediba - Ugep Road
Route 44 (F113), in cross river state
C.E.C.
2003
STUDIO CORONA
55
COMMESSE INTERNAZIONALI / INTERNATIONAL WORKS
56
Preliminary study of a road tunnel near
Makeni
C.E.C. PLT
2004
Intercomunal collector of Algeri–Geotechnicstructural consutancy services assignment
GI.CO. S.p.A.
2004
Preliminary study for Benin City overpass
C.E.C. PLT
2004
Shopping Centre
C.E.C. PLT
2004
United Republic of Tanzania - The board of
trustees of the national social security fund
Tender no. 009 of 2003/04 - Proposal
technical for the Kigamboni Bridge Project
Dar Es Salaam
C.E.C. PLT
2005
Engineering for bridge on the Highway
Freetown - Conakry - Sierra Leone
C.E.C. PLT
2005
Mbiama - Warri Road
C.E.C. PLT
2006
Gitto Abuja Tower
CORONA NIGERIA
2007
Romania - Directia Regionala Craiova
Lot 6 - DN 67 Km. 39+076
Work on bridges
COMPANIA NATIONALA
DE AUTOSTRAZI SI
DRUMURI NATIONALE S.A
2007
Romania - Directia Regionala Craiova
Lot 17 - DN 67B Km. 137+481
Work on bridges
COMPANIA NATIONALA
DE AUTOSTRAZI SI
DRUMURI NATIONALE S.A
2007
Plano-altimetric project and construction
of 1st subway line of Almaty
in Kazakhstan
MUNICIPALITA'
DI ALMATY
(KAZAKHISTAN)
2008
Dakar Tower
CORONA SENEGAL
2009
Consultancy services to European community
Contract Lot 2 - Transportation and Infrastructures
COMUNITA'
EUROPEA
2010
Bangalore Metro Rail Project - Consultancy
for City Market - Chickpet stations tender
GEODATA S.p.A.
2010
Chennai Metro Rail - Phase 1 Consultancy for
Lot 1 tender
GEODATA S.p.A.
2010
Cile-Argentina railway line- Study of alternative plano-altimetric layout
SEA
CONSULTING Srl
2010
Working project Orastie-Sibiu motorway
Lot 2
STRACO S.p.A.
2011
Nembe-Brass Road and Ugbo-Ughoye
Road Works of art design
MORENO PLT
2011
CENTRALI NUCLEARI
NUCLEAR POWER STATIONS
DESCRIPTION
CONTRACTOR
YEAR
Nuclear power station of Trino Vercellese
Seismic requalification and new office
building. Engineering of guarantee
and quality regime
ENEL (Milano)
1984
"E. Fermi" power station- Trino Vercellese
Controlled Area Entrance restructuring
Auxiliary building, electric plant project
and thermo-ventilation service of the plant
RECCHI (Torino)
1985
Provisional information centre
Trino Vercellese
RECCHI (Torino)
1985
Sezione longitudinale - edificio del reattore nucleare
Longitudinal section - building for nuclear reactor
STUDIO CORONA
57
DIREZIONE LAVORI
SUPERVISION
58
DESCRIPTION
CONTRACTOR
YEAR
Lingotto restructuring, works on II° phase
Project: Renzo Piano Building Workshop works
amount: 256 billion, General and structural
supervision
SOC. LINGOTTO
1992
Structural supervision
LEVI
1994
a
General Supervision consortium (and structural)
+ mis. and contabil. + daily assist., Work to
complete 3rd phase Lingotto
D.L. III FASE
1999
Stream intervention for Ceronda bridge reconstruction in Venaria – Supervision and engineering and execution safety coordination
SATTI
1999
General supervision Lingotto ground level parking lot (60,000 mq) area to the right of the railway with connected viability
LINGOTTO
2000
A6-A21 Connection (Asti-Cuneo) Branch 1 - Lot
1 – Assignment to Giovanni Corona as Works
Director
SATAP
2000
A6-A21 Connection (Asti-Cuneo) Branch 1 - Lot
1 - Assignment to Giovanni Corona as Works
Manager
SATAP
2000
General Supervision consortium (and structural)
+ mis. and contabil. + daily assist., Work to
complete 3rd phase Lingotto
D.L. IIIa FASE
2000
Autonomous Province of Trento –
Assignment to E. Marro as coordinator
during work and update of exec.
project of Taio ring road - Section:
Segno-Taio on S.S. 43
P.A.T.494
2001
Province - S.P. n. 27 "Castello d'Annone Nizza
Monferrato" – Widening of bridge on Tanaro
river in Rocchetta Tanaro
PROVINCIA DI
ASTI
2001
C.so Spezia-C.so Sebastopoli underpass
COMUNE DI TORINO
2001
Torino-Alessandria-Piacenza Motorway Work on
Tanaro river viaduct foundation for the safety di
the Alessandria built-up area
SINA
2001
Widening di bridge on Po river in Casale
Monferrato
CITTA' DI CASALE
MONFERRATO
2001
A6-A21 ASTI-CUNEO Connection Branch 1 Lot 1 – Static testing assistance
ITINERA
2001
Erice cablweway - Consultancy services for
project validation
PROVINCIA DI
TRAPANI
2001
Autonomous Province di Trento - variants and
work on S.S. n°43 "Valle di Non" - Branch:
Mollaro-Taio and Taio ring road
P.A.T.
2002
Ski-lifts - New Garnel (lot 3) Fraiteve 3 (lot 4) Fraiteve 3 - SUPERVISION New Garnel –
Supervision
AGENZIA
TORINO 2006
2002
Turin Subway – Plant to produce prefab
ashlars
T.E.C.
2002
General – Assistance supervision assignment
CONSORZIO
2002
Colle Bercia ski-lifts(lot 5) – La Sellette (lot 6)
- La Sellette supervision - La Coche supervision
AGENZIA
TORINO 2006
2002
Palasport - Oval Lingotto Design and general
supervision HOK groupleader supervision
AGENZIA
TORINO 2006
2002
Plano-altimetric survey assignment,
measurement and accounting supervision,
execution phase coordinator for work
ex D.Lgs. 494/96 s.m.i. Sky Lodge
La Sellette ski-lifts
AGENZIA
TORINO 2006
2003
execution phase coordinator for work ex
D.Lgs. 494/96 La Coche-Serra Granet-Colle
Bercia ski-lifts
AGENZIA
TORINO 2006
2003
D.Lgs. 494/96 R02 Fraiteve 3 ski-lifts
AGENZIA
TORINO 2006
2003
Plano-altimetric survey assignment, measurement and accounting supervision, execution phase coordinator for work ex D.Lgs.
494/96 R04 New Garnel ski-lifts
AGENZIA
TORINO 2006
2003
D.Lgs. 494/96 R14 Trebials ski-lifts
AGENZIA
TORINO 2006
2003
Bridge widening on Tanaro river in Rocchetta
Tanaro
PROVINCIA
DI ASTI
2003
Trapani-Erice cablecar
PROVINCIA REG.
2003
Engineering for the completion of the section
Catania-Siracusa motorway –
Tender consulting services
BONATTI
2003
City of Casale Monferrato - Extension work
on road bridge river Po Supervision
COMUNE
DI CASALE
2004
Variants and work on S.S. n° 43 “di Valle di
Non” - Supervision
PROV. AUTONOMA 2004
DI TRENTO
Final and working engineering. 494/96 Safety
coordination, supervision and assistance to
carry out the necessary maintenance tests to
consolidate the old bridge on the River Po
against eroding agents
COMUNE DI
CASALE
2004
Two-chair fixed attachment lift Limonetto Pernante
COMUNE DI
LIMONE PIEMONTE
2004
Work connected to final engineering of 4-seat
chairlift with automatic attachment
"Cabanaira" in Limone Piemonte
COMUNE DI
LIMONE PIEMONTE
2004
Scope Spina 3 - Z.U.T. 4.13 –
Comprensorio Savigliano S.N.O.S. S.p.TO. –
Spaces for new Development Opportunities –
Requalification of ex-Officine Savigliano
to create high technological content
businesses - Lot UMI I-C
ROSSO GEOM.
FRANCESCO &
FIGLI S.p.A.
2005
S.R. 10 bis External ring road connection
to Turin conurbation (East ring road ) Connection section between S.S. 11
and S.S. 590 Ponte Gassino
S.C.R. PIEMONTE S.P.A.
2008
Top station - Monte Bianco cable car Helbronner - Nuovo rifugio Torino
SOCIETA' FUNIVIE
MONTE BIANCO
2011
PROG. LINGOTTO
DI TRAPANI
STUDIO CORONA
59
EDIFICI CIVILI
CIVIL BUILDINGS
60
DESCRIPTION
CONTRACTOR
YEAR
FIAT, Via Biscaretti real estate
GUERRINI
1970
FIAT Mirafiori, warehouse
GUERRINI
1970
FIAT Mirafiori, ampliamento meccanica
GUERRINI
1970
INCA plant in Volpiano
CARRA'
1970
FATES plant in Occhieppo
CANTONE E MAGGIA
1970
Alberto Bracco plant, Cossato
CANTONE E MAGGIA
1970
Nova Tant plant in Masazza
CANTONE E MAGGIA
1970
Chopont plant in Pont St. Martin - Bertand
plant in Masazza
CANTONE E MAGGIA
1970
T.I.F.T. plant in Masazza
CANTONE E MAGGIA
1970
Bona and Zumaglia forniture factory
CANTONE E MAGGIA
1970
Sozzi body shop, Biella
CANTONE E MAGGIA
1970
Industrial plant to Villanova d'Asti
VIALIT
1970
Cement plant of Nuraminis, Cagliari
VIBROCEMENTO SARDA
1971
FIAT, aircraft plant enlargement
CARRA'
1971
FIAT Ferriere iron foundry, Bonafous department
CARRA'
1971
Roncagliene plant in Nichelino
BORRIONE
1971
FIAT, Rivalta plant
MARCORA
1971
SILCA, Cassini, tine accumulation
BELOIT ITALIA
1971
FIAT, iron foundry plant enlargement in Turin
CARRA'
1971
Moncalieri power plant
A.E.M.
1971
Soc. Naz. Cogne-Aosta, rolling mill
VIBRANDO E PIGNATARO
1971
Materials test laboratory enlargement
POLITECNICO
1971
Compressed light cement shed
CEMENTERIA PRESA
1972
Plant in Chivasso, painting
LANCIA
1972
Plant in Chivasso, press production unit
LANCIA
1972
Plant in Chivasso, thermal power plant
LANCIA
1972
Branch in Torino
LANCIA
1972
Branch in Palermo
LANCIA
1972
Branch in Verona
LANCIA
1972
Branch in Bologna
LANCIA
1972
Branch in Padova
LANCIA
1972
Branch in Bari
LANCIA
1972
S. Pietro neighbourhood in Biella
MAGGIA
1973
Sassone plant in Ronco Biellese
MAGGIA
1973
Apartment block in Parco
MAGGIA
1973
Low building Olimpic 2
MAGGIA
1973
Swimming pool in Prè St. Didier
FOLLIOLEY
1973
MTM plant, Masazza
EDIL 2000
1973
Giasmina plant, Masazza
EDIL 2000
1973
Warehouses in S. Benigno Canavese
GARETTO
1973
Sports forum in Vado Ligure
GARETTO
1973
Frassati gym in Pollone
DELSIGNORE
1973
Building complex Cielo Alto in Cervinia
DELSIGNORE
1973
Ceramic tiles plant in Pisa
DELSIGNORE
1973
New remand prison in Torino
NAVONE
1973
Industrial buildings in Nichelino
NAVONE
1973
Fiber technic plant in Robbio
BARATTO
1973
Shed enlargement in Robbio
BARATTO
1973
Shed enlargement, 1974
BARATTO
1973
IPAI building in Vercelli
BARATTO
1973
'78 plant and warehouse in Robbio
BARATTO
1973
Bank of Italy, branch in Firenze
DESSI'
1973
Sole Motorway, Piacenza Sud station
DESSI'
1973
Eridania company, storage in Melzo
DESSI'
1973
New remand prison in Aosta
DESSI'
1976
Silos from 20.000 mc., plant in Russi, Eridania
DESSI'
1973
Silos from 26.000 t.to., S.Pietro Casale
for Eridania
DESSI'
1973
Magnolia apartment block in Moncalieri
BALLOR E VOGLIOTTI
1973
Industrial plant and offices in Leinì
VITTORIA
1973
Rumiana Sud plant in Cagliari
VIBROCEMENTO SARDA
1973
Steel mill in Susa
ASSA
1973
Steel mill Tirreno in Milazzo
RECCHI
1974
Parking lot for Imperia Hospital
BERTOLO
1975
Warehouses renovation in Sanremo
BERTOLO
1975
Prefabricated shed in Saluzzo
COGIBIT
1977
Warehouses renovation in Imperia
AGNESI
1976
Taormina parking lot, Messina-Catania
motorway
SI.GE.CO
1977
Vertek plant in Condove
C.I.S.
1978
Fiat aircrafts hangars in Caselle
C.I.S.
1978
Agricultural products shed in Modica,
Sicilia
ALLIBRIO
1979
Nursery in Torino in Corso Emilia
BORINI
1979
Textiles Study Centre, Biella
BORINI
1980
Nursery in Torino in Via Lanzo
BORINI
1981
Junior high school in Settimo Torinese
BORINI
1981
New Agency in Vercelli
IST. BANC. S.PAOLO
1979
Service center in Via Lugaro in Torino
IST. BANC. S.PAOLO
1975
New Agency in Ivrea
IST. BANC. S.PAOLO
1980
New Agency in Ovada
IST. BANC. S.PAOLO
1978
New Agency in Avigliana
IST. BANC. S.PAOLO
1978
New Agency in Rivoli
IST. BANC. S.PAOLO
1982
Building in Via S.Teresa in Torino
BANCA COMIT
1981
Federal German School in Roma
B.B.D.
1980
German Embassy at Vaticano
B.B.D.
1980
Villa Benedicenti in Chieri
HUTTER
1979
Sport hall in Cremona
R.D.B.
1978
Cairo Montenotte Nursery
LOMBARDINI
1978
Warehouse in Torino
EDILVICTOR
1974
Technical-Industrial Institute in Biella
ZERBOLA
1980
Underground parking lot in Torino
BORINI
1982
Missile shed in La Spezia
SI.GE.CO
1981
Floriculture Marketing Center, Sanremo
BETONFER
1983
Subalpina Bank, Torino headquarters and
central branch
ABRATE
1985
Giaione farmhouse in Via Guido Reni, Torino
MENARDI
1985
Nuova Italsider, Bagnoli (Napoli), production
units moving 02-325 t/g
SACCO
1986
S.S. 36, construction of operation center
Higway 36 (C.O.S)
SI.GE.CO
1988
Architectural arrangement of Monte Bianco
tunnel entrance
FOLLIOLEY
1990
STUDIO CORONA
61
EDIFICI CIVILI / CIVIL BUILDINGS
Arch. Paolo Portoghesi
62
Cuorgnè Municipality- Highschool complex
"Jervis" enlargement for new premises of
Professional Trade Institute and adjustment
for Trade and Surveyors Institute "XXV
Aprile"
COOPERATIVA
SABAZIA
1993
Construction of new headquarters of Regional
Inspectorate of Fire Brigade in Piemonte and
Valle d’Aosta
FARESINA
1993
Electric substations in Martenitto and Borgaro
– South-west substation plant in Moncalieri
A.E.M.
1994
Castrovillari Municipality(CS) – Urban redevolpment with of the historical centre
SI.GE.CO
1994
Connection between Bardonecchia and Rivoli
Section III: Deveys-Susa – Ventilation plant
n. 2 – Building for the air intake at the top of
the chimney
I.N.C.
1994
Enlargement of road of corso Duca degli
Abruzzi in the area near ex O.G.R. - connection to to exisitng premises
TEKNE
1995
Renovation and conversion of the airport area
in Aosta
LAURO
1995
Locana Municipality – Hydroelectric plant of
San Lorenzo, Torino province, structural
working project
MATTIODA
1995
Industrial building superelevation,
offices area
SOC. S. DAMIANO
1996
Sanremo Municipality - Imperia province,
project for interior transformation of the
existing building, aimed to apply a different
use of the inside locations
VIALIT
1996
Liguria Region - Imperia Province, Taggia
Municipality – Building for tertiary residential
purposes with 2 levels of garage to be realized in Arma di Taggia, in the area BR 15 of
S.U.T.O
VIALIT
1996
Industrial complex in Viale di Ghisallo 16
Milano - Property RHIFIM S.p.TO. Milano
Renter RHIAG S.p.TO. Milano
RHIAG S.P.A.
1997
Unieco depuration plant - Azienda Po
Sangone – Final filtration system of water
treatmement plant
UNIECO
1997
Working project plant in Favara (AG) for prefabricated elements production
IPE
1997
Court of Torino technical verification quote
n°67/98 - Causa Lingotto Srl/ Of-Favero
Spa/Maltauro Spa
LINGOTTO
1998
Consulting service Mr. Mottino to Mr. Neirotti
for Lingotto project Fiat centenary
ING. NEIROTTI
1998
Piemonte Region - Vercelli Province, Vercelli
Municipality- Archdiocese of Vercelli development through conservative renovation of
the Vercelli Episcopio destined as Museo of
Tesoro of Duomo and Archivio Capitolare e
Biblioteca – Integrated working project of
2° lot
ARCIDIOCESI OF
VERCELLI
1999
Official survey for structural work on the
Piazza Italia 3/5 Vinovo garages, including
static testing at projeect end
ATC - TO
1999
Consulting service for Lingotto track
restoration
LINGOTTO
1999
Technical consulting service regarding building facades in Nichelino, Via Parri and Via
Cacciatori, and in Moncalieri, Via Tetti Piatti
ATC
TORINO 3 CASE
1999
Project for contract work of a SSE in S.
Benigno and Cabina TE in Settimo Torinese
Architectural Project – struttural metric calculation (excluding reiforcements)
ALSTOM
1999
Lingotto Multifunctional Centre – 3rd phase
works - Pathè-Lingotto court – Assistance to
structural testing for works in Lingotto S.p.A.
and supervision, assistance to testing, works,
architectural and finishing liquidation.
LINGOTTO
CINEMA E
SVILUPPO S.P.A.
2000
Cable car Taormina-Letoianni, conclusive
project civil works
ING. SASCARO
2000
Torino Underground plant precast production
facilities
T.E.C.
2002
Biella Hospital Working project changes
DE LIETO
2002
Creation of multi-purpose hall and parking
lot in Bielmonte
COMUNITA’ MONTANA 2003
“VALLE DI MOSSO”
Volvera Municipality – Construction of three
new premises for industrial and/or commercial purpose
ABRATE S.r.l.
Top station- Monte Bianco cableway in
Helbronner – Nuovo Rifugio Torino
SOCIETA' FUNIVIE 2006
MONTE BIANCO
Construction work Sports Hall
1° lot
COMUNE OF VILLAFRANCA PIEMONTE
Gitto Abuja Tower
CORONA NIGERIA 2007
Exterior fitting of "COCEA" warehouses
in Taio
PROVINCE AUTONOMA 2009
OF TRENTO
Dakar Tower
CORONA SENEGAL 2009
2006
2007
STUDIO CORONA
63
SPECIAL WORKS
64
DESCRIPTION
CONTRACTOR
YEAR
S.S. n. 337 "in Val Vigezzo" - Branch: Unico
Novara province – Urgent works for collapsed
road reconstruction at Km. 9+850
ITINERA
1993
S.S. n. 142 "Biellese" – Urgent works for
foundation structures reconstruction of two
viaduct piers on river Cervo
ABRATE
1993
S.S. n. 36 "Lago of Como e Spluga" Appraisal
of urgent works for the static recovery of
Monte Piazzo tunnel, between Km. 84+428
and Km. 84+451
I.B.C.
1994
Beams testing C.P.C. - Pian di Molo Porto
Empedocle Viaduct (AG)
C.P.C.
1994
S.S. n. 299 "Alagna" - Branch: Km. 40+000
Alagna - Novara Province – Urgent works for
the construction of road surface works for
protection from falling rocks at Km. 83+000
LAURO
1994
S.S. n. 113 "Settentrionale sicula" –Messina
Province - Urgent works of extraordinary
maintenance for the recovery and consolidation of the "Oliveri" bridge at Km. 61+900
VINCENZO VIRGA
1994
S.S. n. 631 "of Val Cannobina" - Branch:
Unico – Urgent works for damage repair of
state higway Km. 13+520 after floods of
October 1992
LAURO
1994
Torino-Alessandria-Piacenza Motorway , concrete restoration works and protection of
Andona viaduct Km. 27+202 from pier n. 11
to n. 14
LICIS
1994
S.S. n. 334 "of Sassello" – Urgent works road
restoration at Km. 50+520
ALPE STRADE
1994
S.S. n. 190 "delle Solfare” - Riesi II Viaduct
pier foundation restoration, subject to landslides – Practical integration 241/76
ANAS PALERMO
1994
Artificial tunnel
COGEFA
1994
S.S. n. 24 "of Monginevro" – Damaged overpass restoration at Km. 49+100
COGEFA
1994
S.S. n. 334 "of Sassello" - Branch: AcquiSavona province border - Alessandria
province – Urgent works for collapsed road
restoration at Km. 50+200 execution of
works by strenghtening and support
IVALDI
1994
S.S. n. 142 "Biellese" - Urgent works for
foundations of two pier structures consolidation of viaduct on river Cervo
TREVI
1994
Novara province - S.P. “Riceno” – Landslide
restoration works at 0+900
LAURO
1994
S.S. n. 23 "Colle del Sestriere" - Branch:
Stupinigi - Cesana T.se -Torino Province
Damage appraisal for urgent works on collapsed road at Km. 74+560 after floods in
November 1994
ABRATE
1994
S.P. n. 4 "Baldissero" - Reconstruction of
road between Km. 1+600: 1+800 - b) S.P.
n. 117 "Cordova" Reconstruction of road
between Km. 1+500 : 1+600
ABRATE
1994
Ivrea-Santhià Motorway – Completion of
right wall consolidation from 14+461 to
14+900
ATIVA S.P.A.
1995
S.S. n. 9 "Via Emilia" - Lodi-Piacenza Branch
Urgent work for consolidetaion and static recovery of pier n. 1-2 on Po river to Piacenza
SICOP
1995
Torino-Piacenza Motorway - Lot: GoriaBaldichieri - via Cavour underpass Structural
intervention work
ITERSTRADE
1995
S.S. n. 458 "Casalborgone" – Bridge recovery
work at Km. 6+900 damaged during the
November 1994 floods
SALGET
1995
S.S. n. 113 "Settentrionale Sicula" – Working
project for urgent work for the recovery of a
bridge seriously damaged, located in progr.
Km. 89+450
VERSACI
1995
S.S. n. 190 "delle Solfare – Urgent extraordinary maintenance work for the consolidation
of the a landslide between piers n. 23 and n.
25 of viaduct Riesi II at Km. 33,700
S. NICOLA
1995
S.S. n. 92 "dell'Appennino Meridionale"
Urgent work project to reopen to traffic interrupted for a landslide between Km. 7+800
and 11+000
ROMANA SCAVI
1995
S.S. n. 23 "of Colle of Sestriere" – StupinigiCesana Torinese Branch – Urgent work for
the consolidation of a road with landslide at
Km.74+630
ABRATE
1995
Urgent work for the reconstruction of a road
after the Belbo river floods between Km.
23+320 and Km. 23+510
LAURO
1995
S.S. n. 23 "Colle del Sestriere" - : StupinigiCesana Branch- Province of Torino Urgent
work for the consolidation of a road with
landslide at Km. 74+630
ABRATE
1995
S.S. n. 596 Dir. "dei Cairoli" - Urgent work
project for the reconstruction of a bridge on
the Roggia Stura in Terranova of Casale Monf.
Collapsed after the November 1994 floods
SALGET
1996
S.S. n. 142 "Biellese" – Consolidation work
for piers 6-7-8 of viaduct on Cervo river
LAURO
1996
S.S. n. 28 Dir. - Branch: Mondovì-CarrùBastia, Cuneo province - Urgent work for
reconstruction of road safeguarding and
strengthening works of bridge on river Tanaro
to Km. 15+800 in Bastia Municipality
PREVE
COSTRUZIONI
1996
S.S. n. 23 "Colle del Sestriere" - Branch:
Stupinigi-Cesana Torinese - Urgent work of
restoration and strengthening of road in
frana to Km.73+900 and 75+000
COGIBIT
1996
Province of Imperia S.S. n. 28 "Colle di
Nava" - Branch: Ponte di Nava – Imperia
Urgent work of plumbing system placement
near of Valico pre-bored hole
VIALIT
1997
S.S. n. 24 "Of Monginevro" - Landslide at
Km.85+100 - Berlinese and counterscarp wall
CONICOS
1997
S.S. n. 23 “Colle del Sestriere" – Branch
Stupinigi-Cesana Torinese -Torino Province
Perizia of Urgent work of rocky slopes
strengthening and protection works against
avalanches between Km. 100+400 and Km.
100+800
COGEFA
1998
65
SPECIAL WORKS
DESCRIPTION
CONTRACTOR
YEAR
Project to create plinths for plant Piobesi
COGIBIT S.p.A.
2004
S.P. 12 "Fondovalle Tanaro" - Branch:
Bastia-Lesegno - Works of road safety
"Fondovalle Tanaro"
INTERSTRADE
S.p.A.
2004
Tunnel Pierremenaud – Partila coating
detachment in tunnel
SITAF S.p.A.
2004
Definitive and executive planning, 494/96
safety coordination , Construction management and assistance to maintenance operation tests needed for floor strengthening
of old bridge on River Po against erosion
COMUNE
DI CASALE
2004
S.S. n° 28 "Colle di Nava" – Technical services for the study of stresses and deformation of Ceva bridge , designed to verify
the acceptability of the item
ANAS TORINO
2004
Strada Provinciale n. 210 - Branch:
Bernezzo-Caraglio – Bridge on Grana,
Study of external floor prestressing
PROVINCE
OF CUNEO
2005
Consulting service for the census of road
bridges on S.S. 45 bis "Gardesana
Occidentale"
ANAS MILANO
2005
S.P. 29 – Preliminary design works of
restoration of bridge on River Po near
built-up area of Cardè
PROVINCE
OF CUNEO
2005
Works of completion II Lot Variant in
Borgomanero - Viaduct on S.S. 32 Dir.:
from SP1 to SP2
FRANCO S.p.A.
2005
Ex S.S. 30 "Valle Bormida" Restoration
span of bridge on River Bormida, orographic left, to Km. 38+610 circa, in Terzo
Municipality (TO)
PROVINCIA
DI ALESSANDRIA
2005
Via Po parking lot – Realization of underground garages in courtyard area in Via
Sant'ottavio n° 5 - Torino
ABRATE S.r.l.
2006
Realization of pedestrian and cycle bridge
crossing on river Dora Baltea along area
ex Montefibre – Historical City - Ivrea
COMUNE
DI IVREA
2007
Completion of protection and strenghtening works built-up area side and infrastructure in Taormina Municipality
SASCARO ING.
2007
S.S. 337 "Valle Vigezzo" – Upgrading
works by strengthening intervention and
restoration of Ribellasca Bridge - Lot III
ANAS TORINO
2008
Novara Province - Romagnano Sesia
Municipality - S.R. n. 142 "Biellese"
Extraordinary maintenance works on bridge on River Sesia
LIS S.p.A.
2008
Strada Provinciale n° 29. Bridge on River
Po at Cardè. Restoration works on bridge
on river Po at built-up area in Cardè
PROVINCE
OF CUNEO
2009
Renovation works on mountain pass side
exit Ramat and Cels tunnels (Bardonecchia
side) – Feasibility study and definitive
project for exchange of carriageway
hypothesis(Cels tunnel - Deveys viaduct)
MUSINET S.p.A.
2009
Project and consultancy for enlargement
section of air intake for tunnel ventilation
MUSINET S.p.A.
2010
ARCAS S.p.A.
2010
Interconnection Italy-France Connection
HVDC 1000 MW – Terna
MUSINET S.p.A.
2010
S.S. 626 "Valle of Salso" - Reconstruction
and strengthening works of Geremia II
viaduct placed at Km. 48+080 of S.S. 626
IMPRESA
GENERALE
COSTRUZIONI S.r.l.
2011
Project of structural works for the execution and of partial reconstruction and
extraordinary maintenance of "Dardanelli"
viaduct in Saint Rhémy-en- Bosses
Municipality (Aosta). Dardanelli Viaduct
STUDIO CORONA
civil engineering
STUDIO CORONA S.r.l.
Corso Re umberto, 23 - Torino - Italia
Tel.: +39 011 5627586 - Fax: +39 011 545739
www.coronasic.it
e-mail: [email protected]

complete works - Studio Corona

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