Agom Case Study

AGOM INTERNATIONAL SRL CASE STUDY

Ideas, engineering and manufacture

Agom International srl – Via Mesero, 12 – 20010 Ossona (MI) – Italy Ph. +39 029029111 – Fax +39 029010201 – e-mail:[email protected] – www.agom.it

CASE STUDY 07/01324

MOSE project for Venice flood protection

Agom E-Link bearings

Figures:

- Location: Venice, Italy – Bocche di Malamocco e San Lorenzo - Owner: Consorzio MOSE - Contractor: GLF - Grandi Lavori Fincosit - Consultant / Consulting engineer: Technital - Date: 2008-2009

Involving of Agom International srl: Agom has designed, manufactured and supplied more than 2000 E-Link bearings for supporting the monolithic concrete caissons.





CASE STUDY 08/00260 – 07/01197

PARALLEL ROADS 3B/4

Agom V-Max pot bearings

Figures:

- Location: UAE – Dubai - Owner: RTA Road and Transport Authority - Dubai - Contractor: DUTCO TENNANT - Design: Parallel Roads Contract 3B and Contract 4 - Consultant / Consulting engineer: Parsons - Total Number of Bridges: 30 - Date: 2008-2010

Involving of Agom International srl: Agom has designed, manufactured and supplied 500 Pot bearings according to AASHTO LRFD code, with vertical load up to 28000 kN





CASE STUDY 07/00262

AVE ROVER ALCISA TORREJONCILLO ABIA DE LA ABISPALIA

Agom Hydraulic Shock Transmission Units (STU) devices

Figures:

- Location: Spain - Owner: Administrador de Infraestructuras Ferroviarias (Adif) - Contractor: Rover Alcisa - Total Bridge length: 1060 m + 850 m - Date: 2009

Involving of Agom International srl: Agom has designed, manufactured and supplied

- nr 20 Hydraulic Shock Transmission Units (STU) devices o Force: 2500 kN o Movement: 850 mm o The device has been tested on the independent laboratory of the Eucentre Pavia



Device installation on viaduct abutment

Device static and dynamic test at independent laboratory of Eucentre Pavia



CASE STUDY 08/00945

AVE LA ALCORAYA UTE VIADUCTO A7 ESTRUCTURA 1-2

VIADUCTO PLA DE LA VALLONGA Agom E-Link elastomeric bearings & V-Max pot bearing

Figures:

- Location: Spain - Alcoraya - Owner: Ministerio do Fomento - Contractor: Rover Alcisa - Total Bridge length: ?? mt - Date: 2008

Involving of Agom International srl: Agom has designed, manufactured and supplied

- nr 64 V-Max pot bearings with various combinations of loads - nr 22 E-Link elastomeric bearings



CASE STUDY 06/01634

WAFI CITY BRIDGE Agom V-Max, Highway expansion joints

Figures:

- Location: UAE – Dubai - Owner: RTA - Contractor: China State Construction Enrg. Corp. - Design: Overpass bridge - Consultant / Consulting engineer: Consult Maunsell - Date: 2007

Involved of Agom International srl: Agom has designed, manufactured and supplied

- nr 11 mt AGFLEXJ 80 mm - nr 11 mt AGFLEXJ 140 mm - nr 14 V-Max Pot Bearings with vertical load up to 7000 kN designed according to

AASHTO standard



CASE STUDY 07/00681

DOMOSPORT LAMIA Agom E-Link elastomeric bearings

Figures:

- Location: Greece – Lamia - Owner: ERGOSE (National Railway Administration) - Contractor: Domosport S.A. - Design: Construction of two bridges at the Stalida – Malia section - Consultant / Consulting engineer: Edafomichaniki ATE – SHW Beradente Ingeniure - Total Bridge length: 400 mt - Width of superstructure: 14 mt - Date: 2007


• Nr 48 E-Link C4 850x850x391(216)



CASE STUDY 06/01210

KOURTIDIS CRETE Agom E-Link elastomeric bearings and expansion joints

Figures:

- Location: Greece – Crete Island - Owner: Hellenic Ministry for the Environment, Physical Planning and Public Works - Contractor: Kourtidis S.A. - Design: Construction of two bridges at the Stalida – Malia section - Consultant / Consulting engineer: Technical Research Group - Total Bridge length: 125 mt - Width of superstructure: 15 mt - Date: 2006 - 2007


• Nr 208 E-Link C5 400x300x127 (80) • Mt 60 Highway Expansion joint AGFLEXJ 160



CASE STUDY 06/01572 – 06/01727

ATTIKAT PANAGIA BRIDGES G1 AND G2 Agom V-Max, E-Link and H-Max

Figures:

- Location: Greece – Panagia - Owner: Egnatia Odos - Contractor: Attikat S.A. - Design: Panagia – Grevena bridges - Consultant / Consulting engineer: DOMI Partnership Consulting Engineers - Total Bridge length: G1 280 mt / G2 350 mt - Width of superstructure: 15 mt - Date: 2007


- nr 130 E-Link elastomeric bearings Type C4 600x500x271 (143) - nr 40 E-Link elastomeric bearings Type C4 600x500x226 (110) - nr 68 E-Link elastomeric bearings Type BP 400x240x45 (24) - nr 2 V-Max Pot Bearings AGPM 4000/650/20 - nr 3 V-Max Pot bearings AGPF 12000-2500-2500 - nr 2 H-Max Horizontal load bearings HLBG /650 -1900



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CASE STUDY 06/00741

MALAKASI BRIDGE G7 Agom V-Max, E-Link & H-Max bearings

Figures:

- Location: Greece - Malakasi - Owner: Egnatia Odos - Contractor: Mochlos S.A. - Design: Construction of bridge G7 - Consultant / Consulting engineer: Technical Research Group - Total Bridge length: 300 mt - Width of superstructure: 15 mt - Date: 2007


• Nr 4 V-Max Pot bearings AGPM 5400/517/20 • Nr 2 H-Max Horizontal load bearings HLBG / 517-1500 • Nr 4 E-Link Elastomeric bearing Type BP 700x600x90(50)



CASE STUDY 07/00599

SUSPENSION BRIDGE OVER RIVER EBRO Agom V-Max pot bearing with H-Safe devices

The suspension bridge over river Ebro is the entering door of the city of Amposta (Tarragona).

The suspension bridge, whose project was commissioned to engineer J. Eugene Ribera, begun in 1915 and opened in 1921 by General Primo de Rivera. In March 1938, in the middle of civil war, it was bombed and destroyed, so that the Ebro was saved by a passing boat which later, sank under the weight of the tanks Republicans in his retirement in April 1938.

After the war, the bridge was reconstructed and reopened in 1941

Two 24 mt height stoned towers with the shape of triumph arch are the main features of these bridge in which the steel structure is suspended to iron cables.

The suspension bridge has been for several years the only one crossing point over the last section of Ebro river and has became one of the symbol of the town of Amposta.



Figures:

- Location: Spain – Amposta Tarragona - Owner: Ministerio do Fomento – Direccion General de Carreteras

Demarcacion de Carreteras del Estado en Cataluna - Contractor: UTE AMPOSTA (drace - geocisa - trabajos especiales zut) - Design: Seismic protection of the suspension bridge over River Ebro - Consultant / Consulting engineer: PROES Ingenieros Consultores - Main span: 135 mt - Date: 2007


- nr 4 V-Max pot bearings with H Safe devices: AGPL 700/200-180 - 1400 o Max vertical load: 700 kN o Max Trasversal load: 180 kN o Displacement:: 200 mm o Max Longitudinal load under seismic event: 1400 kN



CASE STUDY 04/00705

TRIESTE’S CATTINARA VIADUCT

Agom Pot bearing CNR 10018

Figures:

- Location: Italy, Trieste City - Owner: ANAS - Contractor: Collini Spa, Cossi - Design: Construction of two steel beam bridges - Consultant / Consulting engineer: INCO Engineering - Milano - Utilization: Connection Trieste City – Venice Highway - Total Bridge length: 330 mt - Width of superstructure: 11 mt - Piles height: 50 mt - Date: Summer 2005

Involved of Agom International srl: Agom has designed, manufactured and supplied different type of pot bearings with sloped upper steel plates: - n°2 AGPT 5000 - 1900 / 20 (P%) - n°2 AGPF 5000 - 1910 - 1910 (P%) - n°2 AGPL 17000 / 70 - 1800 (P%) - n°2 AGPL 17000 / 160 - 1800 (P%) - n°2 AGPL 17000 / 240 - 1800 (P%) - n°2 AGPM 14000 / 70 / 20 (P%) - n°2 AGPM 14000 / 160 / 20 (P%) - n°2 AGPM 14000 / 240 / 20 (P%) - n°2 AGPL 5000 / 300 - 500 (P%) - n°2 AGPM 5000 / 300 / 20 (P%)





CASE STUDY 08/01141

PRIVATE BUILDING SEISMIC BASE ISOLATION Agom E-Safe LRB lead rubber bearing and AGPM slider pot bearings

Figures:

- Location: Milano - Italy - Owner: Nero Mistrel S.r.l. - Contractor: Nero Mistrel S.r.l. - Design: Prof. Mazzola - Consultant / Consulting engineer: Ing. Battaini - Total Building floors: 6 - Date: 2009


- nr 15 E-Safe LRB 500x233 lead rubber bearing - nr 14 AGPM 1750/200/200 slider pot bearings Agom has designed the seismic isolation system and performed the dynamic analysis of the isolated structure. The device has been tested on the independent laboratory of the Eucentre Pavia



Building construction phases

Device dynamic compression and shear test at independent laboratory of Eucentre Pavia



CASE STUDY 07/00263

AVE Valdestillas Agom pot bearing BS 5400

Figures:

- Location: Spain – Valdestillas-Río Duero (Valladolid) - Owner: Administrador de Infraestructuras Ferroviarias (Adif) - Contractor: Azvi - Design: Nuevo acceso ferroviario de Alta Velocidad al Norte y Noroeste de España.

Tramo: Valdestillas-Río Duero . “Viaducto Adaja”, “Viaducto Cega” y “Viaducto Duero”

- Date: 2007 Involved of Agom International srl: Agom has manufactured and supplied

- Pot bearings with vertical load 21.000 kN



CASE STUDY 09/00157

VIADUCTO VIA AUXILIAR (NUEVA) DE FERROCARRIL Agom H-Safe devices

Figures:

- Location: Spain – Al Alcoraya - Alicante - Owner: Administrador de Infraestructuras Ferroviarias (Adif) - Contractor: Rover Alcisa - Design: Seismic protection of high speed railway viaduct - Consultant / Consulting engineer: SIEGRIST Y MORENO S.L.

Total Bridge length: 100 mt - Date: 2009 -


- nr 4 H-Safe viscous dampers: H-Safe VD 2200/160

o Max reaction force : 2200 kN o Displacement:: 160 mm o The device has been tested on the independent laboratory of the Politecnico of

Milano o Agom have performed the seismic non linear dynamics analyses of the structure to

verify the dampers response in term of force, displacement and velocity o The devices keep the bridge fixed for service loads and keep the force constant for

high intensity earthquakes with high energy dissipation to minimize the movement



� Device installation on viaduct abutment

� Device static and dynamic test at independent laboratory of the Politecnico of Milano



CASE STUDY 07/00472

AVE Gabaldón – Villanueva de la Jara POT BEARINGS

� Location : Gabaldón – Villanueva de la Jara (Cuenca) � Owner : Administrador de Infraestructuras Ferroviarias (ADIF)

� Contractor : Dragados

� Design : Línea de Alta velocidad Madrid – Castilla la Mancha – Comunidad

Valenciana – Región de Murcia. Tramo: Gabaldón – Villanueva de la Jara. “Viaducto LAV sobre la autovía A-3”

� Date: 2005

Max vertical load 6,700 kN Horizontal load > 15% V



CASE STUDY 09/00276

Doha NCC Carpark Agom AGFLEXJ Expansion Joints

Figures:

- Location: Doha – Qatar - Contractor: MAN ENTERPRISE QATAR - Design: Expansion Joints between the concrete slabs - Total joint length: 500 mt - Date: 2009


- More than 500 meters of Agflexj Expansion Joint J140 Displacement: 140 mm (+/- 70)



CASE STUDY 06/00646.

DURRAT AL BAHRAIN

Agom steel reinforced elastomeric bearing AASHTO

Figures:

- Location: Bahrain - Owner: Kingdom of Bahrain’s Government and Kuwait Finance House (Bahrain). - Customer: Degussa Construction Chemicals UAE LLC - Design: Construction of bridges: - Date: April 2006

Involved of Agom International Srl: Agom has designed, manufactured and supplied:

- nr 720 reinforced elastomeric bearing (type 1 CR 60 ShA) 450 X 350 X 114 - nr 52 reinforced elastomeric bearings (type 1 CR 60 ShA) 450 X 400 X 129



CASE STUDY 06/01562

Bahrain Financial Harbor (project 03-901)

Agom pot bearing and expansion joints BS 5400

Bahrain Financial Harbour (BFH) is a master planned development aiming to create a complete financial city, a self contained community, in the centre of Manama, Kingdom of Bahrain. The Bahrain Financial Harbour Development Project covers a prime seafront property where reclamation and infrastructure development will be undertaken. The property will be developed into a diversified range of office, residential, retail, leisure and dining components that will cater to all needs.

A USD 1.3 billion integrated master-planned development, the Bahrain Financial Harbour will be home to the entire value chain in the financial services sector.

Figures:

- Location: Manama northern seashore of the main island of the Kingdom of Bahrain - Owner: B.F.H. - Contractor: Ahmed Mansoor Al-A'Ali Co - Design: Unique waterfront development designed for commercial, residential and

leisure purposes - Consultant / Consulting engineer: Africon - Number of bridge: 4 - Date: 2007



Involved of Agom International srl: Agom has designed manufactured and supplied: Bridge nr 1

- Nr 4 AGPM 8300/100/30 - Nr 2 AGPL 8300/100-2500 - Nr 2 AGPT 18500-3500/30 - Nr 4 AGPF 18500-3500-3500 - Nr 4 AGPM 18500/150/30 - Nr 2 AGPL 18500/150-4100 - Nr 4 AGPM 8300/200/30 - Nr 2 AGPL 8300/200-2500 - Mt 46.80 AGFLEXJ 100 ± 50 mm

Bridge nr 2

- Nr 6 AGPT 4500-750/30 - Nr 2 AGPF 4500-1000-250 - Nr 6 AGPM 4500/90/30 - Nr 2 AGPL 4500/90-250 - Mt 45.00 AGFLEXJ 50 ± 25 mm

Bridge nr 3

- Nr 4 AGPM 5000/100/20 - Nr 1 AGPL 5000/100-2000 - Nr 2 AGPT 5000-1000/20 - Nr 3 AGPF 5000-1000-1000 - Mt 23.40 AGFLEXJ 50 ± 25 mm

Bridge nr 4 - Nr 6 AGPT 4500-750/30 - Nr 2 AGPF 4500-1000-250 - Nr 6 AGPM 4500/90/30 - Nr 2 AGPL 4500/90-250 - Mt 32.80 AGFLEXJ 50 ± 25 mm



Key Features: Unique waterfront development designed for commercial, residential and leisure purposes. - 30 individual development units, spreading over

380,000m² of reclaimed land offering office, residential, retail, dining & leisure space.

- The Financial Centre, the hub of all monetary activities includes the Dual Towers, the Financial Mall, and the Harbour House

- Ample lifestyle options with up-market residences, retail and leisure outlets including a luxury hotel and the Bahrain Performance Centre

- Exciting alternatives for relaxation with an array of seafront walkways, shopping boulevards, promenades, a marina, water pathways, water taxis, coffee shops and dining facilities.

- Urban Structured Planning ensuring prime location - A Hydrodynamic Study used to assess the impact of the

reclamation project on the seawater environment, showed that the proposed new shoreline posed no flushing problems and the sediments from the dredging operations also proved non problematic.

- A Traffic Impact Study was also commissioned to calculate additional traffic and its impact on the existing traffic situation. Based on the findings, appropriate infrastructure developments have been proposed to meet the high flow.

Strengths Unique ownership framework based on freehold and strata title. - Single window for financial institutions' licensing and

registration process. - Unique waterfront and marine access. - Holistic lifestyle offering living, working, retail, dining and

leisure facilities. - Structurally and architecturally designed to balance

aesthetics with practical functionality. - Fulfilling corporate social responsibility by instituting

environmentally sound practices such as controlled reclamation, construction and hydro-dynamically designed marina to ensure seawater quality.

- Efficient water supply, electricity supply and drainage systems in place.

- Convenient vehicular access with well-developed road network plans.

- Ample indoor parking area based on international standards.





CASE STUDY 06/01823

BAHRAIN MAP JUNCTION INTERCHANGE Agom AGFLEXJ Expansion Joints

Figures:

- Location: Bahrain - Owner: Kingdom Of Bahrain

Ministry of Works and Housing - Contractor: NASS - Design: Carriageway Expansion Joints with kerb units - Consultant / Consulting engineer: Parsons - Total Joint length: 45 mt - Date: 2009


- Agflexj Expansion Joint J250 Displacement: 250 mm (+/- 125)



CASE STUDY 06/01569

INTERCHANGE S.S. 43 FAI DELLA PAGANELLA ULULONE BRIDGE

Agom High Damping Rubber Bearings (HDRB) and Joints

Figures:

- Location: Italy: Mezzolombardo (TN) - Owner: Region Trentino, Italy - Contractor: Impresa Collini Spa - Design: Construction of a seismic isolated bridge. - Consultant / Consulting engineer: In.Co. - Utilization: overpass of Ululone river (Italy). - Date: 2006-2007

Involved of Agom International srl: Agom has designed, manufactured and supplied:

- nr 2 High damping rubber bearings Ø 1100X337 mm: max Vertical Load 14.000 kN - nr 6 High damping rubber bearings Ø 1000X337 mm: max Vertical Load 11.000 kN - nr 6 High damping rubber bearings Ø 500x233 mm: max Vertical Load 2.900 kN - AGFLEXJ 200/200S expansion joints





CASE STUDY 06/00216

SPOLETO- REGIONAL STRATEGIC CENTRE

Agom E-Safe Seismic Isolators Figures:

- Location: Italy: Spoleto - Owner: Region Umbria, Italy - Contractor: Torelli Dottori Spa - Design: Construction of a seismic isolated building. - Consultant / Consulting engineer: RA Consulting - Utilization: the conservation, maintenance and development of historical and artistic goods of

Umbria region (Italy). - Date: 2006-2007

Involved of Agom International srl: Agom has designed and manufactured:

- nr 32 Seismic Isolators AGOM E-Safe Ø 850x396 mm: max Vertical Load 4.780 kN - nr 17 free sliding bearings: max Vertical Load 4.780 kN

Tests:

- Type tests performed by CESI Laboratory – Seriate (Italy) - Acceptance tests performed by EUCENTRE – Pavia (Italy)









CASE STUDY 07/00867

NICOSIA- Shacolas Emporium Park Shopping Mall-Lot 3

Agom E-Safe Elastomeric Bearing (HDRB)

ITTL Trade Tourist & Leisure Park Ltd, a 100% subsidiary of Woolworth (Cyprus) Properties Public Ltd, is the owner of a property with an area of 102.000sq.m. in a prime location in Athalassa - Nicosia. In this property, the Shacolas Emporium Park is currently under development, a modern shopping mall with international specifications where the customer will combine shopping with leisure.

In the Shacolas Emporium Park Shopping Mall there will be a wide variety of well known retail brands in different shops. There will be a Debenhams Department Store, a Hypermarket of a well known multinational company in the sector, various fashion brands of various well known and successful international chains, a large shop with sports apparel and equipment, shops offering various other services, a multiplex cinema, restaurants and coffee shops. The total area available for use is 27.000sq.m.

In the same area there will also operate a large furniture store IKEA of the well known Swedish chain. The building will be built by the IKEA franchisee at his own cost.

Further, in order to meet the great demand for retail space in the Shacolas Emporium Park, two more building are being developed of a total leasable area of about 12.000sq.m.

In the green area of the Shacolas Emporium Park the «Mana Square» will be built in honor to the Cypriot Mother and a small amphitheatre for cultural events.

The total parking space in the total Shacolas Emporium Park area will exceed 2.500.

All the above buildings are expected to be completed and operational in the second half of 2007.



Figures:

- Location: Cyprus: Nicosia - Owner: ITTL Trade Tourist & Leisure Park Ltd - Contractor: Vert & Blanc - Design: Construction of a seismic isolated building. - Consultant / Consulting engineer: Redesco srl, Ing Giuliani - Utilization: Exhibition area - Date: 2007

Involved of Agom International srl: Agom has designed and manufactured:

- nr 22 High damping rubber bearings (HDRB) Ø 500x198 mm: max Vertical Load 2.900 kN, Horizontal movement ± 120 mm, Damping factor: 16%

- nr 48 free sliding pot bearings: max Vertical Load 6.000 kN - nr 12 Rubber bampers Ø 500

Tests:

Type and acceptance tests performed by EUCENTRE – Pavia (Italy)







CASE STUDY 06/00115

Lysaker Stasjon

Agom pot bearing BS 5400

Lysaker Station is Norway's third-largest railway station, located at Lysaker on Drammenbanen. The station serves regional, local and Airport Express trains. It opened in 1872, and is located 7.00 km west of Oslo and at 7.5 meters elevation. As of 2006, the owner and operator, Jernbaneverket is in the process of renovating the station. The station is located between Skøyen (to the east) and Stabæk, but when the new Askerbanen is finished expanded to Lysaker in 2011, the station will be connected to Sandvika. There are more than one thousand daily bus departures from Lysaker Station and within 800 meters there are 20,000 jobs with an additional 10-15,000 in development. All local and regional trains that operate west of Skøyen stop at the station, in addition to three-hourly Airport Express Trains to Oslo Airport, Gardermoen. In 2006 the process of renovating the station began, with estimated investments of NOK 1 billion. Lysaker Station is planned to be one of the most important stations west of Oslo, and is to continue as a local connection point for public transport. The construction work consists of renovating the station building, expanding the present track from two to four tracks and building a terminus under the existing tracks for the proposed automated light rail Forbunebubanen to Fornebu. The construction work is planned to be completed in 2009 and two years later Askerbanen will be finished between Lysaker and Sandvika

Figures:

- Location: Lysaker - Norway - Owner: Jernbaneverket (Norwegian National Rail Administration) - Contractor: DSI DYWIDAG Systems International AS - Design: Building a new railway station - Consultant / Consulting engineer: Norconsult - Date: 2006

Involved of Agom International srl: Agom has designed, manufactured and supplied: - Nr 1 AGPF 3000-3400-3400 - Nr 1 AGPM 4500/20/20 - Nr 1 AGPM 11000/40/20 - Nr 1 AGPM 10000/40/20 - Nr 1 AGPM 13000/70/20 - Nr 1 AGPM 12000/70/20 - Nr 1 AGPM 11500/110/20



- Nr 1 AGPM 10000/110/20 - Nr 1 AGPM 8500/120/20 - Nr 1 AGPM 7000/120/20 - Nr 1 AGPL 8000/20-2900 - Nr 1 AGPL 4500/140-2400 - Nr 1 AGPM 3500/140/20 - Nr 2 AGPF 1600-560-560 - Nr 2 AGPL 1600/100-536 - Nr 7 AGPM 5600/100/20 - Nr 3 AGPM 4560/100/20 - Nr 2 AGPM 1600/100/20 - Nr 2 AGPT 1600/20-400

The necessity of installing the bearings on a very small piles has required a specific design of the subsidiary steel fixing plates.



UTE AVE CASTELLBISBALL EL PAPIOL LOT 1 Agom pot bearing BS 5400

Figures:

- Location: Papiol (Barcelona) - Spagna - Owner: Administrador de Infraestructuras Ferroviarias (Adif) - Contractor: Papiol Ute (Dragados – Vias) - Design: Nuevo acceso ferroviario de alta velocidad AVE. Tramo: Castellbisbal –

Papiol (Barcelona) - Consultant / Consulting engineer: Administrador de Infraestructuras Ferroviarias

(Adif) - Date: year 2005

Involved of Agom International srl: Agom has designed, manufactured and supplied: - Nr 38 V-Max Pot Bearings with Max Vertical load 11500 kN



CASE STUDY 05/1011

HA'MACHTSEVA BRIDGE

Agom sliding elastomeric bearing EN 1337-3

Figures:

- Location: Israel The quarries near Ichsel Junction - Owner: National Roads Company Ltd - Contractor: Solel Boneh Ltd - Design: Construction of two parallel bridges - Consultant / Consulting engineer: Kedmor Engineers Ltd from Tel- Aviv - Total Bridge length: 400 mt - Width of superstructure: 10.8 mt - Date: April 2006


- nr 8 reinforced elastomeric bearing (type 4E) temporary free sliding Ø 900x240 with adjusting devices

- nr 8 reinforced elastomeric bearings free sliding Ø 750x170 with top sliding plates - nr 8 reinforced elastomeric bearings free sliding Ø 550x69 with top sliding plates - nr 8 reinforced elastomeric bearings free sliding Ø 750x170 with top sliding plates - nr 8 reinforced elastomeric bearings free sliding 400x250x52 with top sliding plates - nr 120 launching pads



CASE STUDY 06/00861

Overseas Bridge At Shershah – Pakistan Agom E-Safe LRB, V-Max Pot Bearing, Highway joint

Figures:

- Location: Pakistan – Sharashah - Owner: Highways and Government Department - Contractor: ECIL - Design: Revamping and seismic protection of a bridge - Consultant / Consulting engineer: Hyperstatic Engineering Design Civil and

Structural Engineering - Cypros - Date: 2006


- nr 4 Lead Core Rubber Bearings E-Safe LRB ø700 x 166 - nr 32 Lead Core Rubber Bearings E-Safe LRB ø500 x 96 - nr 16 V-Max AGPM 16000/250/50 - nr 20 mt AGFLEXJ 250





CASE STUDY 05/01024

AUTOVIA DEL DUERO. N-122 DE ZARAGOZA A PORTUGAL – TRAMO VARIANTE DE AGREDA

Agom pot bearing BS 5400

Figures:

- Location: Agreda (Soria) - Spain - Owner: Ministero de Fomento - Contractor: UTE AGREDA (Pavimentos asfálticos Salamanca - Fernández

Constructor) , ULMA - Design: Construction of a bridge – viaducto 2 - Consultant / Consulting engineer: Idom - Date: 2005

Involved of Agom International srl: Agom has designed, manufactured and supplied: - NR 2 AGPM 3500/270/20 - NR 2 AGPL 3500/270 - 350 - NR 2 AGPM 7000/240/20 - NR 2 AGPL 7000/240 - 700 - NR 2 AGPM 8000/210/20 - NR 2 AGPL 8000/210 - 800 - NR 2 AGPM 8000/280/20 - NR 2 AGPL 8000/280 - 800 - NR 2 AGPM 7000/290/20 - NR 2 AGPL 7000/290 - 700 - NR 2 AGPM 3500/310/20 - NR 2 AGPL 3500/310 - 350



CASE STUDY 03/01299

HIGH SPEED RAILWAY

Agom railway expansion joints, elastomeric bearings and seismic devices

Figures:

- Location: Italy - Owner: R.F.I. - Contractor: Pizzarotti – Impregilo – Itinera – Condotte - Sub Contractor: Alga spa - Design: Railway viaducts and overpasses - Consultant / Consulting engineer: Italferr - Date: 2004 – 2005 - 2006

Involved of Agom International srl: Agom has manufactured:

- More then 1500 mt of dielectric railway expansion joint - More then 800 unit of dielectric reinforced rubber cover plates - More then 4.000 unit of elastomeric seismic restraint - More then 1.500 unit of elastomeric bearings





CASE STUDY 06/01074

BOTTEGO BRIDGE

Agom longitudinal expansion joint AGLJ with AGRIP system

Figures:

- Location: Italy – Parma city - Owner: Comune di Parma - Contractor: Impresa Iembo Michele - Design: Bridge widening - Consultant / Consulting engineer: Politecnica - Bologna - Utilization: Connection of two sides of the City of Parma - Total Bridge length: 120 mt - Width of superstructure: 20 mt - Date: Dicember 2006

Involved of Agom International srl: Agom has designed, manufactured, supplied and installed:

- nr 2 lines of 108 mt longitudinal expansion joints AGLJ with AGRIP system with: o transversal movement: ± 15 mm o longitudinal movement: unlimited o vertical movement: ± 25 mm



CASE STUDY 99/00440

GRAND HOTEL VIADUCT

Agom elastomeric bearings and anti seismic devices

Figures:

- Location: Autoruth Beyruth - Frontier Sylenn; Saoufar – Mdeirej East - Owner: C.E.G.P. - Conseil Executif des Grands Projets - Contractor: Toto Costruzioni - Design: Construction of two viaducts - Date: 1999 - 2000

Involved of Agom International srl: Agom has manufacture:

- Nr 20 anti seismic devices: reinforced elastomeric bearing type 4EA 700x500x390 - nr 44 anti seismic devices: reinforced elastomeric bearings with free sliding plates



CASE STUDY 06/01111

KAVALA

Agom elastomeric bearing and expansion joints

Figures:

- Location: Greece – Kavala - Greece - Owner: Egnatia Odos - Contractor: Attikat Ate - Design: Construction of nr 7 bridges - Consultant / Consulting engineer: Obermeyer - Planen and Beraten - Total Bridge length: mt 20,100,80,40,100,80,70 - Width of superstructure: mt 15,15,15,15,15,15,23 - Date: April 2006


- nr 4 reinforced elastomeric bearing (type 4) 500X300X101(32) - nr 8 reinforced elastomeric bearing (type 4) 450X350X136(44) - nr 4 reinforced elastomeric bearing (type 4) 600X450X151(55) - nr 28 reinforced elastomeric bearing (type 4) 500X400X196(88) - nr 28 reinforced elastomeric bearing (type 4) 500X400X226(110) - mt 16 Expansion Joints AGFLEXJ 140 – movement ±70 mm - mt 76 Expansion Joints AGFLEXJ 160 – movement ±80 mm - mt 46 Expansion Joints AGFLEXJ 200 – movement ±100 mm



CASE STUDY 06/00305

NATIONAL ROAD OF ATHENS-SALONICA

Agom elastomeric bearings

Figures:

- Location: Greece – Lamia - Owner: Eyde - Pathe - Contractor: Athena SA – Mechaniki SA - Design: Construction of a bridge - Consultant / Consulting engineer: Karanikolas - Total Bridge length: mt 90,90 - Width of superstructure: mt 18 - Date: September 2006


- Nr 216 elastomeric bearings Type 5 450X350X166 (110): vertical load 2360 kN - Nr 12 elastomeric bearings Type 1 450X350X54 (38) : vertical load 2360 kN - Nr 108 elastomeric bearings Type 1 200X250X30 (21) : vertical load 625 kN - Nr 112 elastomeric bearings Type 1 400X250X41 (29) : vertical load 1250 kN - Nr 12 elastomeric bearings Type 1 400X250X52 (37) : vertical load 1250 kN - Nr 12 elastomeric bearings Type 1 300X200X52 (37) : vertical load 750 kN



CASE STUDY 06/01276

VARANDEY OFFSHORE TERMINAL

Agom Sea-fastening bearings units

Seaway Heavy Lifting has transported and installed the Varandey FOIROT (Fixed Offshore Ice Resistant Oil Terminal) for Lukoil Kaliningradmomeft using the 2500 ton Heavy Lift Vessel “Stanislav Yudin”. The installation has been done in the Barents Sea, Russia. The steel Base Structure, with a weight of approximately 11.000 ton has been transported on a submersible cargo barge. Five grillage beams have been placed on the cargo deck, onto which the Base Structure has been settled down. In order to sufficiently spread the transportation loads, Agom has manufactured special elastomeric blocks that have been placed between the grillage beams and the Base Structure. In addition, special elastomeric double stoppers have been positioned on the four corners to restrain the Base Structure during transportation.



Figures:

- Location: Russia: Barents sea - Owner: Lukoil Kaliningradmomeft - Contractor: Lukoil Kaliningradmomeft - Design: Heavy lift vessel - Consultant / Consulting engineer: Seaway Heavy Lifting Engineering BV - Utilization: Transport and installation of an Offshore Ice resistant Oil Terminal - Date: 2007


- nr 75 single Support bearings units max Vertical Load 3.200 kN - nr 25 double Sea-fastening bearings units max Vertical Load 5.500 kN

Each support bearing consists of one or two laminated rubber blocks vulcanised onto a steel base plate provided with suitable fixing holes. Each rubber block is built up using special natural rubber layers reinforced with steel layers.



CASE STUDY 06/00351

AVE Enova – Pobla Llarga Agom pot bearing BS 5400

Figures:

- Location: Spain – Enova – Pobla Llarga (Valencia) - Owner: Administrador de Infraestructuras Ferroviarias (Adif) - Contractor: Corsan Coviam - Design: Nuevo acceso ferroviario de Alta Velocidad de Levante. Tramo: Enova –

Pobla Llarga . “Viaducto Barxeta ancho RENFE” y “Viaducto Barxeta ancho L.A.V” - Date: 2006

Involved of Agom International srl: Agom has manufactured and supplied

- Pot bearings: vertical load 8000 kN



CASE STUDY 05/00788

KASHAGAN EAST FIELD DEVELOPMENT PROJECT

Agom Shear dampers

One of the largest discoveries of the decade and possibly one of the most challenging, the project faced not only the technical difficulties of extracting the oil in the harsh climate but also the political and geopolitical altercations associated with the region. Because of these hurdles, the original production date which was predicted to be 2005 was postponed to 2008 or possibly 2009. Figures:

- Location: Kashagan, Caspian Sea, Kazakhstan - Owner: ENI – Exxon Mobil – Total – Shell – ConoccoPhillips - Contractor: Progeco Srl - Consultant / Consulting engineer: Eng Gino Capelli - Design: Construction of on offshore platform - Utilization: Oil extraction - Date: February 2006

Involved of Agom International srl: Agom has designed, manufactured and supplied shear dampers for bucket and base frame for the up-ending of the barges foundation piles.:

- nr 1 steel reinforced curved rubber strip 2285x300x110 - nr 8 rubber dampers Ø 600 mm, height 200 mm - nr 2 rubber stoppers 300x300x160 mm - nr 2 rubber stopper 1200x300x110 mm



CASE STUDY 04/00919

ANTALYA AIRPORT

Agom Lead Core Rubber Bearings

Figures:

- Location: Turkey – Antalya - Owner: D.H.M.I - Contractor: Alga Spa – ERSE Construction Company - Design: Antiseismic retrofitting of the existing Airport - Consultant / Consulting engineer: O.D.T.Ü - Date: year 2004

Involved of Agom International Srl Agom has manufactured:

- Nr 33 Lead Core Rubber Bearings Φ350Χ241 - Nr 133 Lead Core Rubber Bearings Φ400Χ187 - Nr 8 Lead Core Rubber Bearings Φ400Χ238 - Nr 125 Lead Core Rubber Bearings Φ500Χ314 - Nr 62 Lead Core Rubber Bearings Φ600Χ204 - Nr 62 Lead Core Rubber Bearings Φ600Χ314 - Nr 16 Lead Core Rubber Bearings Φ700Χ353

Nr




CORINTH CANAL REILWAY BRIDGE

Agom Lead Core Elastomeric Bearing (LRB)

Figures:

- Location: Greece: Isthmos - Owner: Hellenic Railways Organisation (OSE), Greece - Contractor: Alga Spa - Design: Construction of one railway bridge - Consultant / Consulting engineer: George Gazetas from Athens - Utilization: Railway line between Athinai and Korinthos - Date: June 2003

Involved of Agom International srl: Agom has manufactured:

- nr 4 Lead core rubber bearing 1000x1100x450 mm: max Vertical Load 16.000 kN - nr 20 Lead core rubber bearing 1000x1100x230 mm: max Vertical Load 16.000 kN



CASE STUDY 01/2071.

EGYPT – OFFSHORE PLATFORM NURSA A & B

Agom rubber gaskets for gas plants

Figures:

- Location: Egypt - Owner: Petrobel - Contractor: Nuova Olmec srl - Design: Construction of on offshore platform - Utilization: Gas - Date: 2001

Involved of Agom International srl: Agom has manufactured and supplied large rubber gaskets

- nr 8 rubber gaskets Øext 1050 mm, Øint 600 mm , thickness 25 mm



CASE STUDY # 99/00001.

YATAGUN DEVELOPMENT PROJECT

Agom Shear dampers

Figures:

- Location: Malaysia , Yatagun - Contractor: P.T. McDermott Indonesia - Customer: Saipem UK LTD - Owner: Premier Petroleum Myanmar Ltd. - Design: Construction of on offshore platform - Utilization: Natural Gas - Date: 1999

Involved of Agom International srl: Agom has manufactured and supplied shear dampers for bucket and base frame for the up-ending of the barges foundation piles.:

- nr 8 rubber dampers Ø 600 mm, height 200 mm




BRAZIL OFFSHORE PLATFORM “EMILIO”

Agom Shock pads

Figures:

- Location: Brazil , Atlantic ocean - Owner: Saipem - Agip - Contractor: Nuova Olmec srl - Design: Construction of the offshore platform “EMILIO” - Utilization: Oil extraction - Date: July 2000

Involved of Agom International srl: Agom has manufactured and supplied shear dampers for bucket and base frame for the up-ending of the barges foundation piles.:

- nr 4 shock pads Ø 1030 mm, height 540 mm – 7000 kN



MORE THAN 40 YEARS EXPERIENCE DESIGNING AND MANIFACTURING

DEVICES FOR CONSTRUCTION, OFFSHORE AND INDUSTRIAL MARKETS

Bridge bearings

• Elastomeric Bridge

bearings

• Pot bearings

• Spherical bearings

• Incremental Launching

bearings

• Horizontal load

bearings

• Special bearings

Seismic Isolators

• High damping rubber

bearings

• Lead core rubber

bearings

• Multilayer rubber

bearings

• Shock transmitters

• Shock absorber

• Rubber dampers

Expansion joints

• Elastomeric joints

• Joints for high

movements

• Finger joints

• Buried joints

• Railway joints

Services

• Design

• Consulting

• On site assistance

• Installations

• Tests

• Inspection

AGOM INTERNATIONAL SRL Via Mesero, 12 – 20010 Ossona (MI) - Italy

PH.: +39 02 9029111 – FAX: +39 02 9010201 www.agom.it - e-mail: [email protected]

BRIDGES

VIADUCTS

OFFSHORE

INDUSTRY

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