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Annual report 2000

page 1Annual report 2000

Group profile 1

Editorial 2

Key figures 4

Innovation & development 5

Operations in 2000 6

Financial information 14

The Freyssinet group worldwide 16

In 2000, the Freyssinet group had a managed

turnover of 450 million euros with an average

of 2,700 employees. A subsidiary of VINCI,

the Freyssinet group is one of the world's

leaders in specialised civil engineering.

Group profile

Identity card

con

ten

ts

> Three leading companies…Freyssinet ● Menard Soltraitement ● Reinforced Earth

> ...created by three inventorsEugène Freyssinet ● Louis Ménard ● Henri Vidal

> have combined their skills in… structures ● soils

> ...to offer high value added services incivil engineering ● construction ● industry

A group devising solutions.

page 1Annual report 2000

Group profile 1

Editorial 2

Key figures 4

Innovation & development 5

Operations in 2000 6

Financial information 14

The Freyssinet group worldwide 16

In 2000, the Freyssinet group had a managed

turnover of 450 million euros with an average

of 2,700 employees. A subsidiary of VINCI,

the Freyssinet group is one of the world's

leaders in specialised civil engineering.

Group profile

Identity card

con

ten

ts

> Three leading companies…Freyssinet ● Menard Soltraitement ● Reinforced Earth

> ...created by three inventorsEugène Freyssinet ● Louis Ménard ● Henri Vidal

> have combined their skills in… structures ● soils

> ...to offer high value added services incivil engineering ● construction ● industry

A group devising solutions.

The Freyssinet group experienced profitable growth during

the year 2000. Consolidated turnover rose to 377 million euros,

showing an increase of 4.8% (12.3% on a constant basis*).

Consolidated operating profit increased to 16.5 million euros, or 4.4%

of consolidated turnover and consolidated net profit – the group's

part – at 7.1 million euros, has increased by 48% in relation to the

previous year.

This solid growth is principally the result of the continued

expansion of the Freyssinet group's international network.

The year 2000 was particularly noteworthy for the integration of two

companies, STTP and MTS, bringing complementary business to Freyssinet

in France, for the start-up of a structures related business in the United States,

and for the strengthening of the group’s presence in Africa, due to our

increased shareholding in the Egyptian and South African subsidiaries.

With a wider range of services – in structures and soils – and the technological

niches where it grows, the group is even better placed to provide customers with

innovative solutions and meet the demand of the market.

Due to this market fit, the group has increased orders by 3.5% over the

previous year. Noteworthy amongst the major contracts won in 2000, are:

the construction of the Sungaï Praï bridge in Malaysia, the Deux Lions

suspended footbridge at Tours, in France, the repair of the Pigua bridge in

Mexico, the soil improvement for the construction of a shopping centre at

Alexandria in Egypt and the repair works on the Burnley Tunnel in Australia.

The Freyssinet group's success is also founded on the dynamism of its teams

and the capacity for innovation that they continually demonstrate.

The manner of sharing know-how around the group by cross-fertilisation

and the exploitation of internal synergies is, along with continued efforts in

research and development, a significant advantage for clients in guaranteeing

the success of their projects.

In an economic context that is still extremely volatile, with the relative

slowdown in the dynamism of the American economy and its consequences

especially on the Asian economies, the orders taken recorded at the start of 2001

remain buoyant, with, for example, the soil improvement for the future Airbus

380 platform at Hamburg, in Germany, the repair of the Mont Blanc tunnel

in France, and the construction of structures for high speed rail lines in Taiwan.

The Freyssinet group is starting 2001 with a solid order book and a healthy

financial situation, both major strengths in ensuring continued profitable

growth.

Jean-Pierre Marchand-Arpoumé

CEO – Managing Director

Editorial

A growthdynamic

CEO – Managing Director

Jean-Pierre Marchand-Arpoumé

Deputy Managing Directors

France Division

Bruno Dupety

Financial and Legal Division

Jean-François Gouédard

Latin Division

Joël Ponsoda

Human Resources

and Communication Director

Claude Lascols

Scientific Directors

Jean-Marie Cognon

Jean-Philippe Fuzier

Operational Managers

Soils Division

Pierre Berger

Structures Division

Pierre Mellier

Northern and Eastern Europe Division

Claude Mortier

North America Division

Thomas Lesgourgues

United Kingdom Division

Roger Warwick

Asia Pacific Division

Jean-Pierre Marchand-Arpoumé

Jean-François Gouédard

EDITORIAL

page 2Freyssinet group page 3Annual report 2000

* Change of the group’s basis concerns Freyssinet S.A. (Spain) and its subsidiaries and results

from the agreements concluded with Freyssinet S.A.’s Spanish shareholder, which today holds

50% of the capital.

The Freyssinet group experienced profitable growth during

the year 2000. Consolidated turnover rose to 377 million euros,

showing an increase of 4.8% (12.3% on a constant basis*).

Consolidated operating profit increased to 16.5 million euros, or 4.4%

of consolidated turnover and consolidated net profit – the group's

part – at 7.1 million euros, has increased by 48% in relation to the

previous year.

This solid growth is principally the result of the continued

expansion of the Freyssinet group's international network.

The year 2000 was particularly noteworthy for the integration of two

companies, STTP and MTS, bringing complementary business to Freyssinet

in France, for the start-up of a structures related business in the United States,

and for the strengthening of the group’s presence in Africa, due to our

increased shareholding in the Egyptian and South African subsidiaries.

With a wider range of services – in structures and soils – and the technological

niches where it grows, the group is even better placed to provide customers with

innovative solutions and meet the demand of the market.

Due to this market fit, the group has increased orders by 3.5% over the

previous year. Noteworthy amongst the major contracts won in 2000, are:

the construction of the Sungaï Praï bridge in Malaysia, the Deux Lions

suspended footbridge at Tours, in France, the repair of the Pigua bridge in

Mexico, the soil improvement for the construction of a shopping centre at

Alexandria in Egypt and the repair works on the Burnley Tunnel in Australia.

The Freyssinet group's success is also founded on the dynamism of its teams

and the capacity for innovation that they continually demonstrate.

The manner of sharing know-how around the group by cross-fertilisation

and the exploitation of internal synergies is, along with continued efforts in

research and development, a significant advantage for clients in guaranteeing

the success of their projects.

In an economic context that is still extremely volatile, with the relative

slowdown in the dynamism of the American economy and its consequences

especially on the Asian economies, the orders taken recorded at the start of 2001

remain buoyant, with, for example, the soil improvement for the future Airbus

380 platform at Hamburg, in Germany, the repair of the Mont Blanc tunnel

in France, and the construction of structures for high speed rail lines in Taiwan.

The Freyssinet group is starting 2001 with a solid order book and a healthy

financial situation, both major strengths in ensuring continued profitable

growth.

Jean-Pierre Marchand-Arpoumé

CEO – Managing Director

Editorial

A growthdynamic

CEO – Managing Director

Jean-Pierre Marchand-Arpoumé

Deputy Managing Directors

France Division

Bruno Dupety

Financial and Legal Division

Jean-François Gouédard

Latin Division

Joël Ponsoda

Human Resources

and Communication Director

Claude Lascols

Scientific Directors

Jean-Marie Cognon

Jean-Philippe Fuzier

Operational Managers

Soils Division

Pierre Berger

Structures Division

Pierre Mellier

Northern and Eastern Europe Division

Claude Mortier

North America Division

Thomas Lesgourgues

United Kingdom Division

Roger Warwick

Asia Pacific Division

Jean-Pierre Marchand-Arpoumé

Jean-François Gouédard

EDITORIAL

page 2Freyssinet group page 3Annual report 2000

* Change of the group’s basis concerns Freyssinet S.A. (Spain) and its subsidiaries and results

from the agreements concluded with Freyssinet S.A.’s Spanish shareholder, which today holds

50% of the capital.

page 5Annual report 2000

Key figures

Structures 61%

New Works 31%

Repairs 30%

Soils 39%

Asia 21%

Asia-P

acific

Div

isio

n 879

Latin

Div

isio

n 372

France

Div

isio

n 543

Struct

ures

& S

oils D

ivis

ions

337

Nort

h Am

erica

Div

isio

n 196

Anglo-S

axon Div

isio

n 116

Nort

hern E

urope D

ivis

ion 10

9Latin 21%

North

America 14%

Foremen and

workmen

50%

Technicians

33%

Northern and Eastern

Europe 4%United

Kingdom 6%

Structures

& Soils 15%

France 19%

Breakdown by activities Workforce

Breakdown by divisions

Managed turnover:

446 million euros The Freyssinet group's spending on Research and

Development represents more than 1% of its turnover.

It has increased, in relation to previous years, to 4.4 million

euros invested in 2000.

Thanks to these investments, to the various test centres run

both in France and abroad and to industrial partnerships, the

year 2000 saw new developments in the fields of structures

and soils.

In the structures field, suspension cables, in particular, have benefited from these

efforts. In France, this work was awarded the FNTP's (National Civil Engineering

Federation) prize for innovation for COHESTRAND™, a new highly protected

strand that can be replaced individually, which makes it easier to maintain

structures on which it is used.

In the soils field, the group continued to develop controlled modulus columns

and perfect the technologies used for precast arches and retaining walls. This has

led to the design of a new system called FREYSSIBLOCK™.

In total, the Freyssinet group’s patent portfolio includes today 190 patents.

Within this context, the "Structures" and "Soils" divisions, each with

its own Scientific and Technical Department, make a very high

value added methodological and technological contribution to

operations worldwide.

They are the main vectors of technology transfer, which may go

as far as setting up a joint venture with a local company to

facilitate transfer of the technologies used in a project.

Regarding quality certification issues, the Freyssinet

group regularly renews the certification of its various

subsidiaries and agencies and supports the measures

taken by those entities that are not already certified in

order to operate in strictest conformity with the

current international standards. Today, most of its

subsidiaries are ISO 9000 certified.

Innovation & Development

Resources for innovation

Consolidated turnover:

377 million euros

page 4Freyssinet group

Workforce:

2,700 people (consolidated 2,550)

Engineers and

executives

17%

0

50

100

150

200

1998

50

100

150

1999 2000

Group’s patents

New

Existing

page 5Annual report 2000

Key figures

Structures 61%

New Works 31%

Repairs 30%

Soils 39%

Asia 21%

Asia-P

acific

Div

isio

n 879

Latin

Div

isio

n 372

France

Div

isio

n 543

Struct

ures

& S

oils D

ivis

ions

337

Nort

h Am

erica

Div

isio

n 196

Anglo-S

axon Div

isio

n 116

Nort

hern E

urope D

ivis

ion 10

9Latin 21%

North

America 14%

Foremen and

workmen

50%

Technicians

33%

Northern and Eastern

Europe 4%United

Kingdom 6%

Structures

& Soils 15%

France 19%

Breakdown by activities Workforce

Breakdown by divisions

Managed turnover:

446 million euros The Freyssinet group's spending on Research and

Development represents more than 1% of its turnover.

It has increased, in relation to previous years, to 4.4 million

euros invested in 2000.

Thanks to these investments, to the various test centres run

both in France and abroad and to industrial partnerships, the

year 2000 saw new developments in the fields of structures

and soils.

In the structures field, suspension cables, in particular, have benefited from these

efforts. In France, this work was awarded the FNTP's (National Civil Engineering

Federation) prize for innovation for COHESTRAND™, a new highly protected

strand that can be replaced individually, which makes it easier to maintain

structures on which it is used.

In the soils field, the group continued to develop controlled modulus columns

and perfect the technologies used for precast arches and retaining walls. This has

led to the design of a new system called FREYSSIBLOCK™.

In total, the Freyssinet group’s patent portfolio includes today 190 patents.

Within this context, the "Structures" and "Soils" divisions, each with

its own Scientific and Technical Department, make a very high

value added methodological and technological contribution to

operations worldwide.

They are the main vectors of technology transfer, which may go

as far as setting up a joint venture with a local company to

facilitate transfer of the technologies used in a project.

Regarding quality certification issues, the Freyssinet

group regularly renews the certification of its various

subsidiaries and agencies and supports the measures

taken by those entities that are not already certified in

order to operate in strictest conformity with the

current international standards. Today, most of its

subsidiaries are ISO 9000 certified.

Innovation & Development

Resources for innovation

Consolidated turnover:

377 million euros

page 4Freyssinet group

Workforce:

2,700 people (consolidated 2,550)

Engineers and

executives

17%

0

50

100

150

200

1998

50

100

150

1999 2000

Group’s patents

New

Existing

page 7Annual report 2000

OPERATIONSIN2000

THE GROUP’S

CONSOLIDATED TURNOVER

WENT UP BY 4.8%

AT 377 MILLION EUROS

structures

Prestressing. Business in this field, the original speciality

of the Freyssinet group, held up very well in 2000.

New constructions

Porto Rico, construction

of San Juan metro.

Spain, AVE high-speed line between

Madrid and Barcelona.

Australia, completion

of Park Plazza building

in Sydney.

Civil engineering works

In Puerto-Rico, for the construction of the

new San Juan metro, the group is involved

in the building of several viaducts

with a total length of 9 km.

In Spain, Freyssinet has secured an important

contract on the new high-speed rail link

between Madrid and Barcelona. The work

includes participation in the construction

of two sections (eight viaducts), the supply

and installation of the prestressing systems.

In Thailand, the group won the contract

to supply, install and provide technical

assistance about the prestressing systems

and for the design of the construction

methods for the Wat Nakorn In bridge

and its approach works (5 contracts in total).

In Australia, the group supplied and installed

the prestressing systems for an 8.5 km railway

viaduct linking Brisbane to the international

airport.

Buildings

Again in Australia, it is noteworthy that in

March the company finished the prestressing

of the floors of the Park Plazza office building

(210 m high, 53 floors, four of which

are underground), a total of 120,000 m2

of prestressed concrete slabs.

In Great Britain, work started in late 1999

on the new exhibition centre on the Thames,

the ExCel centre (65,000 m2, opening in 2001),

with a high load bearing capacity (20 kN/m2)

for heavy exhibitions, was finished. The group

also built the two truck access road slabs

and the West Podium slab, giving a total

area of 78,600 m2 of prestressed concrete

slabs built in record time.

In Singapore, the group prestressed slabs

and girders for the construction of nine

residential buildings with 19 stories and

of a 7-level car park, totalling 104,000 m2

of prestressing work.

Industry

In Taiwan, the construction of the three

largest LPG (liquefied petroleum gas)

reservoirs (80,000 m3 each) on the island

at Mia-Lao has been completed in the

Formosa Plastics Complex.

In Turkey, Freysas has supplied and installed

the prestressing systems for three gas tanks

in an LNG (liquefied natural gas) storage

complex at Aliaga. The project started

in February 2000 and should end in

April 2001.

structures

soils&

OPERATIONS IN 2000 / STRUCTURES

page 7Annual report 2000

OPERATIONSIN2000

THE GROUP’S

CONSOLIDATED TURNOVER

WENT UP BY 4.8%

AT 377 MILLION EUROS

structures

Prestressing. Business in this field, the original speciality

of the Freyssinet group, held up very well in 2000.

New constructions

Porto Rico, construction

of San Juan metro.

Spain, AVE high-speed line between

Madrid and Barcelona.

Australia, completion

of Park Plazza building

in Sydney.

Civil engineering works

In Puerto-Rico, for the construction of the

new San Juan metro, the group is involved

in the building of several viaducts

with a total length of 9 km.

In Spain, Freyssinet has secured an important

contract on the new high-speed rail link

between Madrid and Barcelona. The work

includes participation in the construction

of two sections (eight viaducts), the supply

and installation of the prestressing systems.

In Thailand, the group won the contract

to supply, install and provide technical

assistance about the prestressing systems

and for the design of the construction

methods for the Wat Nakorn In bridge

and its approach works (5 contracts in total).

In Australia, the group supplied and installed

the prestressing systems for an 8.5 km railway

viaduct linking Brisbane to the international

airport.

Buildings

Again in Australia, it is noteworthy that in

March the company finished the prestressing

of the floors of the Park Plazza office building

(210 m high, 53 floors, four of which

are underground), a total of 120,000 m2

of prestressed concrete slabs.

In Great Britain, work started in late 1999

on the new exhibition centre on the Thames,

the ExCel centre (65,000 m2, opening in 2001),

with a high load bearing capacity (20 kN/m2)

for heavy exhibitions, was finished. The group

also built the two truck access road slabs

and the West Podium slab, giving a total

area of 78,600 m2 of prestressed concrete

slabs built in record time.

In Singapore, the group prestressed slabs

and girders for the construction of nine

residential buildings with 19 stories and

of a 7-level car park, totalling 104,000 m2

of prestressing work.

Industry

In Taiwan, the construction of the three

largest LPG (liquefied petroleum gas)

reservoirs (80,000 m3 each) on the island

at Mia-Lao has been completed in the

Formosa Plastics Complex.

In Turkey, Freysas has supplied and installed

the prestressing systems for three gas tanks

in an LNG (liquefied natural gas) storage

complex at Aliaga. The project started

in February 2000 and should end in

April 2001.

structures

soils&

OPERATIONS IN 2000 / STRUCTURES

page 8Freyssinet group page 9Annual report 2000

of 192 m, Freyssinet supplied and installed

the 96 stay cables.

In the Dominican Republic, the group supplied

and installed 88 stay cables on a 606 m bridge

over the Rio Higuamo, at San Pedro de Macoris.

Another notable achievement of last year was

the completion of the Seohae bridge in Korea,

over the bay of Asan. On this 7,310 m long

structure, Freyssinet was involved both on the

main viaduct (prestressing the towers, supply

and installation of the stay cables) and

on 52 access spans (prefabrication of the

segments, deck erecting equipment, prestressing

the deck and the piers, supply and installation

of the bearings).

Suspension bridges and footbridges

In France, Freyssinet, as main contractor,

constructed a 235 m span footbridge at Tours,

a light structure designed by the architect

Alain Spielmann crossing the river Cher.

In Belgium, for the Pont de l’Observatoire, a

structure with a total length of 200 m designed

to link the future Guillemins TGV station (near

Liège) and the E25 motorway, Freyssinet supplied

and installed 42 hangers and the anchors

for the foundations of the hammer piers

supporting the deck of the additional viaduct.

In The Netherlands, Freyssinet provided

suspensions made of 22 Macalloy bars and

two stay cables for a bridge for pedestrians

and cyclists specially designed to fit into

a landscaped park located near Amsterdam's

Schipol airport.

In Poland, Freyssinet has just finished

constructing three cable stayed footbridges:

the one at Bedzin, located on route No.1

linking Warsaw with Katiwice, the Luk Gandski

footbridge on motorway No.4 linking Warsaw

with Gliwice, and another at Luk Erosa,

near Opole, also on the A4.

In Romania, Freyssinet supplied and installed

the 56 hangers of an arch bridge with a span

of 172 m, providing the main road access to the

town of Cernavoda, in the Constanta region.

Lastly in Spain, Freyssinet installed the stay

cables of the Murta stadium roof in Xativa

near Valencia.

Repair

In Kosovo the renovation of the west bridge

at Mitrovica was achieved by associating

the local communities, who had clashed during

the conflict that shook the region in 1999.

In France, the total renovation of a 240 m

travelling crane located in a factory belonging

to Ciments Calcia in the Yvelines department

should also be mentioned.

Another emergency repair was made at the

Vincennes zoo (near Paris) for the big cat house,

for the Algazelles alley and for the keepers'

station alley.

Again in France, the repair of the Saint-Just-Saint-

Rambert bridge, to the north of Saint-Etienne,

on the Loire is worthnoting.

In Spain, various repair works were undertaken

in 2000, notably, the Puente Vell in Bocairent

near Valencia.

Replacing equipment

In Malaysia, the stay cables were partially

replaced on the Penang bridge (inaugurated

in 1985) without interrupting traffic. The work

began in February and finished in December.

In France, the suspension cables of the

Chartrouse bridge, in the Camargue, were

replaced with new cables designed by Freyssinet

(FNTP innovation award in January 2001).

This 80 year-old bridge was showing signs

of very advanced corrosion of its cables.

As well as completely replacing them,

the maximum load was increased

from 12 to 19 tonnes.

>>> New constructions

Cable stayed structures

Cable stayed bridges

In the United States, the group finished

installing the stay cables of the bridge over

the Charles River in Boston, which has an

average span of 227 m. Its originality lies in its

width (a world record) and the asymmetrical

nature of two carriageways out of a total of 10,

which are placed in cantilever to the east

of the bridge.

In France, work has finished on the bridge

over the Rhône linking Tarascon with Beaucaire.

On this 410 m long bridge, with a central span

Great-Britain, completion of works

at the ExCel exhibition centre in London.Turkey, LNG storage complex

at Aliaga.

France, bridge linking

Tarascon and Beaucaire

over the Rhône.

France, Deux Lions

footbridge at Tours.

INAUGURATION OF THE MY THUAN BRIDGE (VIETNAM)On the 21st of May 2000, the My Thuan bridge, crossing the north

arm of the Mekong river, was inaugurated. Located 140 km south

of Ho Chi Minh City, it is the first cable stayed bridge in Vietnam.

It measures 1,535 m in length, 23.66 m in width and has a main

bridge (660 m in total) cable stayed by Freyssinet and two access

viaducts. The My Thuan bridge was opened to traffic at the end

of 2000, after 3 years under construction.

OPERATIONS IN 2000 / STRUCTURES

OPERATIONS IN

Improvement and durability of structures

2000

page 8Freyssinet group page 9Annual report 2000

of 192 m, Freyssinet supplied and installed

the 96 stay cables.

In the Dominican Republic, the group supplied

and installed 88 stay cables on a 606 m bridge

over the Rio Higuamo, at San Pedro de Macoris.

Another notable achievement of last year was

the completion of the Seohae bridge in Korea,

over the bay of Asan. On this 7,310 m long

structure, Freyssinet was involved both on the

main viaduct (prestressing the towers, supply

and installation of the stay cables) and

on 52 access spans (prefabrication of the

segments, deck erecting equipment, prestressing

the deck and the piers, supply and installation

of the bearings).

Suspension bridges and footbridges

In France, Freyssinet, as main contractor,

constructed a 235 m span footbridge at Tours,

a light structure designed by the architect

Alain Spielmann crossing the river Cher.

In Belgium, for the Pont de l’Observatoire, a

structure with a total length of 200 m designed

to link the future Guillemins TGV station (near

Liège) and the E25 motorway, Freyssinet supplied

and installed 42 hangers and the anchors

for the foundations of the hammer piers

supporting the deck of the additional viaduct.

In The Netherlands, Freyssinet provided

suspensions made of 22 Macalloy bars and

two stay cables for a bridge for pedestrians

and cyclists specially designed to fit into

a landscaped park located near Amsterdam's

Schipol airport.

In Poland, Freyssinet has just finished

constructing three cable stayed footbridges:

the one at Bedzin, located on route No.1

linking Warsaw with Katiwice, the Luk Gandski

footbridge on motorway No.4 linking Warsaw

with Gliwice, and another at Luk Erosa,

near Opole, also on the A4.

In Romania, Freyssinet supplied and installed

the 56 hangers of an arch bridge with a span

of 172 m, providing the main road access to the

town of Cernavoda, in the Constanta region.

Lastly in Spain, Freyssinet installed the stay

cables of the Murta stadium roof in Xativa

near Valencia.

Repair

In Kosovo the renovation of the west bridge

at Mitrovica was achieved by associating

the local communities, who had clashed during

the conflict that shook the region in 1999.

In France, the total renovation of a 240 m

travelling crane located in a factory belonging

to Ciments Calcia in the Yvelines department

should also be mentioned.

Another emergency repair was made at the

Vincennes zoo (near Paris) for the big cat house,

for the Algazelles alley and for the keepers'

station alley.

Again in France, the repair of the Saint-Just-Saint-

Rambert bridge, to the north of Saint-Etienne,

on the Loire is worthnoting.

In Spain, various repair works were undertaken

in 2000, notably, the Puente Vell in Bocairent

near Valencia.

Replacing equipment

In Malaysia, the stay cables were partially

replaced on the Penang bridge (inaugurated

in 1985) without interrupting traffic. The work

began in February and finished in December.

In France, the suspension cables of the

Chartrouse bridge, in the Camargue, were

replaced with new cables designed by Freyssinet

(FNTP innovation award in January 2001).

This 80 year-old bridge was showing signs

of very advanced corrosion of its cables.

As well as completely replacing them,

the maximum load was increased

from 12 to 19 tonnes.

>>> New constructions

Cable stayed structures

Cable stayed bridges

In the United States, the group finished

installing the stay cables of the bridge over

the Charles River in Boston, which has an

average span of 227 m. Its originality lies in its

width (a world record) and the asymmetrical

nature of two carriageways out of a total of 10,

which are placed in cantilever to the east

of the bridge.

In France, work has finished on the bridge

over the Rhône linking Tarascon with Beaucaire.

On this 410 m long bridge, with a central span

Great-Britain, completion of works

at the ExCel exhibition centre in London.Turkey, LNG storage complex

at Aliaga.

France, bridge linking

Tarascon and Beaucaire

over the Rhône.

France, Deux Lions

footbridge at Tours.

INAUGURATION OF THE MY THUAN BRIDGE (VIETNAM)On the 21st of May 2000, the My Thuan bridge, crossing the north

arm of the Mekong river, was inaugurated. Located 140 km south

of Ho Chi Minh City, it is the first cable stayed bridge in Vietnam.

It measures 1,535 m in length, 23.66 m in width and has a main

bridge (660 m in total) cable stayed by Freyssinet and two access

viaducts. The My Thuan bridge was opened to traffic at the end

of 2000, after 3 years under construction.

OPERATIONS IN 2000 / STRUCTURES

OPERATIONS IN

Improvement and durability of structures

2000

page 10Freyssinet group

the Régébéton® process was carried out

at the Kodak plant at Châlon-sur-Saône.

In Italy, work started in October 1999

and has continued this year on the six viaducts

on the Brenner Pass, between Bolzano

and Chiusa (girder bridges dating from the end

of the sixties). The work on the upper side

includes waterproofing and the replacement

of expansion joints; and on the underside,

the concrete will be repaired. The work is

planned to finish in 2002.

Watertightness works carried out in France

included repair of water towers in Châtillon,

Rambouillet, Bouloc and Vacquier (both

in Haute-Garonne department) Freyming-

Merlebach, and repair of the Olivettes

dam in Hérault department.

In Spain, the restoration of the Santa Inès

>>> Improvement and durability of structures

Prestressing

In Kuwait, the general work on strengthening

and rebuilding four spans of the Bubiyan

bridge, destroyed during the Gulf war ended

during 2000. The works included the rebuilding

of the spans by assembling, the launching

of box girders and the strengthening of the deck

by additional prestressing.

In France, the Viosne viaduct, in the Val d’Oise

department, was strengthened by additional

prestressing.

Widening decks

In Vietnam, the Saigon bridge, to the north

of Ho Chi Min City, was widened from 19.1

to 24 m to deal with the increased traffic

on one of the country's main roads and

strengthened to increase its load bearing

France, Gargenville plant

(Ciments Calcia).

OPERATIONS IN

page 11Annual report 2000

capacity to 30 tonnes. Inaugurated on

the 30th of June 2000 after two years work

with no interruption of the traffic, the bridge

has two new carriageways.

Strengthening and Protection

In France, we should note the strengthening

carried out from mid-April to mid-June on

the floor of three levels of a hospital building

in the Pas-de-Calais department. This was

done by the cold bonding of TFC® instead

of metal reinforcement. Working in this way

saved considerable time and meant that

the building could still be used without

interruption, as well as reducing the space

taken up by false ceilings.

Bonded TFC® fabric was also used from

mid-October to mid-December in the

rehabilitation project of an A7 motorway

bridge in the Drôme department.

A concrete treatment operation using

monastery (founded in 1375) in the centre of

Seville, made up of a set of cloisters,

outbuildings and courtyards is of note.

Other historical monuments were restored;

the Sant Domenech convent, and, more original,

the blast-furnace of Sagunto, also in Spain.

Installing instruments and monitoring

In Portugal, instruments were installed at the

start of 2000 on the stay cables of the

Santarem bridge the group had finished

installing in December 1999 so that various

Portuguese institutions could check the

tensions at a later date.

The following works should also be mentioned:

accoustic monitoring of the Rande bridge

near Vigo in Spain, and analysis of concrete,

installation of sound instruments and

behavioural survey of an industrial building

suffering structural disorder at Suippes

(Marne department) in France.

soils

Reinforced Earth®. In 2000, the business of building

retaining walls and bridge abutments experienced

a sustained level of demand.

Retaining walls and bridge abutments

In the United States, on the Moranci mines project,

composite abutments (TerraClass and Terratrel)

were used to create a road bridge.

In Venezuela, a new motorway required the

construction of about fifteen bridge abutments

and their access ramps.

In Europe, the most notable projects were,

in France, the construction of 12,000 m2 of walls

on the A51 motorway and in Spain, where several

motorway projects resulted in the construction

of retaining walls and abutments.

In Malaysia, 20,000 m2 of walls were designed and

supplied as part of the construction of the elevated

motorway from Ampang to Kuala Lumpur.

In Australia, the group has won a contract

to provide the abutments for 12 bridges to be

built on the Kwinana motorway and to build

a 17 m high wall in TerraMet (semi-elliptical

facing elements in galvanised steel)

for the Pilbara iron mine.

Tunnels and underpasses

The construction of tunnels and underpasses

was also very important in 2000.

In Great Britain, the creation of the

Millennium Coastal Park on industrial

wasteland interspersed with railway lines

required the construction of two landscaped

tunnels covering the lines. Built using

TechSpan® arches, this project received

the Institution of Civil Engineers Prize and

two nominations for the British Industrial

Construction prize, thus recognising the

success of this turnkey project executed

within a tight budget and lead times.

In Spain, TechSpan® arches were installed

on the new AVE high-speed rail line under

construction between Madrid and Barcelona.

In Australia, an arch was installed to carry

a motorway over a railway line near Perth.

Associated with retaining walls in Reinforced

Earth®, the half-shells were installed in two

days, which is a real technological feat.

New works

United States, road bridge abutments

for the Moranci mine.

Spain, TechSpan® arch at Torremocha

on the AVE line.

France, works for

the water treatment

station in Reims.

OPERATIONS IN 2000 / SOILS

2000

page 10Freyssinet group

the Régébéton® process was carried out

at the Kodak plant at Châlon-sur-Saône.

In Italy, work started in October 1999

and has continued this year on the six viaducts

on the Brenner Pass, between Bolzano

and Chiusa (girder bridges dating from the end

of the sixties). The work on the upper side

includes waterproofing and the replacement

of expansion joints; and on the underside,

the concrete will be repaired. The work is

planned to finish in 2002.

Watertightness works carried out in France

included repair of water towers in Châtillon,

Rambouillet, Bouloc and Vacquier (both

in Haute-Garonne department) Freyming-

Merlebach, and repair of the Olivettes

dam in Hérault department.

In Spain, the restoration of the Santa Inès

>>> Improvement and durability of structures

Prestressing

In Kuwait, the general work on strengthening

and rebuilding four spans of the Bubiyan

bridge, destroyed during the Gulf war ended

during 2000. The works included the rebuilding

of the spans by assembling, the launching

of box girders and the strengthening of the deck

by additional prestressing.

In France, the Viosne viaduct, in the Val d’Oise

department, was strengthened by additional

prestressing.

Widening decks

In Vietnam, the Saigon bridge, to the north

of Ho Chi Min City, was widened from 19.1

to 24 m to deal with the increased traffic

on one of the country's main roads and

strengthened to increase its load bearing

France, Gargenville plant

(Ciments Calcia).

OPERATIONS IN

page 11Annual report 2000

capacity to 30 tonnes. Inaugurated on

the 30th of June 2000 after two years work

with no interruption of the traffic, the bridge

has two new carriageways.

Strengthening and Protection

In France, we should note the strengthening

carried out from mid-April to mid-June on

the floor of three levels of a hospital building

in the Pas-de-Calais department. This was

done by the cold bonding of TFC® instead

of metal reinforcement. Working in this way

saved considerable time and meant that

the building could still be used without

interruption, as well as reducing the space

taken up by false ceilings.

Bonded TFC® fabric was also used from

mid-October to mid-December in the

rehabilitation project of an A7 motorway

bridge in the Drôme department.

A concrete treatment operation using

monastery (founded in 1375) in the centre of

Seville, made up of a set of cloisters,

outbuildings and courtyards is of note.

Other historical monuments were restored;

the Sant Domenech convent, and, more original,

the blast-furnace of Sagunto, also in Spain.

Installing instruments and monitoring

In Portugal, instruments were installed at the

start of 2000 on the stay cables of the

Santarem bridge the group had finished

installing in December 1999 so that various

Portuguese institutions could check the

tensions at a later date.

The following works should also be mentioned:

accoustic monitoring of the Rande bridge

near Vigo in Spain, and analysis of concrete,

installation of sound instruments and

behavioural survey of an industrial building

suffering structural disorder at Suippes

(Marne department) in France.

soils

Reinforced Earth®. In 2000, the business of building

retaining walls and bridge abutments experienced

a sustained level of demand.

Retaining walls and bridge abutments

In the United States, on the Moranci mines project,

composite abutments (TerraClass and Terratrel)

were used to create a road bridge.

In Venezuela, a new motorway required the

construction of about fifteen bridge abutments

and their access ramps.

In Europe, the most notable projects were,

in France, the construction of 12,000 m2 of walls

on the A51 motorway and in Spain, where several

motorway projects resulted in the construction

of retaining walls and abutments.

In Malaysia, 20,000 m2 of walls were designed and

supplied as part of the construction of the elevated

motorway from Ampang to Kuala Lumpur.

In Australia, the group has won a contract

to provide the abutments for 12 bridges to be

built on the Kwinana motorway and to build

a 17 m high wall in TerraMet (semi-elliptical

facing elements in galvanised steel)

for the Pilbara iron mine.

Tunnels and underpasses

The construction of tunnels and underpasses

was also very important in 2000.

In Great Britain, the creation of the

Millennium Coastal Park on industrial

wasteland interspersed with railway lines

required the construction of two landscaped

tunnels covering the lines. Built using

TechSpan® arches, this project received

the Institution of Civil Engineers Prize and

two nominations for the British Industrial

Construction prize, thus recognising the

success of this turnkey project executed

within a tight budget and lead times.

In Spain, TechSpan® arches were installed

on the new AVE high-speed rail line under

construction between Madrid and Barcelona.

In Australia, an arch was installed to carry

a motorway over a railway line near Perth.

Associated with retaining walls in Reinforced

Earth®, the half-shells were installed in two

days, which is a real technological feat.

New works

United States, road bridge abutments

for the Moranci mine.

Spain, TechSpan® arch at Torremocha

on the AVE line.

France, works for

the water treatment

station in Reims.

OPERATIONS IN 2000 / SOILS

2000

page 13Annual report 2000page 12Freyssinet group

OPERATIONS IN 2000 / SOILS

OPERATIONS IN

anchor rods that pass through the Reinforced

Earth® banks on the RN 2 at Kei Cuttings,

in South Africa. They ensure the short

and long term stability of the excavations

of this structure.

In France, a historic monument (a church

built in 1776) strengthened at Saint-Nicolas-

la-Chapelle in Savoie. The building, built as

an overhang on a spur of rock and on a morainic

bank that slips 1 mm a year, had many cracks.

The strengthening consisted of installing

vertical micropiles associated with an anchored

wall to support the terrain.

In situ soil treatment

Many soil treatments were carried out in 2000.

In France, of note was the dynamic compaction

of 4 hectares of open cast mines near

Saint-Etienne with a land fill height of about

Improving existing works

Another star project of last year using the

TechSpan® technology was carried out in Italy

to widen the A1 motorway between Milan

and Naples from two to three carriageways.

It consisted in widening two tunnels near Orte

a Fiano, to the north of Rome, by 11 m. The work

was done at night, so as not to interfere

with the traffic.

As far as road widening is concerned, the group

constructed TerraTrel walls combined with

60 m, to create an area of land whose surface

has small irregularities thus allowing the setting

up of an activity estate.

In Germany, the consolidation of land fill allowed

the IBM research centre at Mainz, whose soil

covered an old quarry, to be extended. Ménard

tested dynamic compaction on a limited

area and was thus able to apply a maximum

vibration abatement procedure in order not

to disrupt the computer production operations

being carried out in the existing buildings

and requiring a vibration threshold of less

than 70 micrometers per second. The whole

site of 65,000 m2 was treated in 6 months

and the improvement measured by regular

pressiometric drillings.

In Korea, soil improvement works – in heavy

clay and at great depths – were carried out

by preloading associated with vertical drains.

This solution was chosen in preference

to traditional solutions using piles. The hockey

stadium at Kangso Gu, near to Pusan, will be

built on this land (more than 20 hectares

including the main stadium, which will

accommodate 20,000 spectators).

The first phase, now completed, included

the installation of more than 700,000 linear

metres of vertical drains, the second phase,

involving more than a million linear metres

of drains, started in July 2000.

Noteworthy also was the completion of the

work on the Jangyoo water treatment station

(started in August 1998) with impressive results:

85,000 m2 compacted to a depth of 6 m

using the novel Vacuum® solution.

Bulk treatment

with incorporation of materials

In France, important work has been carried out

on the Paris Oise development area at Longueil.

Dynamic compaction combined with stone

blocks has improved the land before 73,000 m2

of building are constructed. The last two phases

consisted in installing stone columns using

vibratory compacter with acounting damping.

In Reims, the group built 30,000 metres

of controlled modulus columns (CMC) in only two

months and a half, to stabilise the soil on which

a new water treatment station was to be built.

Improvement and durability of soils

Korea, Jangyoo water treatment

station site.

Italy, laying of arches

at Orte A Fiano.

France, Saint-Nicolas-la-Chapelle

strengthening.

France, Paris Oise development

area at Longueil.

Another important site was the Bouc Bel Air

project in Southern France. The work consisted

in improving 12,000 m2 of soil to compensate for

a difference in level between the two platforms.

The project was successfully converted

in three months.

In Malaysia, stone columns were created on the

Kajang ring road, to the south of Kuala Lumpur,

on a surface area of 4,700 m2. The works were

carried out using the bottom-feed process.

2000

page 13Annual report 2000page 12Freyssinet group

OPERATIONS IN 2000 / SOILS

OPERATIONS IN

anchor rods that pass through the Reinforced

Earth® banks on the RN 2 at Kei Cuttings,

in South Africa. They ensure the short

and long term stability of the excavations

of this structure.

In France, a historic monument (a church

built in 1776) strengthened at Saint-Nicolas-

la-Chapelle in Savoie. The building, built as

an overhang on a spur of rock and on a morainic

bank that slips 1 mm a year, had many cracks.

The strengthening consisted of installing

vertical micropiles associated with an anchored

wall to support the terrain.

In situ soil treatment

Many soil treatments were carried out in 2000.

In France, of note was the dynamic compaction

of 4 hectares of open cast mines near

Saint-Etienne with a land fill height of about

Improving existing works

Another star project of last year using the

TechSpan® technology was carried out in Italy

to widen the A1 motorway between Milan

and Naples from two to three carriageways.

It consisted in widening two tunnels near Orte

a Fiano, to the north of Rome, by 11 m. The work

was done at night, so as not to interfere

with the traffic.

As far as road widening is concerned, the group

constructed TerraTrel walls combined with

60 m, to create an area of land whose surface

has small irregularities thus allowing the setting

up of an activity estate.

In Germany, the consolidation of land fill allowed

the IBM research centre at Mainz, whose soil

covered an old quarry, to be extended. Ménard

tested dynamic compaction on a limited

area and was thus able to apply a maximum

vibration abatement procedure in order not

to disrupt the computer production operations

being carried out in the existing buildings

and requiring a vibration threshold of less

than 70 micrometers per second. The whole

site of 65,000 m2 was treated in 6 months

and the improvement measured by regular

pressiometric drillings.

In Korea, soil improvement works – in heavy

clay and at great depths – were carried out

by preloading associated with vertical drains.

This solution was chosen in preference

to traditional solutions using piles. The hockey

stadium at Kangso Gu, near to Pusan, will be

built on this land (more than 20 hectares

including the main stadium, which will

accommodate 20,000 spectators).

The first phase, now completed, included

the installation of more than 700,000 linear

metres of vertical drains, the second phase,

involving more than a million linear metres

of drains, started in July 2000.

Noteworthy also was the completion of the

work on the Jangyoo water treatment station

(started in August 1998) with impressive results:

85,000 m2 compacted to a depth of 6 m

using the novel Vacuum® solution.

Bulk treatment

with incorporation of materials

In France, important work has been carried out

on the Paris Oise development area at Longueil.

Dynamic compaction combined with stone

blocks has improved the land before 73,000 m2

of building are constructed. The last two phases

consisted in installing stone columns using

vibratory compacter with acounting damping.

In Reims, the group built 30,000 metres

of controlled modulus columns (CMC) in only two

months and a half, to stabilise the soil on which

a new water treatment station was to be built.

Improvement and durability of soils

Korea, Jangyoo water treatment

station site.

Italy, laying of arches

at Orte A Fiano.

France, Saint-Nicolas-la-Chapelle

strengthening.

France, Paris Oise development

area at Longueil.

Another important site was the Bouc Bel Air

project in Southern France. The work consisted

in improving 12,000 m2 of soil to compensate for

a difference in level between the two platforms.

The project was successfully converted

in three months.

In Malaysia, stone columns were created on the

Kajang ring road, to the south of Kuala Lumpur,

on a surface area of 4,700 m2. The works were

carried out using the bottom-feed process.

2000

page 15Annual report 2000page 14Freyssinet Group

Assets 2000 1999

Fixed assets 6,716 6,400

Goodwill 23,524 24,288

Tangible assets 24,057 25,610

Long-term investments 8,523 6,742

Shareholdings 4,138 3,054

Other long-term investments 4,385 3,688

Total fixed assets 62,820 63,040

Inventories and work in progress 31,990 33,156

Trade notes and accounts receivable 137,052 134,083

Other receivables 22,671 17,460

Short-term receivables

and other investment securities 8,382 15,253

Cash 15,068 22,567

Total current assets 215,163 222,519

Total assets 277,983 285,559

Liabilities 2000 1999

Capital 15,625 15,625

Consolidated reserves - group share 20,356 13,295

Net income of the period - group share 7,121 4,791

Shareholders’ equity 43,102 33,711

Minority interests 5,778 8,654

Contingencies and loss provisions 33,291 37,152

Long-term debt over one year 26,260 25,225

Total long-term capital 108,431 104,742

Down-payments from clients 6,984 16,576

Trade notes and accounts payable 73,480 82,592

Other payables 43,487 49,072

Payables and debts under one year 45,601 32,577

Total current liabilities 169,552 180,817

Total liabilities 277,983 285,559

> Consolidated balance sheet (in thousand of euros)

>>> Financial information

2000 1999

Sales 377,480 359,966

Other income 6,743 4,023

Operating income 384,223 363,989

Operating expenses -367,745 -344,075

Operating profit or loss 16,478 19,914

Financial expenses -4,681 -3,325

Financial income 970 2,122

Net allowances for amortisation and reserves 721 -1,495

Financial profit or loss -2,990 -2,698

Pre-tax income before extraordinary items 13,488 17,216

Extraordinary expenses and income -2,860 -7,189

Extraordinary reserves 1,781 473

Exraordinary profit or loss -1,079 -6,716

Employee profit - sharing -571 -510

Net tax expenses -2,506 -2,533

Amortisation of goodwill -1,434 -1,110

Net income from consolidated companies 7,898 6,347

Group share in equity interest 377 270

Net profit 8,275 6,617

Minority interests -1,154 -1,826

Net income (group share) 7,121 4,791

2000 1999 1998

Sales 377,480 359,966 225,767

Foreign sales 279,176 280,165 160,666

Net income - group share 7,121 4,791 2,143

Shareholders’ equity after income of the period 43,101 33,710 26,689

Contingency and loss provisions 33,291 37,152 25,974

Cash flow 15,567 16,011 13,205

Investments of the period: 19,442 26,621 27,037

Industrial investments 12,340 11,026 5,138

Financial investments 7,102 15,595 21,899

Average number of employees 2,552 2,767 2,023

Financial information

> Consolidated income statements (in thousand of euros)

> Past three years (in thousand of euros)

As from 1st January 2000, consolidation of Freyssinet S.A. (Spain) and its subsidiaries, previously through the global integration method, is now

through the proportional integration method. This modification results from the agreements concluded with the Freyssinet S.A.’s Spanish share-

holder, who today holds 50% of the capital. All balance sheet and profit & loss account items are affected by this change.

page 15Annual report 2000page 14Freyssinet Group

Assets 2000 1999

Fixed assets 6,716 6,400

Goodwill 23,524 24,288

Tangible assets 24,057 25,610

Long-term investments 8,523 6,742

Shareholdings 4,138 3,054

Other long-term investments 4,385 3,688

Total fixed assets 62,820 63,040

Inventories and work in progress 31,990 33,156

Trade notes and accounts receivable 137,052 134,083

Other receivables 22,671 17,460

Short-term receivables

and other investment securities 8,382 15,253

Cash 15,068 22,567

Total current assets 215,163 222,519

Total assets 277,983 285,559

Liabilities 2000 1999

Capital 15,625 15,625

Consolidated reserves - group share 20,356 13,295

Net income of the period - group share 7,121 4,791

Shareholders’ equity 43,102 33,711

Minority interests 5,778 8,654

Contingencies and loss provisions 33,291 37,152

Long-term debt over one year 26,260 25,225

Total long-term capital 108,431 104,742

Down-payments from clients 6,984 16,576

Trade notes and accounts payable 73,480 82,592

Other payables 43,487 49,072

Payables and debts under one year 45,601 32,577

Total current liabilities 169,552 180,817

Total liabilities 277,983 285,559

> Consolidated balance sheet (in thousand of euros)

>>> Financial information

2000 1999

Sales 377,480 359,966

Other income 6,743 4,023

Operating income 384,223 363,989

Operating expenses -367,745 -344,075

Operating profit or loss 16,478 19,914

Financial expenses -4,681 -3,325

Financial income 970 2,122

Net allowances for amortisation and reserves 721 -1,495

Financial profit or loss -2,990 -2,698

Pre-tax income before extraordinary items 13,488 17,216

Extraordinary expenses and income -2,860 -7,189

Extraordinary reserves 1,781 473

Exraordinary profit or loss -1,079 -6,716

Employee profit - sharing -571 -510

Net tax expenses -2,506 -2,533

Amortisation of goodwill -1,434 -1,110

Net income from consolidated companies 7,898 6,347

Group share in equity interest 377 270

Net profit 8,275 6,617

Minority interests -1,154 -1,826

Net income (group share) 7,121 4,791

2000 1999 1998

Sales 377,480 359,966 225,767

Foreign sales 279,176 280,165 160,666

Net income - group share 7,121 4,791 2,143

Shareholders’ equity after income of the period 43,101 33,710 26,689

Contingency and loss provisions 33,291 37,152 25,974

Cash flow 15,567 16,011 13,205

Investments of the period: 19,442 26,621 27,037

Industrial investments 12,340 11,026 5,138

Financial investments 7,102 15,595 21,899

Average number of employees 2,552 2,767 2,023

Financial information

> Consolidated income statements (in thousand of euros)

> Past three years (in thousand of euros)

As from 1st January 2000, consolidation of Freyssinet S.A. (Spain) and its subsidiaries, previously through the global integration method, is now

through the proportional integration method. This modification results from the agreements concluded with the Freyssinet S.A.’s Spanish share-

holder, who today holds 50% of the capital. All balance sheet and profit & loss account items are affected by this change.

page 16Freyssinet group

Freyssinet group communication department

Design-Production: Polynôme

© Photolibrary Freyssinet (Ian Berry, Claude Cieutat, Adrian Hall, Francis Vigouroux)

Country Company City

> Argentina Freyssinet - Tierra Armada SA Buenos Aires

> Australia Austress Freyssinet Pty Ltd Sydney

Reinforced Earth Pty Ltd Sydney

> Belgium Freyssinet Belgium N.V Vilvoorde

Terre Armée Belgium Vilvoorde

> Brazil STUP Premoldados Ltda Sao Paulo

STUP Freyssinet Ltda Rio de Janeiro

Terra Armada S.A. Rio de Janeiro

> Canada Reinforced Earth Company Ltd Ontario

> Colombia S.T.U.P. de Colombia Bogota

Tierra Armada Bogota

> Denmark A/S Skandinavisk Spaendbeton Vaerlose

> Egypt Freyssinet Egypt Giza

> Finland OY Jannibetoni AB Vaerlose

> France Freyssinet International (STUP) Velizy

Freyssinet International & Cie Velizy

Freyssinet France Velizy

PPC Saint-Remy

Menard Soltraitement Nozay

Terre Armée Velizy

> Fyrom (Macedonia) Freyssinet Balkans Skopje

> Germany Bewehrte Erde GmbH Plüderhausen

Menard Dyniv GmbH Hamburg

SBT Brüeckentechnik GmbH Plüderhausen

> Great-Britain Freyssinet Ltd Telford

Reinforced Earth Company Ltd Telford

> Greece Freyssinet Ellas S.A. Athens

Fredra S.A. Athens

> Guatemala Presforzados Tecnicos S.A. Guatemala City

> Hong Kong Freyssinet Hong Kong Ltd Kowloon

Reinforced Earth Pacific Ltd Kowloon

> Hungary Pannon Freyssinet Kft Budapest

> India TAI Aimil Joint Venture New Delhi

> Indonesia PT Freyssinet Total Technology Jakarta

> Irland Reinforced Earth Co Kildare

Country Company City

> Italy Freyssinet-Terra Armata Italia S.R.L. Rome

> Japan Freyssinet KK Tokyo

Terre Armée KK Tokyo

> Korea Freyssinet Korea CO, Ltd Seoul

Sangjee Menard Seoul

> Kuwait Freyssinet International et Cie Safat

> Malaysia Freyssinet PSC (M) SDN. SHD. Kuala Lumpur

Menard Geosystem SDN BHD Selangor

Reinforced Earth Management Services SDN BHD Kuala Lumpur

> Mexico Freyssinet de Mexico S.A. de C.V. Mexico DF

Tierra Armada S.A. de C.V. Mexico DF

> Morocco Freyssinet Maroc Rabat

> Netherlands Freyssinet Nederland BV Waddinxveen

Terre Armée BV Breda

> New-Zealand Reinforced Earth Ltd Auckland

> Norway A/S Skandinavisk Speenbeton Snaroya

> Philippines Freyssinet Philippines S.A. Quezon City

> Poland Freyssinet Polska Sp.Zo.O. Milanówek

> Portugal Armol-Freyssinet S.A. Lisbon

Terra Armada Lda Lisbon

> Romania Freyrom S.A. Bucharest

> Salvador Fessic S.A. de C.V. La Libertad

> Singapore PSC Freyssinet (S) Pte Ltd Singapore

Reinforced Earth (S.E.A.) Pte Ltd Singapore

> South Africa Freyssinet Posten (Pty) Ltd Olifantsfontein

Reinforced Earth Pty Ltd Johannesburg

> Spain Freyssinet S.A. Madrid

Tierra Armada S.A. Madrid

> Sweden A/S Skandinavisk Spaendbeton Malmö

> Switzerland Freyssinet S.A. Moudon

> Taiwan Freyssinet Taiwan Engineering Co. Ltd Taipei

> Thailand Freyssinet Thailand Ltd Bangkok

> Tunisia Freyssinet Tunisia Tunis

> Turkey Freysas Istanbul

Reinforced Earth A.I.S. Istanbul

> United Arab Emirates Freyssinet (Middle East) LLC Abu Dhabi

> United States Freyssinet LLC Chantilly

Menard LLC Vienna

The Reinforced Earth Company Vienna

> Venezuela Tierra Armada CA Caracas

> Vietnam Freyssinet International et Cie Hanoï

The Freyssinet group worldwide

Thanks to its very dense international network of almost 80 establishments

in 50 countries, the Freyssinet group by capitalizing on its worldwide

experience, can provide its local customers with the best solutions.

page 16Freyssinet group

Freyssinet group communication department

Design-Production: Polynôme

© Photolibrary Freyssinet (Ian Berry, Claude Cieutat, Adrian Hall, Francis Vigouroux)

Country Company City

> Argentina Freyssinet - Tierra Armada SA Buenos Aires

> Australia Austress Freyssinet Pty Ltd Sydney

Reinforced Earth Pty Ltd Sydney

> Belgium Freyssinet Belgium N.V Vilvoorde

Terre Armée Belgium Vilvoorde

> Brazil STUP Premoldados Ltda Sao Paulo

STUP Freyssinet Ltda Rio de Janeiro

Terra Armada S.A. Rio de Janeiro

> Canada Reinforced Earth Company Ltd Ontario

> Colombia S.T.U.P. de Colombia Bogota

Tierra Armada Bogota

> Denmark A/S Skandinavisk Spaendbeton Vaerlose

> Egypt Freyssinet Egypt Giza

> Finland OY Jannibetoni AB Vaerlose

> France Freyssinet International (STUP) Velizy

Freyssinet International & Cie Velizy

Freyssinet France Velizy

PPC Saint-Remy

Menard Soltraitement Nozay

Terre Armée Velizy

> Fyrom (Macedonia) Freyssinet Balkans Skopje

> Germany Bewehrte Erde GmbH Plüderhausen

Menard Dyniv GmbH Hamburg

SBT Brüeckentechnik GmbH Plüderhausen

> Great-Britain Freyssinet Ltd Telford

Reinforced Earth Company Ltd Telford

> Greece Freyssinet Ellas S.A. Athens

Fredra S.A. Athens

> Guatemala Presforzados Tecnicos S.A. Guatemala City

> Hong Kong Freyssinet Hong Kong Ltd Kowloon

Reinforced Earth Pacific Ltd Kowloon

> Hungary Pannon Freyssinet Kft Budapest

> India TAI Aimil Joint Venture New Delhi

> Indonesia PT Freyssinet Total Technology Jakarta

> Irland Reinforced Earth Co Kildare

Country Company City

> Italy Freyssinet-Terra Armata Italia S.R.L. Rome

> Japan Freyssinet KK Tokyo

Terre Armée KK Tokyo

> Korea Freyssinet Korea CO, Ltd Seoul

Sangjee Menard Seoul

> Kuwait Freyssinet International et Cie Safat

> Malaysia Freyssinet PSC (M) SDN. SHD. Kuala Lumpur

Menard Geosystem SDN BHD Selangor

Reinforced Earth Management Services SDN BHD Kuala Lumpur

> Mexico Freyssinet de Mexico S.A. de C.V. Mexico DF

Tierra Armada S.A. de C.V. Mexico DF

> Morocco Freyssinet Maroc Rabat

> Netherlands Freyssinet Nederland BV Waddinxveen

Terre Armée BV Breda

> New-Zealand Reinforced Earth Ltd Auckland

> Norway A/S Skandinavisk Speenbeton Snaroya

> Philippines Freyssinet Philippines S.A. Quezon City

> Poland Freyssinet Polska Sp.Zo.O. Milanówek

> Portugal Armol-Freyssinet S.A. Lisbon

Terra Armada Lda Lisbon

> Romania Freyrom S.A. Bucharest

> Salvador Fessic S.A. de C.V. La Libertad

> Singapore PSC Freyssinet (S) Pte Ltd Singapore

Reinforced Earth (S.E.A.) Pte Ltd Singapore

> South Africa Freyssinet Posten (Pty) Ltd Olifantsfontein

Reinforced Earth Pty Ltd Johannesburg

> Spain Freyssinet S.A. Madrid

Tierra Armada S.A. Madrid

> Sweden A/S Skandinavisk Spaendbeton Malmö

> Switzerland Freyssinet S.A. Moudon

> Taiwan Freyssinet Taiwan Engineering Co. Ltd Taipei

> Thailand Freyssinet Thailand Ltd Bangkok

> Tunisia Freyssinet Tunisia Tunis

> Turkey Freysas Istanbul

Reinforced Earth A.I.S. Istanbul

> United Arab Emirates Freyssinet (Middle East) LLC Abu Dhabi

> United States Freyssinet LLC Chantilly

Menard LLC Vienna

The Reinforced Earth Company Vienna

> Venezuela Tierra Armada CA Caracas

> Vietnam Freyssinet International et Cie Hanoï

The Freyssinet group worldwide

Thanks to its very dense international network of almost 80 establishments

in 50 countries, the Freyssinet group by capitalizing on its worldwide

experience, can provide its local customers with the best solutions.

1 bis, rue du Petit-Clamart

78140 Vélizy-Villacoublay - France

Tel.: +33 1 46 01 84 84

Fax: +33 1 46 01 85 85

www.freyssinet.com