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CURRICULUM VITAE

PERSONAL DETAILS

Last Name: POLYZOGOPOULOS

First Name: IOANNIS

Fathers Name: ATHANASIOS

Date of Birth: 10/ 08/1973

Mobile telephone number: +30 6972022167

Web page: http://www.bridge-engineering.co/

e-mail address jpolyzo@gmail.com

STUDIES

9/1991 – 9/1996 Civil Engineering Diploma, D.U.TH. (http://www.duth.gr/)

Structural Engineering. (master level - 5 year degree)

2/1997 Member of Technical Chamber of Greece

DESIGNERS CERTIFICATES (ACCORDING TO EXPERIENCE)

Category (08)

Structural Engineering Design

Grade C’ (maximum given to an individual)

Category (13)

Hydraulics Design

Grade Α’

FOREIGN LANGUAGES

English: Excellent (Cambridge English Proficiency Diploma)

WORK EXPERIENCE

9/2013 – Today

Independent freelancer Structural Engineer – Bridge specialist

http://www.bridge-engineering.co/

4/2005 – 9/2013

ODOMICHANIKI S.A.

Senior Bridge Engineer

3/2002 - 3/2005 FABER MAUNSELL (AECOM)

http://www.aecom.com/

Bridge Engineer

12/1999 - 1/2002 AXON STUDIES S.A.

http://www.axonmel.gr/

Bridge Engineer

2/1997 – 12/1999 ANAPLASI CONSULTING ENGINEERS S.A

http://www.anaplasi.com

Structural Engineer

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SPECIAL SKILLS

DESIGN CODES & STANDARDS

EUROCODES

BRITISH STANDARDS

NEW DIN FACHBERICHT – OLD DIN CODES

AASHTO, CALTRANS

STRUCTURAL DESIGN-CAD SOFTWARE

SOFISTIK (Sofistik AG)

SAP 2000 (CSI Berkley)

STAAD.Pro (Bentley)

STATIK – FAGUS- CEDRUS (Cubus Engineering software)

AutoCAD 2014

CIVIL 3D 2014

INSTANT steel-composite Design (Computer Control Systems S.A.)

Masonry structures design: FEDRA (Runet).

INFORMATION & TECHNOLOGY SKILLS

Visual Basic.

C++, Fortran, Pascal.

MS Office (Word, Excel, Access, Power Point)

MS Project

Autolisp, Visual Lisp.

CONFERENCES – WORKSHOPS- SEMINARS

Cad Design

1996 “AutoCad” (ΤΕΕ - 80 hours)

2012 “Civil 3D” (Ιnfostudio 40 hours)

Management

1999 “ Legislation for the Commissioning of Public Works ”

( ΤΕΕ - 60 hours)

Structural Design

2000 Statik (Ministry of civil works 20 hours)

2004 Sofistik (Sofistik Hellas – 25 hours)

Bridge Design

2003 Design of Seismic Isolation Systems (Ε.Κ.P.Ε. - 20 hours)

2005 Bridge Construction, Modern methods of study-construction and

management (Ε.Κ.P.Ε. - 16 hours)

2007 Earthquake Protection Design of Bridges (N.T.U.A - 10 hours)

2008 Design of concrete according to Eurocode 2 (ΤΕΕ - 10 hours)

2008 Application of Eurocodes in Bridges (ΤΕΕ - 10 hours)

2008 Major Railway Construction Projects in section Tithorea - Domokos

(ERGOSE - 11 hours)

Tunnel Design

2007 New advanced engineering methods of Tunnel Boring

(Ε.Β.Ε.Α – 10 hours)

Earthquake Engineering and Seismology

2008 3rd

Greek Conference on Earthquake Engineering and Engineering

Seismology, 5-7/11/2008, Athens (Caravel – 4days)

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MANAGEMENT EXPERIENCE

Coordination between Structural Design Department and Surveyor, Geotechnical

Design, Road Design, Hydraulic Design and Electromechanical Departments, for

the completion of the main projects involved (Either in-house or with

subcontractors)

Technical documentation, time schedule, calculation of bill of quantities, for all

the main projects involved.

Coordination of the design team containing junior engineers and draftsmen for the

accomplishment of large scaled projects.

DESIGN EXPERIENCE

Design and Check experience of large complicated civil works from the level of

conceptual design up to the level of structural analysis and bar reinforcement

design - drafting including bill of quantities, budget and technical documentation.

Over 25 detailed studies and over 40 final studies of infrastructures civil works

including Road, Railway, Pedestrian Bridges, Cut&Covers, Tunnels, Underpasses,

Box Culverts with reinforced and prestressed concrete sections.

Deck cross section types: solid slabs, voided slabs, box girders, precasted beams.

Pier cross section types: Rectangular, Circular, Double Columned, Hollow, Twin

blades.

Foundation types: Spread foot, Piles, Shafts.

Dynamic analysis of seismic isolated structures.

Experience in designing smaller structures such as retaining walls, steel and

composite structures, wooden structures, concrete buildings, shafts, pump stations,

pipe jacking and rehabilitation – strengthening of old masonry buildings.

MAIN PROJECTS (INDICATIVE) PROJECT OWNER: EGNATIA S.A. (http://www.egnatia.eu)

670 Kilometres Road crossing all Northern Greece, Linking

Port of Igoumenitsa (Italy’s side) with kipi (Turkey’s side).

SEGMENT : 4.1.3s

EMPLOYER: FABER MAUNSELL (AECOM) (http://www.aecom.com/)

INFO LINK: http://www.bridge-engineering.co/cantilever.html

Final Design of Right Branch of Veneticos Bridge at CH. 5+046.94

Construction Method: Balanced cantilever

Bridge total length 650m (85+120+120+120+120+85)

Maximum pier height 63m (Hollow & Twin blade Pier Section)

Girder box Deck section

Pier foundations: shafts

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CONTRACTOR: Joint Venture Bilfinger + Berger (http://www.egnatia.eu)

SEGMENT : Contract C270.

Viaducts through Changhua, Yunlin & Chiayi Counties

EMPLOYER: FABER MAUNSELL (AECOM) (http://www.aecom.com/)

INFO LINK:

http://www.aecom.com/Where+We+Are/Asia/Countries/Taiwan/

_projectsList/Taiwan+High-

Speed+Rail+%E2%80%93+Contracts+C260+and+C270?langua

gehoice=en_US&Go=Go&localeHidden=en_US&localeFlash=e

s_ES

Contract C270 required the design of 38km of standard viaducts through

Changhua, Yunlin & Chiayi Counties and a station guideway at Yunlin.

On Contract C270, the viaduct is up to 28m high, and made up of 35m long

precast post-tensioned concrete box girders simply supported on single columns.

The deck units have free sliding mechanical pot bearings at each corner. Shear

keys at either end of the span provide transverse restraint with one end fixed

longitudinally. Bored piled foundations of 2m diameter and up to 60m long

support the viaduct. Station guide ways are of similar construction but with twin

box-girders and RC portal-frame supports.

PROJECT OWNER: P.A.THE. (Highway crossing Greece from south to north

linking Patra, Athens, Thesaloniki).

PROJECT: HIGHWAY COMPLEX IN LAMIA VICINITY

SEGMENT: SPERXEIOS NEW RIVERBED – RODITSA OVERPASS

EMPLOYER: ODOMICHANIKI S.A.

INFO LINK: http://www.bridge-engineering.co/voided_slab.html

“Final Design of Τ9δ flyover at Roditsa - Highway complex in Lamia vicinity”.

Bridge length 264m, in 250m plane view curve with 5,75m operating width.

Deck Section: prestressed concrete slab with circular voids.

Pier sections: single & double column with pot bearings.

PROJECT OWNER: ERGOSE (Greek National Railways)

PROJECT: COMPLETION OF THE STUDIES OF THE NEW RAILWAY LINE OF

REGULAR WIDTH BETWEEN KORINTHOS - PATRA (PHASE C)

SEGMENT: ANCIENT KORINTHOS - “KIATO” RAILWAY STATION

EMPLOYER: AXON STUDIES S.A. ( http://www.axonmel.gr/)

INFO LINK: http://www.bridge-engineering.co/c&c.html

Cut and Cover (L=436m)

CH. from 17+295.00 to 17+731.00 Underpass of Transverse road 3 in junction with railway line (L=11.10m)

CH. 1 + 717.73.

Flyover of Transverse Road 9 in the junction with the railway line (L=55m) at

CH. 9 + 247,25.

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PROJECT OWNER: ERGOSE (Greek National Railways)

PROJECT: COMPLETION OF THE STUDIES OF THE NEW RAILWAY LINE OF

REGULAR WIDTH BETWEEN KORINTHOS - PATRA (PHASE C)

SEGMENT: ANCIENT KORINTHOS - “KIATO” RAILWAY STATION

EMPLOYER: AXON STUDIES S.A. ( http://www.axonmel.gr/)

INFO LINK: http://www.bridge-engineering.co/precast_beams_rail.html

Final study of precasted prestressed beams railway bridge at southern Greece. The

Bridge accommodates a triple railway line on a plan view curve at the Psathopirgos”

district crossing “Valinaios” river. The new railway line follows the old national

road in a plan view curve of 650m radius. The design speed of the new railway line

is 120km/h. The bridge is formed from 7 precasted preestresed beams of 26m length

bridging 8 spans. The total bridge length is 205m and the deck width is 16.90m. The

prestress is imposed in 2 stages on the precasted beams (full prestress) and in the

transverse direction on the deck slab and on the transverse connecting beams (partial

prestress).

PROJECT OWNER: EYDE – P.A.THE. (Highway crossing Greece from south to

north linking Patra, Athens, Thesaloniki).

PROJECT: P.A.THE HIGHWAY DESIGN

«KLIDI – POLIKASTRO – EUZONOI »

SEGMENT: PART C: END ASPROUS – EUZONOI

EMPLOYER: ODOMICHANIKI S.A.

INFO LINK: http://www.bridge-engineering.co/precast_beams.html

Flyover Τ8d. Precasted prestressed beams 37,80m length, 2,35m height.

Bridging Platanias stream. The bridge lies on 180m plan view curve and is

connected to the abutments via elastomeric bearings.

PROJECT OWNER: EGNATIA S.A. (http://www.egnatia.eu ) 670 Kilometres Road crossing all Northern Greece, Linking Port of

Igoumenitsa (Italy’s side) with kipi (Turkey’s side) . PROJECT: INDEPENDENT CHECK

EMPLOYER: FABER MAUNSELL (AECOM) (http://www.aecom.com/)

Independent check of underpasses K.O. 8 (T2) final design in Egnatia Odos at

CH. 5+046,94

Independent check of underpasses (Τ3) at CH. 16+755,06 (Face 2)

Independent check of the Cut & Cover Entrances of the tunnels S1-S2

(segment 5.2-.3)

Independent check of the entrances of tunnel “Agiou Nikolaou” (segment 0320)

EMPLOYER: NATIONAL TECHNICAL UNIVERSITY (N.T.U.A)

“Strengthening & Rehabilitation of Technological Park in Layrio”. Buildings

Serpieri, Administration, Pharmacy.

Dynamic analysis, strengthening, time – finance schedule.

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PROJECT OWNER: EYDAP (Greek Water Company).

PROJECT: Ddrainage network at Palini Municipal.

EMPLOYER: Dimitris Sotiropoulos and Associates S.A.

INFO LINK: http://www.bridge-engineering.co/pump.html

“Detailed study of sewage pumping station of Palinis drainage network system.”

EMPLOYER: Ministry of Culture “Unification of Archaeological Sites”

“Steel roof structure for the protection of “Nikis” statue in Andrianos Library”.

Web page: http://www.bridge-engineering.co/

References available upon request.