Ing. PETR DAMEK

2006 – present             Managing Director, Link Projekt Ltd., CZ

2003 – 2006                  Design Group Manager, Strasky, Husty and Partners, Ltd., CZ

1992 – 2002                  Senior Design Engineer, Strasky, Husty and Partners, Ltd., CZ

Bridges on R52 Rajhrad-Pohorelice, CZ (Strasky, Husty and Partners, Ltd.)

Design and design coordination of highway bridges and overpasses.

Bridge 201 on R35, Olomouc, CZ (Strasky, Husty and Partners, Ltd.)

Two span post-tensioned concrete overpass across motorway R35. Cross section is formed by two edge beams in a shape of New Jersey barriers and connected by slab. Central support is formed by prefabricated concrete V-shape pier. Design and detailing including coordination with contractor.

Motorway R35 near Olomouc, CZ (Strasky, Husty and Partners, Ltd.)

Bridge design coordinator for the whole lot. A series of bridges including 500 m long cast in place multi span girder bridge with span length of 42 m built by progressive construction method using Movable Scaffolding System. Cooperation with the contractor SKANSKA on implementation of the MSS, technical and design support during construction.

Expert Reviews and Consultancy of infrastructure projects (Link Projekt Ltd.)

Ing. TOMÁŠ KULHAVÝ, Ph. D.

2009 – present             Technical Director, Link Projekt Ltd., CZ

2007 – 2009                  Bridge Engineer, Bilfinger Berger (Canada), CA

2006 – 2007                  Technical Director, Link Projekt Ltd., CZ

2003 – 2006                  Senior Design Engineer, Strasky, Husty and Partners, Ltd., CZ

2000 – 2003                  Bridge Engineer, JV B+B & CEC, TW

1995 – 2000                  Design Engineer, Strasky, Husty and Partners, Ltd., CZ

Pedestrian bridge, Eugene, USA (Strasky, Husty and Partners, Ltd.)

Suspension structure of three spans 23 + 103 + 23 m across Willamette River with deck assembled from precast concrete segments. Suspension cables are supported by steel A-shape pylons and anchored in steel ties at both ends. Static and dynamic analysis of the bridge. Analysis of erection stages.

Stress ribbon footbridge, Maidstone, UK (Strasky, Husty and Partners, Ltd.)

Stress ribbon structure of two spans assembled from precast segments. Structure across river is horizontally cranked and central support is formed by inclined concrete strut with stairway. Responsible for static and dynamic analysis of the superstructure and preparation of design drawings.

D47 Bridge 8216, Ostrava, CZ (Strasky, Husty and Partners, Ltd.)

Steel-concrete composite bridge with open section formed by steel I-beams and cast-in-situ concrete deck. The bridge has 16 spans and a total length of 750 m. The bridge was built by incremental launching of the steel superstructure. Project engineer responsible for static analysis and detailed design including erection engineering for the Contractor.

Pedestrian bridge, Ceske Budejovice, CZ (Strasky, Husty and Partners, Ltd.)

Steel arch structure with a span of 52 m over Vltava River. The deck is formed by steel tubes and cast-in-situ concrete deck from high performance concrete. Project engineer responsible for static and dynamic analysis and detailed design for the Contractor.

C260 & C270 THSR Project, TW (JV B+B & CEC)

Different types of railway bridges including cast-in-situ 3-span continuous bridges, incrementally launched bridges, cast-in-situ simply supported bridges and composite bridges. Responsible for coordination of the design in the Contractor’s Design Management Department.

Golden Ears Bridge, British Columbia, CA (Bilfinger Berger (Canada))

Different types of road bridges including extradosed bridge over the Fraser River formed by steel superstructure with composite concrete deck suspended on concrete pylons and adjacent viaduct and approach ramp sections formed mainly by prefabricated concrete NU-girders with cast-in-situ composite concrete deck. Responsible for temporary works design and coordination, erection engineering of selected structures, design assistance to the Site and design coordination of selected structures.

Management of International activities, (Link Projekt Ltd.)

Ing. VILÉM JUTTNER

2010 – present             Technical Director, Link Projekt Ltd., CZ

2009 – 2010                  Design Manager, PPP Motorway D1, JV Collas, Mota-Engil, Bouygues Doprastav,                                      Váhostav,

2006 – 2009                  Technical Director, Link Projekt Ltd., CZ

2005 – 2006                  Principal Engineer, Maunsell Consultants Asia Ltd., HK

2000 – 2005                  Chief Structural Engineer, Strasky, Husty and Partners, Ltd., CZ

1996 – 2000                  Senior Design Engineer, Strasky, Husty and Partners, Ltd., CZ

1993 – 1996                  Design Engineer, Charles Redfield Consulting Engineers, USA

1991 – 1993                  Junior Design Engineer, Strasky, Husty and Partners, Ltd., CZ

1988 – 1991                  Junior Design Engineer, DS Olomouc, CZ & Libya    

Confederation Bridge, CA (Charles Redfield Consulting Engineers)

Fourteen kilometers long multi span box girder built in cantilever with drop in central sections. Structural check of the approaches and some details on the main spans.

Nile Creek Highway, CA (Charles Redfield Consulting Engineers)

Three span continuous bridge on the main route of freeway. AASHTO girders made continuous by post tensioning with cast in place deck. Seismic Design.

Cable stayed bridge, Zidlochovice, CZ (DS Olomouc)

Relatively modest span of 55m is suspended on inclined towers in two planes along the deck edges. The deck is formed of precast longitudinal edge girders with precast cross elements spanning the distance between them. The composite concrete deck is cast over the cross members at the end. Design of the erection procedure, calculation of the erection stages and supervision of the construction.

Bridges on D47, Ostrava, CZ (Strasky, Husty and Partners, Ltd.)

The design consists of four main route bridges and four overpasses. Two major bridges are steel-concrete composite box girders with external post tensioning. The length is 400m with spans up to 100m. Other major bridges are steel-concrete composite bridges with open section that forms a multispan viaducts of a total length of 750 m  and 600 m with spans up to 48 m and 70 m. One bridge is built by incremental launching, one by heavy lifting of the complete spans. All the bridges are located in a region of recent mining activity, thus the design must respect this. The bridges are furnished with STU (LUD) devices.

Stress ribbon footbridge, Maidstone, UK (Strasky, Husty and Partners, Ltd.)

Stress ribbon of unique first of this type span alignment. The bridge of total length has three spans that bend horizontally over the intermediate supports. The composite deck is made of precast segments and in-situ concrete. The bridge is a part of The Millenium project for Maidstone Borough Council in Maidstone, Kent, UK. Nominee for fib outstanding structure and awarded.

Cable Stayed Odra Bridge, Ostrava, CZ (Strasky, Husty and Partners, Ltd.)

One tower cable stayed bridge across Odra river and adjacent lakes. Main spans of 105 m are suspended at central plane of the bridge. The deck is formed by two parallel shallow box girders with smooth u-shaped bottom slab mutually interconnected via transversal struts integrated with anchor blocks for the stays. The deck continues as two separate bridges at approach spans. Conceptual design, erection method, construction engineering.

Sutong Bridge, China (Maunsell Consultants Asia)

Team Leader for Bridge erection analysis and geometry control, together with comprehensive design and construction engineering activities for the 1088 m main span Sutong Bridge.

PPP project of 70 km Motorway D1, Slovakia, (Link Projekt Ltd.)

Management of International activities, (Link Projekt Ltd.)

Managing of the company Design activities

Ing. PETR ČIHÁK

2006 – present             Principal Engineer, Link Projekt Ltd., CZ

2003 – 2006                  Senior Design Engineer, Strasky, Husty and Partners, Ltd., CZ

1996 – 2002                  Design Engineer, Strasky, Husty and Partners, Ltd., CZ

Overpass I/37, Hradec Kralove, CZ (Strasky, Husty and Partners, Ltd.)

Redesign of horizontally curved overpass for SKANSKA. Bridge has 13 spans with superstructure formed by reinforced concrete continuous slab. Above column supports in transverse direction post-tensioning is designed to reduce slab thickness and also reduce shear stresses in the longitudinal direction. 

Odra Bridge, Ostrava, CZ (Strasky, Husty and Partners, Ltd.)

Composite steel box of variable depth with cast in situ concrete slab on motorway D47. Main span has length of 100 m. Steel structure was erected by one direction cantilever method using temporary supports. Superstructure is post-tensioned longitudinally using external cables. Responsible for detailed design and erection engineering.

D47 Lot 07 & 08, Ostrava, CZ (Strasky, Husty and Partners, Ltd.)

Bridge design coordinator.

D47 Lot 06, Ostrava, CZ (Link Projekt Ltd.)

Bridge design coordinator.

D47 Bridge 6201, Ostrava, CZ (Link Projekt Ltd.)

Detailed design and construction stages analysis of 8 span viaduct with total length of 207 m. Continuous superstructure is formed by two main beams connected by top slab. Each beam is supported by a single column. Structure was built using Movable Scaffolding System with post-tensioning in each construction stage.

R48 Motorway, Section Rychaltice, (Link Projekt Ltd.)

Design Coordinator

Ing. STANISLAV BRTÁŇ

2007 – present             Principal Engineer, Link Projekt Ltd., CZ

2004 – 2007                  Senior Design Engineer, Strasky, Husty and Partners, Ltd., CZ

1996 – 2004                  Senior Design Engineer, Geoconsult Ltd., SK

D61 Bridge over channel of Vah, Horna Streda, SK (Geoconsult Ltd.)

Detailed design of three span continuous bridge of total length 178 m with a main span of 66.5 m. Superstructure is a box girder built from cast in place segments in balanced cantilever.

Pedestrian Bridge over highway D1, Bratislava, SK (Geoconsult Ltd.)

Five span pedestrian bridge with main span of 34 m. Main span is supported by an arch situated above the deck. Deck is formed by a slender post-tensioned concrete slab. Detailed design.

R2 Bridge over a railway, Ozdany, SK (Geoconsult Ltd.)

Detailed design of continuous bridge of total length 431 m with a main span of 87.5 m. Superstructure is a box girder built from cast in place segments in balanced cantilever.

D47 Ostravice Bridge, Ostrava, CZ (Strasky, Husty and Partners, Ltd.)

Detailed design, time dependent analysis and erection engineering of four span continuous composite bridge of total length 343 m with a main span of 100.3 m. Superstructure is formed by a steel box girder with cast in situ concrete slab. Steel structure was erected using a progressive cantilever method with temporary supports. Superstructure is post-tensioned longitudinally using external cables. Concrete slab is post-tensioned transversely.

Bridge by Kojenecky ustav, Olomouc, CZ (Link Projekt Ltd.)

One span post-tensioned concrete slab supported by two independent steel arches. Span is 65 m, width 13.35 m. Complete detailed design and erection engineering for a contractor.

Brezno Bypass

Bridge design coordinator, Project manager

Bridge across Ostravice river, Frydek Mistek, (Link Projekt Ltd.)

Three span stress ribbon bridge of total length of 100 m

R3 Motorway, Section nizna Tvrdosin, (Link Projekt Ltd.)