Cross Tay Link Road bridge built with Form Traveller

Cross Tay Link Road bridge in Scotland Form Traveller

Balanced Cantilever bridge of Cross Tay Link Road bridge in Scotland.

Destiny Bridge, the flagship structure within the Cross Tay Link Road project. Balanced cantilever bridge with 56 cast in situ deck segments.

In this project we use Non-symmetrical casting! 

The use of this method corresponds to the initial assembly of only one Form Traveller (FT) and casting of the corresponding segment.
This Form Traveller (FT) is then moved to the end of the cast segment, and the pair’s second Form Traveller (FT) is assembled.
The pair’s second segment is then cast.
Subsequent segments will be cast symmetrically.

Max. Segment Length: 5,6 m
Max. Segment Width: 15,44 m
Max. Segment Weight: 261 Tons with 4,6 m

STRUKTURAS
WE MAKE IT SIMPLE!

Client: Royal BAM Group

Photo credits to: Bridge construction consulting 

To see more projects we have completed with form travellers SEE THIS LINK

If you have a project where you would like us to have a look and make a proposal, feel free to contact our local agent or our head office in Norway. CONTACTS  

Overhead Form Traveller for the Nydal bridge

Overhead Form Traveller Nydal bridge

The Nydal bridge – Nydalsbrua

Roundabout transition to the cable-stayed bridge.

Overhead Form Traveller with segment length of 8,50m.

The Nydalsbrua is a 183-meter long cable-stayed bridge over the Nidelva in Trondheim, which has replaced the existing Sluppen bridge.

Nydalsbrua is the winner of Norwegian Betongtavlen 2023!

Well done Nydalsbrua project team!

Skanska is the bridge’s contractor, Aas-Jakobsen AS designer and Plan arkitekter AS have designed Nydalsbrua.

The Statens vegvesen – Norwegian Public Roads Administration was the client.

Photo credits to Grzegorz Gucwa from Skanska team.

To see more projects we have completed with form travellers SEE THIS LINK

If you have a project where you would like us to have a look and make a proposal, feel free to contact our local agent or our head office in Norway. CONTACTS  

Span by span construction of the new TB Heubach bridge

Strukturas MSS Heubach new bridge construction
The Heubach valley bridge consists of two parallel structures, which were demolished and rebuilt in two construction phases.
 
Demolition of the old bridge and the construction of the new Heubach bridge was awarded by Die Autobahn GmbH des Bundes to the contractor Implenia.
Movable Scaffolding System ensures the minimal intervention to existing infrastructure.
Using MSS for new construction allows the existing highway and the road bellow to remain open throughout most of the construction period.
After finished demolition the same MSS is also used for the construction of the new TT section decks. As a result this approach saves time and resources, by making the construction process more efficient.

The MSS installation works was carried out by professional site team from Strukturas as.

Highlights & Facts:

Max Span: 48,0m
Max MSS Span: 39,1m
Weight of the concrete bridge: Approx 426 KN/m
Width Of Bridge Slab: 18.3m
Min. Hor. Radius: R= 2500m
Max Crossfall: 4.53%
Max Long Slope: 0,63%
Deflection of MSS: MAX L/400

The replacing of old bridge superstructures with MSS is an effective and safe technical solution.

Here is the link to the blog post about the demolition of the same bridge using the same MSS

See the video below and do not hesitate if you wish to consult about your bridge!

STRUKTURAS

WE MAKE IT SIMPLE!

First segments of balanced cantilever bridge are casted at Gostyn Bypass in Poland

Gostyn, Poland, Form Traveller

We are thrilled to share that first segments of balanced cantilever bridge are casted at Gostyn Bypass in Poland.

On behalf of Strukturas project team leaded by Maciej Masłowski we are sending our congats to Gostyn Bypass MGP/PZDd-14 bridge reinforced concrete team leaded by Alicja Kosz-Koszewska from G&M Sp. z o.o.
The consortium of MIRBUD SA and KOBYLARNIA S.A. is the General Contractor.

Strukturas has a great partner Hünnebeck by BrandSafway Poland team, leaded by Daniel Hutnik.

It’s good to feel a strong support and see great performance in designing and supplying formwork for bridge foundations, piers and hammerheads.

Information about the Form Traveller delivered to this project:
Max. Segment Length: 5,00 meters
Max. Segment Width: 11.78 meters
Max. Segment Weight: 175 tons with 5.0 meters
Max. Longitudinal Slope: 0,7%
Max. Crossfall: 2,0%

Facts:
✅Assembly of FT is done by Strukturas site team
✅ Hammerhead was asymmetrical with temporary supports on one side – asymmetric FT start
✅ Concreting segments and launching FT is symmetrical on each pendulum
✅ Strukturas is using Hunnebeck H20 wooden beams for external FT formwork.
✅ Besides FT steel structure Strukturas is supplying the client with all wooden parts too

STRUKTURAS
WE MAKE IT SIMPLE!

If you would like to learn more about using form travellers for your bridge, send us an email la@strukturas.no and we will contact you as soon as possible!

Strukturas Overhead MSS for Bridge SO 203

SO 203 Motorway bridge over Malši 

800 m bridge was designed as a flyover with 19 spans.
It contains 2 parallel decks with the width of 14,4m.
The height of the bridge above the ground is 10 m at its highest point.  

Strukturas Overhead MSS named SO 203 was used for construction of long deck of the bridge project D3 in the Czech Republic, close to Ceske Budejovice.

Highlights & Facts:
  • Max Span: 42,0m
  • Max MSS Span: 35m
  • Weight of Superstructure: Approx 28,6t/m
  • Width Of Bridge Slab: 14,4m
  • Min.Hor.Radius: R= 2700m
  • Max Crossfall: 2,5%
  • Max Long Slope: 0,7%
  • Deflection of MSS: MAX L/400

Client: Doprastav, a.s.

The Movable Scaffolding System was designed as an overhead type with two main I beams. Opening of the formwork and launching the MSS is was ensured by hydraulic cylinders.
The entire steel structure weighing 525 tons was manufactured in China, in a certified factory, and was transported to the construction site in 12 meter containers.
The complete production of the MSS took three months, and its subsequent transport across half the globe took about five weeks.
Assembly took place completely directly on the construction site using 30,000 high-strength bolts.
Typical span by span concreting cycle of 42 m length bridge spans takes 14 days.

MSS SO 203 - 3D model picture
STRUKTURAS Overhead MSS SO 203 at concreting first span second deck of project D3 close to Ceske Budejovice in the Czech Republic.

The story of legendary MSS Drammensvogna

The story of legendary MSS Drammensvogna – 50 years in action 
 
Last week we signed one more MSS redesign contract with Skanska, who owns legendary MSS Drammensvogna.
This time it shall be used at bridge Vadløkkjbrua on the E6 south of Trondheim, Norway.
 
Vadløkkjbrua will be the 19th project made with this MSS!
 
MSS Drammensvogna, one of the first MSS was builded in 1973 for Norway the motorway bridge in Drammen, Norway.
The E18 motorway bridge in Drammen is a four-lane girder bridge on the E-18 that crosses the outlet of the Drammen river between Brakerøya and Bangeløkka. The bridge has free spans of up to 60 meters and a sailing height of up to 12 metres.
Until now it is the longest bridge in Norway – 1,890 meters!
Movable Scaffolding System - MSS
Revolutionary MSS technology has proven its productivity.
The contractor for the bridge was Ingeniør Thor Furuholmen A/S, one of the largest companies in Norway at the time. They later merged with Ing. F. Selmer A/S to Selmer – Furuholmen AS, which today is Skanska Norge AS.
In collaboration with the consulting company Taugbøl & Øverland A/S (now COWI), the MSS was designed and put into production.
Construction work began in the autumn of 1973. The span by span casting of the bridge deck was carried out with a newly developed type of MSS, 131 meters long (800 tonnes weight), which enabled full casting at a speed of up to 100 meters of bridge per 14 days. Bridge deck has been casted 4 weeks before end of construction schedule.
 
Since that time the MSS Drammensvogna has been redesigned for many bridge projects in Nordic countries as underslung and overhead MSS.
On the engineering side, competence on the equipment has been maintained internally at Skanska, and there has also been good cooperation with for the consulting with us –  company Strukturas as.
 
All the projects accomplished with the Drammensvogna MSS:
1. E18 Drammen Drammensbrua 1973-75
2. E39 Kristiansand Gartnerløkka bridge 1978
3. Stockholm Johanneshov Bridge 1981-83
4. Strømstad Skee bridge 1986
5. E6 Oslo Lodalen bridges 1986-87
6. Sweden Obbola bridge 1988-89
7. Molde Bolsøy Bridge 1990
8. Skien Menstad bridge 1990-91
9. Askøy Askøy Bridge 1990
10. Storeklubben, Askøy Storeklubben viaduct 1989
11. Troms Dyrøy Bridge 1994
12. Porsgrunn Frednesbrua 1994-95
13. Gardermobanen Mork/Nessa/Kvisldalen 1995-96
14. Sykkylkven Sykkylvsbrua 1999-2000
15. E18 Drammen Parallel motorway bridge 2003-2004
16. E16 Bagn Bagn bridge 2017
17. Nordøyvegen Lauke and Hamnaskjersund bridge 2020-21
18. E16 Bjørum-Skaret Isielva bridges 2022-24
19. Vadløkkjbrua on the E6 south of Trondheim 2024-25
 
Founder of Strukturas Tore Gjølme has followed this MSS since the beginning and will participate also at the 19th project for Drammensvogna. 
He is 78 years old and still going strong!
 
Credits to Statens vegvesen – Norwegian Public Roads Administration

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 Underslung Form Traveller Ariari Puerto Lleras, Meta, Colombia

Underslung Form Traveller Ariari

Underslung Form Traveller Ariari – Puerto Lleras, Meta, Colombia

Connecting the downtown area of Puerto Lleras with the existing Vista Hermosa county road, known as “Trocha Siete” with a bridge over the Ariari River.
It is a cable-stayed bridge with a length of 270 m, made up of spans of 70 m, 135 m and 70 m and a deck width of 11.6 m. Bridge supported by two pylons approximately 52 m high and 20 m wide at the base.
The superstructure is made up of a concrete slab that is supported on longitudinal and transverse by structural steel beams.
Balanced cantilever construction method of the deck – Cast-In-Situ with Form Travellers.

The Underslung Form Traveller solution can be adapted to different types of bridge decks, such as arch bridges and cable-stayed bridges, leaving enough room to assemble the temporary or final cable stays, and allowing easy launchback to the initial assembly position.
The external formwork of this type of Form Traveller is supported by the main structure, leaving enough room to install the pre-assembled rebar cage. When the rebar cage is pre-assembled, the Strukturas Underslung Form Traveller is the perfect choice.

Highlighs & Facts:

Segment Length: 7,75m
Length of Hammerhead: 19,9m
MAX Segment Weight: 132,7ton
MAX Width Superstructure: 12,8m
Min.Hor.Radius: R=1195m
Max Long Slope: 7,0%
Crossfall: 0%
Deflection of Main Beam: L/400
Critical Wind Speed During Launching: 20,0 m/sec
Critical Wind Speed During Concreting: 32,0 m/sec
Client: CONCREARMADO LTDA.
Project Location: Puerto Lleras, Meta, Colombia

STRUKTURAS
WE MAKE IT SIMPLE !

See the video below and do not hesitate if you wish to consult about your bridge!

Strukturas MSS approved as safe construction method to build bridge over the railway

The Bane NOR – Norwegian National Rail Administration has approved Strukturas MSS – Movable Scaffolding System as a safe construction method to build the bus road bridge over the railway line in Stavanger.

Movable Scaffolding System - MSS
MSS over the railway

The joint venture of Risa AS and Contur AS, with COWI as adviser, won the competition to build the Bussveien through Jåttåvågen, between Vaulen and Gausel in Stavanger.

The implementation of Strukturas as overhead MSS allows the railway to remain open throughout most of the construction period.
There is thus no need for a separate safety culvert over the railway, and train traffic can run while the biggest part of the concrete works is in progress.
When a contractor has to cast concrete or launch the overhead MSS over the railway they have to do it while there is no train traffic.

But they can do this work either at night when there is no train traffic or in periods where Bane NOR has approved stoppages in train traffic over several days. 
But most of the time concrete workers can work inside of the Strukturas as overhead MSS with ongoing traffic below.

If we had built in the usual way with traditional formwork, we would have had to secure the railway with a safety culvert and take additional safety measures to safeguard train traffic and other traffic under the bridge while the work is in progress, says Per Ove Stokkeland, project manager in Rogaland fylkeskommune .

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Strukturas – The Leading Bridge Building Equipment Supplier in Europe

Strukturas team congratulates founder Engineer Tore Gjølme on his 80th birthday

Movable Scaffolding Systems (MSS), Form Travellers, Launching Gantries, and full-service delivery for complex bridge decks.

Why Strukturas

For more than 30 years, Strukturas has helped contractors deliver over 300 bridges worldwide -safely, predictably, and on schedule. From concept engineering to dismantling, we supply bridge building equipment and the people, methods, and QA needed to execute critical-path concrete deck works for railway and highway viaducts, aqueducts, and long-span structures.

What sets us apart

  • Full portfolio: MSS (underslung & overhead), Form Travellers (FT), Segmental/Beam Launchers, Launching Gantries (LG).
  • End-to-end scope: design, engineering, fabrication, supply, rental, sale, sale-with-buyback, assembly, operation, dismantling planning, labour crew services.
  • Certified quality: Eurocode 3 / NS-EN 1993, EN-1090 (Execution Class II), steels Q235 / Q345.
  • Global footprint: European headquarters in Norway, with offices across Europe and Asia and agents in key markets.

What We Deliver: Systems That Fit Your Method

Movable Scaffolding Systems (MSS)

  • Configurations: Underslung and Overhead.
  • Use cases: In-situ bridge deck construction over water, traffic, and rail; constrained access; long approaches.
  • Engineering levers: span length, deck width, curvature radius, slope, load capacity, cycle time.
  • Features: Hydraulic systems, self-launching sequences, optimized transverse beams and supporting brackets.

Form Travellers (FT)

  • Variants: Overhead / underslung form travellers, segmental form travellers.
  • Method: Balanced cantilever for long spans, tall piers, and curved alignments.
  • Interfaces: Internal/external formwork, anchorage/brackets, predictable cycle control for cast in-situ boxes and U-shape aqueducts.

Launching Gantries & Beam Launchers

  • Segmental construction: Span-by-span or balanced methods for precast programs.
  • Beam launchers: Efficient placement for precast girder viaducts and approaches.

Where Our Equipment Excels

  • Viaduct concrete decks with repetitive spans.
  • Cast in-situ bridges where access is limited and logistics are constrained.
  • Full-span formwork scenarios that demand high productivity.
  • U-shape aqueducts and atypical cross-sections.
  • Over-water / over-rail alignments requiring self-launching and controlled possession windows.

End-to-End Services (Reducing Interfaces, Reducing Risk)

  1. Design & Engineering – method studies, preliminary sizing, detailed calculations, and constructability reviews.
  2. Fabrication & Supply – EN-1090 compliant manufacturing & QA, transport and pre-assembly planning.
  3. Commercial Modelsrental, sale, sale with buyback to match program horizons & redeployment plans.
  4. Assembly & Operation – site setup, commissioning, labour crews, supervision, cycle-time tuning.
  5. Dismantling Planning – safe-park strategies, retreat sequences, turnaround for next project.

Engineering & Technical Specifics

  • Geometry inputs: span length, deck width, curvature radius, slope.
  • Structural kit: internal/external formwork, supporting brackets, transverse beams tailored to box girder geometries.
  • Systems: synchronized hydraulic systems, controlled self-launching (underslung/overhead), defined load capacity envelopes.
  • Productivity: repeatable cycle time windows supported by crew models and shift patterns.

Standards, Certification & Materials

  • Eurocode 3 / NS-EN 1993 design basis.
  • EN-1090, Execution Class II fabrication control and traceability.
  • Steel grades: Q235 / Q345, selected for strength, weldability, and lifecycle performance.

Sustainability & Efficiency

  • Reuse, rental and sharing models to maximize equipment lifespan and minimize CO₂ footprint.
  • Efficient material usage via modular designs and redeployment planning.
  • Minimal environmental impact from self-launching methods that limit temporary works and ground disturbances.

Geographic Presence

A global supplier to contractors of railway and highway bridges, with project references across Europe, the Middle East, and worldwide.

Agents in: Azerbaijan, Bosnia and Herzegovina, Croatia, Czech Republic, France, Greece, Israel, Italy, Kazakhstan, Korea, Macedonia, Malaysia, Montenegro, Qatar, Romania, Singapore, Indonesia, Slovakia, Slovenia, Sweden, Taiwan, Turkmenistan, Turkey, Ukraine, United Kingdom.

Offices in: Norway (HQ), Austria, China, Estonia, Germany, Latvia, Lithuania, Poland, Portugal, Switzerland, Slovakia.

Track Record & Team

  • 30+ years of experience, 300+ bridges delivered.
  • International engineering bureau with several branches in Europe.
  • Proven references & case studies across geographies and delivery models.

Typical Engagement Flow

  1. Early inputs: alignment, span schedule, cross-sections, site constraints.
  2. Method screening: MSS vs. FT vs. LG vs. BL decision support with risk/constructability notes.
  3. Commercial fit: rental / sale / buyback with redeployment outlook.
  4. Execution plan: assembly, commissioning, cycle-time targets, QA plan, HSE envelope.
  5. Handover & dismantling: controlled retreat, asset preservation, documentation.

FAQ

Do you both rent and sell equipment?

Yes. We match rental, sale, or sale-with-buyback to program duration and your redeployment pipeline.

Can you operate the equipment with your crews?

Yes. We provide assembly, operation, and labour crew services, or we can supervise your crews.

What standards do you build to?

Design to Eurocode 3 / NS-EN 1993; fabrication to EN-1090 (Execution Class II) with documented QA; steel Q235/Q345.

Can you support over-water or over-rail projects?

Yes. We engineer self-launching MSS and method statements for constrained possessions and navigation windows.

Ready to build your next bridge more simple with worldwide bridge building equipment leaders? Talk to our engineers today and get your concept study started.

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Choosing the Right Bridge Building Equipment Supplier for Your Project

Cross Tay Link Road bridge in Scotland Form Traveller

Choosing an equipment supplier is one of the most critical decisions in a bridge construction project, impacting everything from budget and safety to the final deadline. The right choice goes far beyond a simple price comparison. It involves a deep evaluation of a supplier’s capabilities and their ability to act as a true partner.

A top-tier supplier excels in three core areas: the quality of their equipment, the depth of their expertise, and the strength of their partnership. This guide breaks down what to look for in each of these essential pillars.

1. The Foundation: Equipment Fleet and Quality

The first step is to verify that the supplier has the right tools for the job and that those tools are of the highest quality.

The Essential Inventory

A specialized bridge-building supplier must offer a comprehensive range of machinery. This isn’t just about having one or two items; it’s about providing an integrated solution. Key categories include:

  • Heavy Lifting and Launching: This includes a variety of cranes (tower, mobile, gantry), launching girders for span-by-span construction, and specialized segment lifters.
  • Formwork Systems: A top supplier will offer advanced formwork, such as self-launching systems, that are essential for efficient on-site concrete casting.
  • Concrete and Foundation Machinery: This covers everything from concrete pumps and batching plants to pile drivers and excavation equipment.

Beyond the Inventory: Signs of Quality

Having the equipment is not enough. The quality and reliability of the fleet are what prevent costly downtime. Look for:

  • Modern, well-maintained fleet with clear maintenance records.
  • Safety and environmental compliance (e.g., ISO certifications).
  • Robust quality assurance including thorough inspections and material testing before equipment arrives on site.

2. The Differentiator: On-Site Technical Expertise

This is where a good supplier transforms into a great one. The support provided by their team is just as important as the machinery itself. On-site technical support is mission-critical for preventing delays and ensuring safety.

Correct Assembly and Commissioning

Specialized bridge equipment is not “plug-and-play.” An on-site technician from the supplier is the only person qualified to guarantee the equipment is assembled and calibrated according to the manufacturer’s exact specifications – a non-negotiable step for operational safety.

Immediate Troubleshooting to Minimize Downtime

When a key piece of equipment fails, the entire project can stop. The daily cost of a stalled infrastructure project can be astronomical. An on-site technician can often diagnose and fix an issue in hours, preventing a minor fault from turning into a multi-day delay.

Proactive Process Optimization

The best on-site support is proactive, not just reactive. An experienced technician can observe the workflow and suggest optimizations, such as a more efficient sequence for moving a formwork system. This expert guidance helps your team achieve maximum performance and can shorten the project timeline.

3. The Ultimate Goal: A True Strategic Partnership

Finally, the right supplier operates not as a temporary vendor, but as a long-term strategic partner invested in your project’s success. This value is seen in how they handle challenges and collaborate with your team.

Shared Risk and Innovative Solutions

A partner works with you during the planning stages, a principle known as Early Supplier Involvement (ESI). They use their experience to refine your equipment list, sometimes suggesting a different system that could save months from the schedule or improve safety. They share the responsibility of ensuring the project runs smoothly.

Unwavering Support in a Crisis

Projects rarely go exactly as planned. When challenges arise, a partner adapts with you. Their on-site team becomes an extension of your own, working to solve problems collaboratively. This immediate, unwavering support during a critical moment is the ultimate sign of a true partnership.

Long-Term Value

By working with an expert supplier, your own team’s skills grow. You establish a foundation of trust that makes future projects faster to plan and execute. The supplier becomes a go-to resource, providing a competitive advantage for your next tender.

Conclusion

The price on a quote reflects the cost of renting a machine. The true value, however, is found in the supplier’s ability to deliver reliable equipment, integrated expertise, and a genuine partnership that drives your project to a safe, on-time, and on-budget completion.

With more than 30 years of experience and over 300 bridge projects completed worldwide, Strukturas is uniquely positioned to meet these standards and help you complete your project in the best way possible.

Visit here to learn more.

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