Cross-Section Survey
The number of cells, width, height and run length are confirmed during the culvert site survey.
OUR PROCESS
The number of cells, width, height and run length are confirmed during the culvert site survey.
Inner and outer forms, the carrier and the travel method are specified in the culvert formwork package.
Fresh concrete pressure, rigidity and connection points are assessed.
Panels and chassis are manufactured to the project dimensions.
The inner-form carrier and the outer system are erected on site.
Once the concrete has gained strength, the formwork is released and moved to the next cell on wheels or rails.
Operating notes and the pour-cycle log are handed over to the client.
EXECUTION
The site survey establishes whether the culvert is single- or multi-cell, its square or rectangular cross-section and the access available on site. The formwork is engineered to dimension rather than supplied as a fixed product.
The inner-form carrier, outer system and supports are designed together, with concrete pressure and the travel method built into the calculations.
Pouring, striking and moving to the next position run as a single cycle. Site supervision can be provided for the first pour.
ABOUT THE SERVICE
Culvert formwork is a purpose-built system for constructing the reinforced-concrete culverts used on highway, railway, infrastructure, drainage and watercourse-crossing projects to accurate dimensions, in a consistent and repeatable way. Formwork can be produced for single-cell and multi-cell culverts, as well as for square, rectangular and other project-specific reinforced-concrete cross-sections. Drawing on its experience with slipform and special formwork systems, Rayf Teknik develops mobile, reusable solutions tailored to the dimensions of each project and the conditions on site.
On long culvert runs, the same reinforced-concrete cross-section may be repeated dozens of times. Rather than fully dismantling and re-erecting the formwork at every stage, moving it as a complete unit to the next pour position wherever possible is a major practical advantage. The travelling inner-form carrier, the outer formwork system and the supporting members can be designed together to suit the structure of the project.
The width, height, reinforced-concrete wall thicknesses and roof slab of a culvert vary from one project to the next. Rayf Teknik therefore treats the system not as a fixed, off-the-shelf product but as engineered formwork that is developed around the needs of each project. Fresh concrete pressure, the rigidity of the form faces, connection points and the method of moving the system are all assessed before work begins.
The site-organisation experience Rayf Teknik has built up through its slipform work is also applied to mobile culvert formwork. Culvert formwork does not operate on the same principle as a conventional vertical slipform system; however, moving formwork in a controlled manner and planning pour cycles systematically on repetitive reinforced-concrete work calls for a similar engineering discipline.
Once the pour is complete and the concrete has reached the required strength, the form faces are released from the concrete. The system can then be moved on to the next section on wheels, on rails or with a travel mechanism developed specifically for the project. On long culvert projects, the aim is to cut down the repeated cycle of dismantling, transporting and re-erecting the formwork.
A key feature of the culvert formwork system is that it is reusable. Panels, the load-bearing chassis and other suitable components from the first project can be redeployed on later projects. If the new culvert has different dimensions, the existing system can be extended, or selected components can be replaced to adapt it to the new cross-section. This approach carries the upgradable-equipment philosophy of our slipform systems over to culvert projects.
Beyond single-cell culverts, the system can also be developed for multi-cell reinforced-concrete culverts, utility galleries and project-specific crossing structures. Where the formwork is purchased, Rayf Teknik can provide site supervision as required, giving the site team technical support with erection, the first pour and moving the system to the next pour area.
Rayf Teknik's aim with its culvert formwork solutions is not simply to form a reinforced-concrete structure, but to deliver a durable formwork system that can be reused along long project alignments, adapted to different dimensions and used to bring greater order to work on site.
TECHNICAL SPECIFICATIONS
Culvert formwork is designed around the number of cells, the cross-section dimensions and the length of the run. The rows below show a typical application framework.
TECHNICAL ADVANTAGES
Culvert formwork brings repetitive cross-sections, movement and adaptation together in one solution. The advantages are set out point by point.
Square, rectangular and special-section culverts are all handled with the same approach.
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Square, rectangular and special-section culverts are all handled with the same approach.
SERVICE GALLERY

TECHNICAL SUPPORT
Our technical team will contact you to arrange a site survey and quotation for your culvert formwork.
Information & FAQ
Short answers on the scope, timescales and handover of culvert formwork.
Culvert formwork is a system developed to build reinforced-concrete culverts at road, rail, drainage and watercourse crossings accurately and repeatably. It can be engineered for single- or multi-cell culverts with square or rectangular cross-sections. The inner-form carrier, the outer form faces and the supporting members are designed as one system. The aim is to progress along a long run without dismantling and re-erecting the formwork from scratch for every cell. The cross-section and travel method are recorded at handover.
On multi-cell culverts, a setting-out gauge is used so that the inner form stays on line as it moves from one cell to the next. No cell is waved through as “roughly the same”.
No. A vertical slipform rises together with the structure, whereas culvert formwork is moved horizontally along the run or from one cell to the next. Even so, both share the same discipline of moving the formwork in a controlled way and planning the pour cycle on repetitive reinforced-concrete work. Concrete pressure, rigidity and connection details are calculated specifically for each culvert. To avoid any confusion, the method is named clearly in the quotation.
The hydraulic lift increment of a vertical slipform does not translate into culvert transfer speed. The store is labelled so that spare parts for the two systems never get mixed up.
Once the concrete has gained sufficient strength, the form faces are released. The system is then moved, as a complete unit wherever possible, to the next pour position on wheels, on rails or with a travel system designed for the project. This reduces the constant burden of dismantling, transporting and re-erecting. Measurements are taken at every move so that level and alignment deviations do not accumulate. Reinforcement and concrete supply are scheduled around this cycle.
The first pour after each move is monitored as a trial that proves the system has seated correctly. If gaps appear at the form face, the panels are tightened and the pace is maintained.
Panels, the chassis and suitable components can be redeployed on the next job. If the new culvert is wider or taller, the formwork is adapted with additional components or replacement form faces. Forcing formwork onto an incompatible cross-section causes defects in the concrete surface, so this limit is defined during the site survey. A site supervisor can support the site team during initial erection and transfer. The investment is therefore not confined to a single project.
If the dimensional difference is small, an extra filler strip is enough; if it is large, a new form face is essential. The site survey defines this limit to the millimetre. Forcing the fit means cracking.