A large concrete bridge supported by a central pillar spans over a forest with tall, slender trees. Architecture by MOXON Architects.
VRT Velké Meziříčí

A subtle reinterpretation of the traditional haunched-girder viaduct

VRT Velké Meziříčí

Žďár nad Sázavou, Czech Republic

2025

The proposed viaduct will carry the high-speed rail line between Prague and Brno across the Oslavu River, crossing the tree lined river valley between the towns of Velke Mezirici and Mostiste. The proposed structural form has been carefully considered to provide an appropriate response that is in harmony with the beauty of the site whilst simultaneously providing an efficient, low maintenance structure. 
A large concrete bridge with tall supports stretches across a landscape of leafless trees and distant hills, architecture by MOXON Architects.

The viaduct comprises two separate ‘decks’ each consisting of concrete piers, fixed integrally to a haunched concrete box girder deck without the use of bearings. The haunches are shaped such that the soffit of the central span forms a subtle arc across the full span; this echoes the historic arched viaducts nearby. This symmetrical arrangement sits comfortably within the valley, minimises the number of foundations, and responds to the different uses beneath the viaduct. The central spans of the two decks are located above the wildlife corridor and the river and roads respectively, marking these important routes beneath the bridge.

A large concrete bridge with a train passing overhead, spanning over a forested landscape with leafless trees, architecture by MOXON Architects.
Elevated highway bridge over a forested landscape with fog, under a partly cloudy sky, architecture by MOXON Architects.
A cross-section of a bridge structure over a valley with supporting columns, landscape, and trees behind, architecture by MOXON Architects.

A slender split pier separates the two decks, marking the midpoint of the structure and the valley with a visually expressed gap; this central pier also accommodates thermal, shrinkage and creep movements through flexure in the pier rather than relying on sliding bearings on the piers. The separate deck units also enable rail expansion joints to be eliminated, with the rail continuous across the entire structure. The two most problematic bridge components – rail expansion joints and bearings - are therefore eliminated, massively reducing inspection and maintenance requirements.

A detailed technical drawing of a modern building structure, showcasing geometric lines and angles, with architecture by MOXON Architects.
Architectural blueprint of a modern structure with angular lines and geometric shapes, architecture by MOXON Architects.

The cross section is arranged such that the deck cantilevers beyond the beams, this allows the parapet to read as a continuous light band along the top structure, with the box beam in partial shadow below; extending the piers to the top of the box serves to visually recess the box further. This breaks up the mass of the viaduct and makes it appear lighter, reducing the visual impact of the viaduct on the site.

A topographic site plan showing a bridge crossing a landscape with buildings and natural contours, architecture by MOXON Architects.
A detailed cross-section of a bridge with trees and terrain below, train tracks and a train on top, architecture by MOXON Architects.
A train travels on a bridge above a forested landscape with tall, leafless and evergreen trees, architecture by MOXON Architects.
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Structural Engineering
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