Showing posts with label viaduct. Show all posts
Showing posts with label viaduct. Show all posts

Sunday, 5 November 2023

HS2 Thame Valley Viaduct, first beams lifted into place

Text edited from a script I wrote for a video which can be found here


At 880m long and only 3m high the Thame Valley Viaduct in Buckinghamshire won’t be as impressive as the Colne Valley Viaduct in Denham. However, the way in which it is being constructed will make the viaduct pioneering, at least here in the UK.

The viaduct will pass over a large floodplain to the west of Aylesbury that is situated between the A41 and A418. Trying to build a viaduct that is almost a kilometre long within a floodplain provides a whole host of challenges, which is part of the reason why the viaduct is being constructed in the way that it is, using prefabricated elements for much of the viaduct's structure.

In order to build the viaduct an access road first had to be constructed, which had to be strong enough to allow cranes, ADTs (articulated dump trucks) and excavators to pass over it, but could not contaminate or block the flow of water.

Therefore several culverts were installed underneath the road to stop it from becoming a dam, in addition, the base for the road was made with coarse stone, which was free of fine material that would otherwise reduce permeability and could contaminate the water.


A bowser carrying diesel driving over part of the Thame Valley haul road

The road which has been constructed to a height of approximately 1.8m is a feat of engineering in itself, but is only temporary and will have to be removed once the viaduct is complete.

With the completion of the haul road work could begin on the difficult task of trying to sink piles and excavated material for a pile cap within a floodplain. The pile cap is a steel-reinforced concrete box which sits on top of the piles and is used as a base to support the piers. There are typically three piles underneath each cap, which have been sunk to a depth of 45m to provide a solid foundation for the piers and ultimately the viaduct to rest on.

Before earth could be excavated for the pile cap a cofferdam had to be constructed, which used sheet piling that was driven into the ground. The earth was then excavated to the top of the piles before a mould was placed inside the hole into which steel reinforcement was placed and concrete poured.

The construction of the haul road and pile caps is interesting, but not particularly groundbreaking. The pioneering part began when the construction of the viaduct's structure commenced, as it is thought that this will be the first time that a viaduct in the UK has been constructed almost entirely out of pre-fabricated sections. This includes the steel reinforcement cages for the pile cap, the concrete piers and concrete beams used to support the deck, as well as elements of the deck.

The 68, three-metre tall concrete piers that each weigh 42 tonnes and 72 concrete beams that weigh 97 tonnes have been constructed 90 miles away on the Isle of Grain by PACADAR.


Ends of the beams sitting on top of the pre-case concrete piers.

Using prefabrication in a controlled environment has allowed the bridge design to be improved which it is thought will save as much as 19,000 tonnes of concrete. In addition, it will cut down the number of lorry movements required, with each beam transported on a single vehicle, which would otherwise require as many as five, four-axle lorry loads of materials to be delivered to the site.

The 42-tonne piers alone would have required the equivalent of around two, 12m3 cement mixers worth of concrete to be delivered to the site. In addition, using prefabrication means fewer workers are needed on site which further reduces vehicle traffic in the area.

The first piers were installed in June this year (2023) and so far 36 have been installed. With the piers now installed the first beams are beginning to be placed on top.

The lift was carried out using two crawler cranes, one with a lifting capacity of 300 tonnes and another with a 350 tonne capacity. The cranes worked in tandem to first lift the beam from the transporter and then slew the beam into place on top of the piers.


Lift off, the 97 tonne beam being slewed into place

Each of the viaduct's 36 spans will require 2 beams, with spans of between 20 and 25 metres. It is hoped that a beam one will be lifted into place each day, weather permitting.

Once installed the beams will be post-tensioned to the adjoining beam, using short threaded bars that will be slotted into holes within the ends of the beams.

Once several beams have been installed the deck sections will be lifted into place on top of the beams. The bridge deck will be constructed using pre-assembled panels, which will be covered in a final layer of concrete that will be poured in situ to form a continuous concrete deck. The deck will support pre-cast slab track sections which will in turn support the rails.

Although the piles, pile cap and top layer of the deck are being poured in situ, it is the use of prefabrication for the beams, piers and sections of the deck and slab track that make the construction of this viaduct unique within the UK.

So whilst it may not get as much attention as the Colne Valley viaduct, The Thame Valley viaduct is no less important and is helping to push the boundaries of UK construction.




Wednesday, 31 August 2016

Mersey Gateway August 2016 update


It has been 5 months since I last updated progress on the construction of the new bridge across the Mersey, the last blog about the project posted in May focused on the task of upgrading the road connections to the bridge.

Since the last update in March 2016 a great deal has happened and 2 of the 3 pylons that will eventually support the bridge are reaching their final heights. As of the 28th of August the north pylon was at a height of 102m, with only 8m left to take it up to its final height of 110m. The south pylon was up to 117m with another 8m to go as of the 26th of August and the central pylon was at a height of 59m as of the 24th of August.

South pylon

Central pylon

North pylon

A view of the 3 pylons together taken on 26th of August. 

Throughout August anchor boxes had been installed into the north and south pylons, the anchor boxes will be used to secure the stay cables which will hold the weight of the bridge deck. The south pylon which will be the largest contains 16 anchor boxes, each of which can hold 4 stay cables, 2 on each side. The central will house 8 anchor boxes and the north will house 14.

During July and August the form travellers which will construct the bridge deck were lifted into position on the north and south pylons, with the central yet to lifted. The form travellers work in a similar way to the movable scaffold systems (MSS) which are being used to construct the approach viaducts. 

The form travellers each act a mould into which steel reinforcement is placed and then concrete is poured to form a bridge section. Each bridge section will be secured with a stay cable anchored to the pylon. 

Once each bridge section is secured and the concrete has set the traveller then moves along, half of the travel supported on the bridge section just constructed and the other half jutting out to support the mould, ready to construct a new bridge section. This process is repeated until 2 form travellers working from each pylon meet in the middle. 

The south pylon with the form traveller in position. 

Over the past 5 months the MSS which has been constructing the approach viaduct on the Widnes side has been making steady progress, as of the 20th of August 8 spans had been completed. Work has now begun to extend the width of each span to the final 6 lane width.


To extend the width of each span a machine called a wing traveller (pictured below) has been installed. This machine rests on the constructed span and reaches out sideways to support 2 moulds (1 either side) onto which concrete is poured. Once the concrete is set the machine is moved forward to repeat the process.


In Runcorn a second MSS is being assembled to construct the approach viaduct which will take traffic over the Manchester Ship Canal and onto the new bridge. This MSS will work in exactly the same way as the one on the Widnes side. 


Another large and key element of the project is the construction of Astmoor viaduct which will carry traffic from the A533 Central Express onto the new approach viaduct. This is complex and large structure which includes the construction of a new junction and a large viaduct which is close to industrial units, crosses a busy road and a busway.

This viaduct is being built in what could be considered a more traditional way. Piers have been constructed out of reinforced concrete onto which pre-cast concrete bridge beams are placed. 


Bridge beams over the busway

Piers already constructed ready for beams to be placed over Astmoor Road


The project appears to be progressing well and is on track to open in 2017. I'll be sure to keep up to date with the latest progress right up until the opening day. 



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