Linton Bridge is a Grade II listed structure that links the villages of Collingham and Linton over the River Wharfe in West Yorkshire. This historic structure was built of stone in the early to mid-19th century and is a major and iconic feature of the local area.
During 23-24 December 2015, Storm Eva – measuring 84mph –caused massive power cuts and eventually flooding across the area. In the aftermath, cracks appeared on the carriageway of Linton Bridge; there was visible damage to the parapets, and settlement was apparent on the bridge deck.
The highways and transportation department at Leeds City Council was asked to go and investigate after concerns were raised by the local police. Upon inspection, a crack was observed on the southern arch. Public access was then suspended and both gas and water services were shut off at both ends of the bridge.
It was identified that one of the piers founded in the river had settled almost 200mm during the storm, causing the arches to crack and the carriageway and parapets to settle. BMM JV (a BAM Nuttall and Mott MacDonald joint venture) were contracted to investigate the flood damage, protect the structure from further damage, and design the repairs in partnership with Leeds City Council.
Assessing the damage
Various types of investigations were conducted to best address the problem of settlement, including a drone survey to enable safe examination of defects above the water more closely. An underwater inspection of the piers pinpointed the extent of the scour to the southern pier. This was followed by a survey to accurately scan the current shape of the arches and the road to help create 3D models of the bridge and plan the repairs. A bathymetric survey was also undertaken remotely to establish the current profile of the river bed in the vicinity of the bridge. Manual levelling was carried out to monitor the movement of the bridge. However, due to safety issues and cost, it was proving difficult to find a way to continuously and effectively monitor the movement of the bridge manually.
Wireless monitoring
In January 2016, Mott MacDonald contacted Senceive, as it was aware of the application of the company’s wireless condition monitoring technology to the remote monitoring of bridge settlement. Already pre-commissioned, the company’s stable and robust FlatMesh monitoring system was installed by the BAM team within three hours. Data was immediately available to help the City Council assess the ongoing stability of the arch without putting anyone at unnecessary risk. Data was then accessible 24/7 to users via a secure website.
High accuracy and stable sensors on special interconnected beams that compensated for any temperature variations, ensured the smallest amount of settlement movement could easily be determined.
Although part of the bridge had already settled significantly, it was important to get stable and high resolution data to sub-millimeter resolution to determine the real settlement trends. For this purpose, 10 high-precision tilt sensors, mounted on beams, were mounted on each parapet wall.
Using the FlatMesh wireless system the sensors communicated data to a solar 3G gateway to allow the monitoring to be completely wire and mains power-free throughout the monitoring period. The data could then be accessed remotely using the FlatMesh WebMonitor visualisation software. A video summarising the proposed repair work was posted on Leeds City Council website and the methodology was approved by the Environment Agency.1
Relieving the pressure
Senceive’s wireless monitoring system was also used to determine if the remedial works were successful. The system allowed for quick deployment and the initial monitoring could be compared with the manual measurements undertaken earlier. A complex temporary arch support system was installed to give safe access to the bridge and a temporary piling platform built on both sides of the structure. Steel tubular piles were then filled with concrete and sunk into the river bed.
Once the arch support system was installed and work could be safely undertaken beneath the bridge, the cracks in the arches were stitched and grout injected into the ground beneath the south pier. The stitching and grouting works were originally planned to be included in the strengthening works, but it was then decided that this could be incorporated into the stabilising works. This made the bridge safer to work on without adding any time to the overall programme. It would make the bridge robust enough to carry the construction equipment and withstand the vibrations and impacts associated with the implementation of the strengthening works.
The wireless monitoring was continued for a further period of approximately 8-10 months to assess whether there was any further settlement on the bridge after the stabilisation. The wireless monitoring system was removed during December 2016, one year after Storm Eva.
Currently, the strengthening works are fully underway and the bridge will remain closed for a few more months until completion. Once opened the bridge will continue to be part of day-to-day life for the surrounding villages and local scenery for many years to come.
1. www.leeds.gov.uk/residents/Pages/Linton-Bridge.aspx
Tareq Khodabacksh and Graham Smith are with London-based Senceive, specialists in wireless condition monitoring for civil engineering (www.senceive.com), while Dr. Aaron Okorie is an engineer with the highways and transportation department at Leeds City Council (www.leeds.gov.uk)