Bridge bearing monitoring: see whether the bearing is still working

Permanently monitor roller, rocker, elastomeric and spherical bearings. Displacement at the bearing seat and structure temperature are tracked together, making it visible whether the superstructure is moving freely.

Underside view of a bridge superstructure with the bearing seats on two concrete piers

Your benefits

A bearing only shows its behaviour over time

During an inspection, the structure sits at a single temperature state. Whether the bearing moves over the annual cycle can only be estimated at that moment.

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The full temperature cycle, not a single inspection day

Whether a bearing is working shows over summer and winter. The data series runs continuously, while the main inspection under DIN 1076 captures a single day every six years.

Seizing becomes visible

A jammed roller bearing does not report itself. If the measured displacement falls behind the expected value, this stands out before the restraint leaves marks on the bearing seat and superstructure.

Retrofittable on existing structures

The sensors are mounted in the bearing area and transmit their readings wirelessly. No intervention in the bearing itself and no cable trench are needed for this.

Remaining displacement capacity documented

How much travel the bearing has left in its summer and winter positions is established as a measured value. This is the basis for deciding on bearing replacement, remaining service life and refurbishment planning.

Roller bearing beneath a bridge superstructure, next to a yellow measuring scale for reading the bearing displacement

How it works

Four steps from expansion to insight

The movement at the bearing is unremarkable in itself, it belongs to the structure. It only becomes meaningful when compared against the temperature that causes it.

  1. 01

    Assess the bearing seat

    We inspect bearing type, expansion length and accessibility, determine which bearings are monitored and in which direction measurement takes place, and record the starting position.

  2. 02

    Capture displacement and temperature together

    Displacement at the bearing and the structure temperature run on the same timeline. Only both values together give a meaningful result, because the movement is driven by temperature.

  3. 03

    Check the reading against the temperature cycle

    From expansion length and temperature range, the expected movement of the superstructure can be calculated. This expected value is continuously compared with the measured displacement.

  4. 04

    Report and document deviation

    If a deviation persists, the alert goes out. In parallel, the data series keeps growing and documents from when the bearing’s behaviour changed.

Experience the principle

When the temperature rises and the superstructure stays put

As the superstructure warms, it has to displace at the movable bearing. Set the bearing to "blocked" and start the temperature cycle: the expected movement keeps going, the measured one falls behind.

Demonstration only bearing free
End position Restraint
Sensor readout

Structure temperature

5°C

Expected

0.0mm

Measured

0.0mm

Structure

Steel superstructure, 30 m expansion length

Deviation, threshold 3 mm within range

What is monitored

Three bearing types, one question

However different the bearing types are, the question is the same for all of them: does the bearing still allow the movement it was installed for?

Roller bearing between bearing seat and superstructure, heavily corroded, with a yellow measuring scale at the base

Steel bridges

Roller & rocker bearings

The roller must be able to rotate. Corrosion, contamination and lack of lubricant cause it to seize, and the expansion forces then transfer into the superstructure and abutment instead of into the movement.

Concrete bridges

Elastomeric & sliding bearings

Here the movement arises from shear deformation and from the sliding surface. Ageing of the elastomer, displaced bearings and damaged sliding pairings change the behaviour gradually.

Large spans

Spherical & pot bearings

High loads meet a sliding material that wears. What matters is the displacement path and rotation at the end positions, in other words how much reserve the bearing still has in summer and in winter.

What a seized bearing triggers is usually visible on the adjacent component. Crack formation at the bearing seat and chamber wall is captured by crack monitoring, tilting and settling of the substructure by tilt monitoring. In the concept we combine the measured variables that match the damage pattern.

Typical applications

Where the bearing is the open question

Bearing condition is a key factor in remaining service life, refurbishment scope and cost. A data series answers the question that would otherwise rely on an assessment based on assumptions.

  • Riveted steel bridges with existing roller or rocker bearings
  • Structures whose bearings were flagged at the last main inspection
  • Bridges facing a decision on bearing replacement or reconstruction
  • Cracks at the bearing seat, chamber wall or abutment with unclear cause
  • Structures under ongoing traffic where every closure is costly

Maintenance

Bearing replacement, justified by the measurement

A bearing replacement is costly, often involving lifting the superstructure and traffic restrictions. The data series shows whether and how urgently it is needed, and fits it into the refurbishment planning.

Structural inspection

The years between two main inspections

The inspection under DIN 1076 remains in place. The monitoring provides the years in between as a data series and gives the inspecting engineer data that a single snapshot at the bearing seat cannot provide.

To the Bridge Monitoring industry

Matching sensors

The devices behind bearing monitoring

Displacement and temperature at the bearing are complemented by tilt and crack width on the adjacent component.

All products

Bridge bearing monitoring for your structure

Whether an existing roller bearing or a spherical bearing on a major bridge, we inspect the bearing seat and align measured variables, measuring points and thresholds with the structure and the question at hand.

Christian Steffes Christian Steffes

Data platform

All readings on one platform

The sensors transmit their readings wirelessly to the data platform, where they are evaluated, documented and continuously checked against your thresholds.

  • AI-assisted data analysis
  • User-focused reporting
  • Continuous evaluation
  • Warning and alarm thresholds
  • Alerts by email and text message
  • Remote access around the clock
More on monitoring & alerting
Monitoring platform Sample view
Reading history within limits
Warning threshold
  • AI-assisted data analysis Condition within limits
  • User-focused reporting Report ready
  • Alerting Thresholds monitored
FAQ

Frequently asked questions about bridge bearing monitoring

What is bridge bearing monitoring?
Bridge bearing monitoring is the continuous monitoring of the movement a bridge bearing is meant to allow. A bearing carries the load of the superstructure while allowing longitudinal displacement and rotation, mainly from thermal expansion, plus creep, shrinkage and traffic load. The sensors capture this movement at the bearing seat together with the structure temperature, making it visible whether the bearing is still fulfilling its task.
How do you recognise a seized roller bearing?
From the relationship between temperature and displacement. The superstructure expands almost linearly with the structure temperature, and the measured displacement at the bearing must follow this curve. If it falls significantly behind while the temperature continues to rise or fall, the bearing is no longer working freely. A single reading is not enough for this, the conclusion only emerges from the data series across several temperature cycles.
Which measured variables are captured at the bearing?
At the core, the longitudinal displacement between superstructure and substructure as well as the structure temperature, because only together do they allow the expected value to be formed. Depending on the structure, rotation and tilt in the bearing area are added, supplemented by crack widths at the bearing seat or chamber wall if damage is already visible there. Which sensors are used in each case is defined during the free concept phase.
Does the bridge need to be closed for installation?
Installation takes place in the bearing area, usually underneath the structure and not on the carriageway. Whether traffic control or a mobile platform is required depends solely on the accessibility of the bearing seat. We clarify this in advance during the structure inspection, so the effort is known before commissioning.
Does the monitoring replace the inspection under DIN 1076?
The inspection under DIN 1076, the German standard for bridge inspection, remains in place and is complemented by the monitoring. The main inspection provides a snapshot every six years, while the monitoring provides the course in between, including the temperature cycles that first reveal a bearing problem at all. This data is available to the inspecting engineer, who continues to make the assessment.
What happens to the measurement data?
The readings run via gateways over mobile networks into the online data portal, where they are visualised and stored as a history. This creates seamless documentation that can be used for the structure file and for evidence towards clients and authorities, and justifies a bearing refurbishment with measured values.

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Let's talk about your structure

Tell us about the structure, bearing type and findings from the last inspection. You will receive a reliable initial assessment at short notice, including suitable measured variables and sensors.

+49 6742 8599600 DE +41 41 670 00 11 CH [email protected]
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