Railroad Track Vibration Tests Upon Project Completion

Two Vibration Tests at the End of the Project

The technical specifications require not one, but two vibration tests on the railroad track prior to acceptance: compliance with the rail roughness profile and the track’s ability to dampen vibrations. Here’s what you need to deliver, and why the timeline, not the measurement, is what poses the risk.

Why two controls,
and not just one?

This is not redundant. The two controls target two different links in the same chain — the one that ends with the resident. Controlling just one link is not enough: the specification requires verifying both the source AND the filter.

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What’s Included – What to Expect

A Detailed Look at the Two Controls

Rail Roughness

Goal: Verify that the rail surface meets a specified roughness standard, which ensures controlled vibration as trains pass over it. Measure both rails.

What’s Included:
  • Graph showing the variation in the amplitude of irregularities (vertical) as a function of longitudinal position, for visual inspection. “Peak” and “trough” irregularities exceeding 0.8 mm at the crest are identified.
  • Vertical irregularity spectra in third-octave bands, wavelength range 10 cm to 2.5 m.
  • One spectrum every 50 m of track, compared to the applicable gauge — either the reference gauge or the stricter gauge depending on the zone.

Conformity : EN 15610 & EN ISO 3095 standards.

The point that’s often overlooked — Inspection makes sense when combined with grinding: as long as the grinder is available, any out-of-tolerance area can be corrected immediately. Once the grinder is taken offline, any nonconformity means it must be brought back online, causing a delay. 

Discover our Roughness Measurement Services

Channel Filtering Capacity

Goal: Verify during the construction phase (when trains are not running), that the installation effectively dampens vibrations by utilizing the resonance frequency of the ties and the stiffness of the tie pads.

Measurement Principle:
  • A static load representative of the axle load applied via a construction vehicle (VMS or rail/road). An analysis of the unsprung mass validates the measurement.
  • A dynamic excitation source applied to the rail; accelerometers mounted on the track.
  • The resonance frequency is measured every 200 m.

Compliance criterion as agreed upon with the project owner: resonance frequency under load, or insertion loss/attenuation level.

The critical point to anticipate — The criteria and methodology must be approved by the project owner prior to the first data collection campaign (as outlined in a methodological report prepared in advance). Without this approval, there is a risk of collecting data “in a vacuum” and having the results challenged upon acceptance. 

Control 1 — Emission

The Source

The roughness of the running surface causes friction between the wheel and the rail. This is the source of the vibrations.

Control 2 — Propagation

The filter

The stiffness of the sole plates beneath the cross-ties determines the energy transmitted to the ground and, subsequently, to buildings.

What We Protect — Admissions

Local Residents

What is perceived: discomfort, structure-borne noise, disruption of sensitive activities (hospitals, auditoriums, etc.).

The real risk isn’t the measure itself. It’s the timeline.

The process is well-established. What throws off a project completion schedule is the sequence of deadlines.

An inspection initiated too late means a team is unavailable, a grinder has already left, or a non-conformity cannot be rectified. Each time, this results in a delay in track acceptance.
The inspection becomes a tool for managing the grinding process, not just an administrative formality.

Due date
Deadline

Advance Notice Before the Track Is Made Available
at least 4 weeks

Validation of the methodology by the project owner
before the 1st campaign

Generating the report after a campaign
2 weeks

Seven points are all it takes to secure a campaign—and your reception.

Ready to launch a campaign?

Screening methodology approved by the project owner (criteria finalized)

Technical Specifications of the loading machine + analysis of unloaded mass

Machine operator available during measurement time slots

Secure access to the areas to be measured

Relative quiet around the areas (noise affects roughness measurements)

4-week notice given to the service provider before the service becomes available

Synchronized grinding and surface roughness measurement to enable finishing operations

Is the launch coming up soon?

Now’s the time to talk about it

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    The source and the filter: 40 years of expertise

    Proven expertise in large-scale projects

    40 years
    of railway expertise, from design to final inspection

    They trust us

    SNCF Réseau
    RATP
    Société du Grand Paris
    Keolis
    Alstom
    Egis Rail
    Systra
    Eurotunnel
    Vossloh

    Projects & Standards

    Grand Paris Express — L18
    Luxtram
    Métros Lyon · Paris · Londres
    EN 15610
    EN ISO 3095
    NF ISO 14837-1
    ISO 2631-2