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Ashford Lane footbridge inspection reports

Posted on July 6, 2025July 6, 2025 by ecwlarcombe

This is an image of the partially collapsed timber footbridge in June 2025.

The Dorney Parish Council status report dated June 2025 is here

You will find the detailed Ashford Lane footbridge 74 page inspection report by Bridge Station and dated June 2024 here

The Atkins Ashford Lane Footbridge 90 page report is here

My view is that the visual inspections become less effective over time – to a point where they are totally inadequate (to be honest – actually useless in the specific areas where there is advanced internal rot lacking external visual indicators).  There is a need for the use of NDT (non-destructive testing) equipment.

I put the question to my mate Claude AI as follows: Our 20 year old timber footbridge over the river collapsed. Visual inspections failed to reveal significant rot in critical areas. What non destructive testing equipment is available for use when inspecting timber please?

Claude says the following:

Several non-destructive testing (NDT) methods are available for inspecting timber structures, particularly useful for detecting internal defects that visual inspection can miss:

Resistance Drilling/Drilling Resistance

  • Equipment like the Resistograph or IML-RESI measures drilling resistance as a thin needle penetrates the wood
  • Provides real-time resistance graphs showing density variations, decay, and hollow areas
  • Excellent for detecting internal rot while leaving only a 1.5-3mm hole

Ultrasonic Testing

  • Portable ultrasonic devices (like Sylvatest or Pundit) measure sound wave transmission through timber
  • Detects internal voids, decay, and density changes
  • Can assess structural integrity along the grain and perpendicular to it

Micro-drilling

  • Uses very small diameter bits (1-2mm) to assess internal condition
  • Provides wood chip samples for visual assessment of decay
  • Minimal damage to the structure

Stress Wave Testing

  • Equipment like the Fakopp or Director HM200 measures stress wave propagation
  • Detects internal defects, checks bolt connections, and assesses overall structural integrity
  • Can cover large areas quickly

Electrical Resistance/Moisture Meters

  • Pin-type or pinless moisture meters detect high moisture content areas
  • Helps identify zones prone to decay development
  • Some advanced models can penetrate deeper into timber sections

Ground Penetrating Radar (GPR)

  • Less common for timber but can detect large internal voids
  • More typically used for foundations and buried elements

For bridge inspections, resistance drilling and ultrasonic testing are often the most practical combination, as they can assess both surface and internal conditions while providing quantitative data about structural integrity.

END

 

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DATCHET

The name "Datchet" is thought to be Celtic in origin, and the last part may be related to cet ("wood"). In the Domesday Book it is called "Daceta".lla. Datchet is first mentioned between 990 and 994, when King Ethelred made small grants of land here.

HORTON

The village name "Horton" is a common one in England. It is Old English in origin and derives from the two words horu 'dirt' and tūn 'settlement, farm, estate', presumably meaning 'farm on muddy soil'.In the Domesday Book of 1086 it was recorded as Hortune.

WRAYSBURY

The village name was traditionally spelt Wyrardisbury; it is Anglo Saxon in origin and means 'Wïgrǣd's fort'. Its name is recorded in the Domesday Book of 1086 as Wirecesberie and as Wiredesbur in 1195. The name is seen again as Wyrardesbury in 1422.

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