On the afternoon of 7 December 2017, a UK-registered charter yacht named Tyger of London was sailing from La Gomera to Tenerife with guests aboard. The keel failed without warning. The yacht capsized within moments. The crew survived because they were wearing life jackets and a nearby vessel reached them quickly. The MAIB investigation found that the keel had not been manufactured in accordance with its design specification, and that its condition could not be monitored through conventional inspection due to its construction.1
That is what makes keel attachment different from almost every other finding in a pre-purchase report. A failed seacock gives you time. A seized impeller gives you time. A keel that separates underway on a light fin-keeler does not. On a light fin-keeled yacht, the loss of righting moment is near-instantaneous. And as the Tyger of London case shows, the failure can be invisible even to a diligent inspector.
Which means the documentation matters in a specific way. If a claim arises after keel failure, the surveyor's report will be read by a claims handler, a marine lawyer, and possibly an expert witness. It must contain an evidence chain, not just a conclusion. A surveyor who cannot point to contemporaneous measurement observations and photographs is professionally exposed in a way that few other survey findings create.
Why Keel Attachment Fails
The dominant failure modes differ by construction type. This is why "keel attachment checked, no defects noted" is professionally insufficient. It does not tell the reader anything about what the surveyor actually inspected or understood.
Externally bolted fin keels (GRP hull). The standard configuration on production sailing yachts from the 1970s onwards. The keel (cast iron or lead) is secured by a pattern of keel bolts passing through the hull into the keel casting. Bolt counts vary considerably by design, from as few as four on some lightweight performance boats to twenty or more on heavier cruisers. The geometry and bending moment at the root determines the pattern, not a simple size or weight formula.
Most European production yachts from the 1970s onwards used stainless steel studs or bolts (typically grade 304 or 316), with silicon bronze or Monel on higher-specification builds. Mild steel keel bolts are characteristic of older traditional construction: long-keel wooden craft and some early GRP. They are not typical of later production boats.
The critical failure mechanism for stainless keel bolts is crevice corrosion in the anaerobic, wet environment of the keel sump. Stainless steel requires oxygen to maintain its passive protective layer. Denied that oxygen in a damp, enclosed sump, it corrodes. Often invisibly, at the point where the bolt passes through the hull laminate and cannot be inspected without extraction. A bolt that looks perfectly sound at the nut in the bilge can be severely wasted at the sheathed section. This is what makes keel bolt condition one of the most difficult assessments in pre-purchase surveying.
Progressive loosening following a grounding is a separate failure pathway. Shear loads the joint was not designed to carry. A boat with a grounding history needs a more cautious keel assessment regardless of bolt condition.
Encapsulated keels. More commonly found on older GRP production builds — some Westerly, Sadler, and comparable volume-production cruisers from the 1970s and 1980s. Externally bolted fin keels dominate current production, but encapsulated arrangements persist across a number of European volume-production models, so the construction type must be confirmed from the designer's specification rather than assumed from age alone. Encapsulated ballast eliminates the through-bolt interface but introduces other failure modes: osmotic degradation of the GRP encapsulation, impact damage allowing water ingress, and the subsequent expansion of iron ballast as it oxidises against the surrounding laminate. That last mechanism is secondary, not independent. It follows ingress rather than occurring on its own. But its consequences for laminate integrity are severe. Visual inspection alone cannot detect early-stage encapsulation failure. Where elevated moisture readings are found on an encapsulated-keel vessel, a full osmotic or condition survey referral is standard practice.
Bilge keels and twin keels. Very common on UK coastal yachts: Hunter, Westerly, Macwester, Snapdragon, and many designs adapted for drying harbours. Twin keels multiply the joint count and expose more through-hull fasteners to the same failure modes. Cradle damage from uneven support under twin-keel loading is a specific concern. Asymmetric cracking at one keel root that does not appear at the other warrants careful attention.
Lifting and swing keels. Southerly lifting keel yachts, Hunter swing-keel designs, and comparable variable-draught systems have failure modes centred on the pivot or lifting mechanism rather than the fastener pattern. The pivot pin, ram attachment points, and pivot bearing condition all need inspection. Ram seal integrity on hydraulic systems and evidence of internal water contamination in the lifting mechanism are specific points of note.
Long-keel wooden and GRP craft. The keel-to-hull joint on long-keel vessels is assessed differently. The structural elements requiring examination are the garboard planking, floor fastenings, and keelson. Caulking and fairing condition serve as indicators of joint integrity rather than bolt-through patterns.
What the Inspection Must Cover
The inspection methodology described below assumes the vessel has been hauled and is accessible in the hard. An afloat pre-purchase cannot achieve the external join inspection, keel body percussion assessment, or moisture metering described here. If the vessel cannot be hauled prior to survey, the report must state clearly which elements of the keel assessment were not possible and why.
For externally bolted keels, the minimum inspection requires:
- Examination of the keel/hull join by quadrant for cracking, weeping, or disturbance to the fairing. The characteristic "smile" or "grin" (a curved crack following the join line, often visible through the antifouling) is the single most significant visual indicator of keel movement.
- Percussion testing of the keel body itself with a hide or phenolic hammer, as well as the surrounding hull laminate. A dull thud where the keel meets the hull compared to a consistent tone elsewhere is a specific finding, not a general observation.
- Counting and identifying the bolt pattern where accessible inside the bilge. Note material at the nut/washer interface, evidence of corrosion at the exposed section, and rust staining in bilge water in way of the bolts.
- Bilge water chemistry. Rust-stained or discoloured water pooled in the keel sump is a primary diagnostic indicator of bolt corrosion, even before any structural movement is apparent.
- Inspection of backing plates and load-spreading washers for corrosion, distortion, or loss of bearing area.
- Join bed sealant condition. Many production yachts use a polyurethane bedding compound (such as Sikaflex) in the keel-to-hull join bed rather than a rigid filler. Evidence of sealant extrusion, cracking, or absence at the join — particularly on French volume-production designs — is a material finding in its own right and should be recorded by position.
- Re-torque history. Some volume-production manufacturers have issued keel bolt re-torque service bulletins. The surveyor should check the vessel's documentation and, where relevant, enquire with the manufacturer or builder for any applicable advisories. Where a manufacturer-specified re-torque interval exists and no re-torque record can be produced, that is a material finding.
- Calibrated moisture metering in the keel sump and bilge in way of the keel. Readings should be compared against a known dry reference area on the same hull, using the same instrument at similar temperature. Moisture meters read on instrument-specific relative scales. A bare percentage figure is not comparable between instruments. A reading materially elevated against the reference baseline is the finding. The number alone is not.
Where grounding is suspected and structural indicators are ambiguous, the practical referral options are selective bolt extraction — removing one or more accessible bolts for inspection and, if warranted, metallurgical analysis — or ultrasonic testing (UT) by a specialist NDT contractor. Phased array and time-of-flight diffraction UT methods can assess internal bolt condition without extraction and are available from specialist marine NDT contractors across the UK. Conventional X-ray is not practical for this geometry in UK field survey conditions. Extraction remains the most direct and universally available referral; UT is worth considering where significant corrosion is suspected but extraction is not immediately practicable.
For encapsulated keels, grid moisture metering of the underside of the hull in way of the keel is the primary tool. Readings at each node of a systematic grid, recorded as a pattern, not a spot check.
Lead and cast iron fin keels present differently in inspection. Cast iron corrodes actively: rust expansion, scaling, and pitting are progressive and normal with age, but GRP sheathing or fairing compound applied over a corroded surface warrants detailed comment — a glassed-over iron keel may conceal significant corrosion beneath an apparently intact surface, and percussion testing of the keel body will often produce an inconsistent tone where this has occurred. Lead keels corrode much more slowly, primarily by surface oxidation and galvanic action in way of dissimilar metals; structural degradation from corrosion alone is less common, but impact damage and previous repair quality are specific concerns. The surveyor should note keel material in the report and apply the appropriate assessment criteria, rather than treating all fin keels as equivalent.
What the Report Must Record
The inspection may be competent. The documentation frequently is not.
The report must establish, at minimum:
- Construction type. Bolted, encapsulated, bilge keel, lifting, or other.
- Bolt count and material. For example: "twelve keel bolts identified; accessible nuts inspected in bilge; material consistent with stainless steel; no rust staining of bilge water in way of bolts; bolt section below hull skin not inspectable without extraction."
- Join condition by quadrant. Specific observations, not summaries. "Hairline crack noted at forward starboard quadrant of join; no weeping; fairing intact; percussion of keel body consistent across all areas."
- Moisture readings as comparative values referenced to a dry baseline area on the same hull, not as standalone figures.
- Grounding evidence. Addressed positively or negatively.
- Photograph references. Every material observation cross-referenced by photograph number.
"Keel attachment appears satisfactory" is a conclusion without an evidence chain. A loss adjuster reviewing a claim following a keel detachment will look for the documented inspection methodology, not the conclusion it produced.
Defect Classification
Classification of keel findings follows the A/B/C scheme widely adopted across UK marine surveyors and supported by IIMS guidance. More detail on the scheme is in the IIMS Category A, B and C defects guide.
The classification reference above is illustrative. The surveyor's professional judgement applies to the specific vessel, its intended use, and the totality of findings. Classification does legitimately incorporate context: a Cat B finding on a vessel being purchased for offshore use carries a different practical weight than the same finding on a coastal day-sailer. What it does not incorporate is the client's appetite to proceed.
The Professional Liability Question
The professional liability question in keel surveying is rarely about whether the surveyor missed a defect. Keel bolt condition below the hull skin is frequently inaccessible without extraction, and some failure develops between surveys. What the report must establish is what was inspected, how, and with what result.
A pre-purchase survey report that records percussion test findings by quadrant, photographs the bolt pattern in the bilge, notes moisture readings against a documented reference baseline, states the re-torque history where known, and explicitly identifies what was not accessible has created a documented professional opinion. A report that records "keel attachment appears satisfactory" has not. These are not equivalent documents when a claim is reviewed.
Scope exclusions must be stated. If keel bolts are inaccessible due to fixed accommodation flooring (common on flush-floored cruisers), the report must record that fact. "Keel bolt pattern not directly inspectable due to fixed cabin sole; external join inspected by quadrant and photographed; moisture metering of keel sump performed as proxy indicator." That is a defensible position. Silence is not.
The same documentation logic that applies to rigging inspection and condition survey reports read by underwriters applies here with greater force. The keel is among the structural elements most likely to produce catastrophic outcomes and attract post-incident litigation. The methodology must be visible in the report, not inferred from the conclusion.
Marine Inspect's survey workflow includes dedicated checklist items for keel attachment condition, moisture readings with baseline notation across the hull zones, sacrificial anode assessment, and an explicit keel bolt scope limitation prompt — the item that forces the surveyor to record, in the report itself, whether bolts were accessible or not. Each item carries a notes field where the surveyor records the specific observations that matter here: join condition by quadrant, percussion findings, bolt count and material, grounding evidence, moisture readings against the dry baseline reference. Photos attach to the item at the point of inspection. The evidence chain is complete when the survey is.
Footnotes
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Marine Accident Investigation Branch, Keel failure and capsize of charter yacht Tyger of London, MAIB Report No. 13/2019. The investigation found that the keel had not been manufactured in accordance with the design specification, and that its condition could not be monitored through conventional inspection due to its construction. ↩