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Remaining Wall Thickness & Retirement Life Calculator

Turns a measured wall thickness and a corrosion rate into a remaining life estimate, a retirement date, and a suggested next inspection date using the common half-life planning rule. Pairs with the Corrosion Rate Calculator.

mm
in
From the applicable code or design calculation (e.g. ASME B31.3 t-min, or a corrosion/structural allowance set by engineering).
mm/yr
mpy
Use a measured or trended rate where available — from the Corrosion Rate Calculator, inspection history, or a conservative design assumption.
Caps the suggested next inspection date even when the half-life rule alone would allow longer — set this to whatever your code or RBI program specifies.
REMAINING LIFE
years
Corrosion allowance left
Retirement date
Next inspection due
Quick reference

How this is calculated

  • Corrosion allowance remaining = current thickness − minimum required thickness
  • Remaining life = corrosion allowance remaining ÷ corrosion rate
  • Retirement date = today + remaining life
  • Next inspection (half-life rule) = the sooner of half the remaining life, or your maximum interval cap

About the half-life rule

  • A common, conservative planning convention: inspect again no later than halfway through the estimated remaining life
  • It's a general rule of thumb, not a substitute for a formal RBI (risk-based inspection) program or the specific requirements of API 510/570/653, ASME, or your company's inspection code
  • Corrosion doesn't always progress linearly — trend actual measurements over time rather than relying on a single rate indefinitely

Where the minimum thickness comes from

  • Pressure-retaining components: typically a code-calculated t-min (e.g. ASME B31.3 pressure design thickness)
  • Structural members: a minimum thickness from the original structural design, allowing for the intended safety margin
  • Always confirm against the actual design basis for the specific component — this tool doesn't calculate t-min itself

Good practice

  • Use the same measurement location(s) each inspection so the trend is meaningful
  • Treat a single corrosion rate as a working estimate — re-derive it after each new inspection reading
  • Localized corrosion (pitting) can retire a component long before general wall loss would — this tool assumes uniform thinning