Skip to main content

API 653

Standards & Compliance
mechanicalstructural

Definition

Tank Inspection, Repair, Alteration, and Reconstruction standard — covers the inspection, repair, alteration, and reconstruction of steel aboveground storage tanks built to API 650 or its predecessor API 12C. It establishes requirements for maintaining the integrity of tank shells, bottoms, roofs, and foundations through periodic inspection and fitness-for-service evaluation.

Guide

Context

Essential for tank farm integrity management. API 653 certified inspectors are qualified to evaluate tank condition and authorize continued operation, repair, or reconstruction. Tank bottom and shell integrity assessments are among the highest-consequence inspections in a facility.

Examples

  1. An API 653 internal inspection of a crude oil storage tank reveals bottom plate thinning, and an FFS assessment per API 579 determines the tank can continue operating for 5 years before re-evaluation.
  2. The API 653 external inspection schedule is set at 5-year intervals based on the corrosion rate history and environmental exposure.

Applicable Standards

  • API 653
  • API 650
  • API 579-1

Related Terms

API 510

Pressure Vessel Inspection Code — covers in-service inspection, repair, alteration, and rerating of pressure vessels. It establishes requirements for maintaining the integrity of pressure vessels after they have been placed in service, including inspection intervals based on corrosion rates and remaining life calculations.

API 579-1/ASME FFS-1(API 579)

Fitness-For-Service standard — provides quantitative engineering assessment procedures for evaluating flaws, damage, and degradation found in pressurized equipment. It covers assessment levels (Level 1 screening through Level 3 detailed analysis) for general metal loss, local thin areas, pitting, blisters, weld misalignment, crack-like flaws, creep damage, and fire damage.

Fitness-for-Service(FFS)

An engineering assessment methodology used to determine whether equipment with identified flaws, damage, or degradation can continue to operate safely and reliably for a defined future period. FFS evaluations quantify the remaining structural capacity of degraded equipment using the procedures in API 579-1/ASME FFS-1, considering the specific type and extent of damage relative to the design margins.

Corrosion Rate

The rate of material loss due to corrosion or erosion, typically expressed in millimeters per year (mm/yr) or mils per year (mpy). Short-term corrosion rate is calculated between the two most recent thickness measurements; long-term corrosion rate is calculated from the original (or earliest) thickness to the most recent measurement. The more conservative (higher) rate is typically used for remaining life calculations.

Remaining Life

The calculated time until the wall thickness at a CML or the minimum measured thickness on a component reaches the retirement thickness, based on the current measured thickness and the applicable corrosion rate. Remaining life is the inspection-data-driven equivalent of Remaining Useful Life (RUL), specifically calculated from thickness data for static equipment.

Where this appears in Reliatic

This concept is used in the Reports module.