5.2 Stripe Coating and Critical Areas
Key Takeaways
- Stripe coating is a brush-applied pre-coat on welds, edges, fasteners, and crevices applied before the full coat and is typically a hold point in the inspection plan.
- Edges and weld toes fail first because surface tension pulls the liquid coating back from sharp geometry during cure and because edges present less surface area per unit of applied volume, thinning the DFT.
- The inspector verifies the stripe coat is present, continuous, and at the specified DFT before releasing the hold point and allowing the full coat to proceed.
- Over-thickness at stripe-coated areas causes mud cracking, solvent entrapment, sagging, and reduced adhesion — over-thickness is not better.
- Under-sprayed coating (thin spots, holidays, bare substrate from missed passes or feathered edges) is common at edges and is the reason stripe coating is required first.
The Stripe Coat Procedure
Quick Answer: Stripe coating is the brush application of a coat to critical areas — welds, edges, corners, fasteners, and crevices — before the full coat is applied over the entire surface. The stripe coat goes on first, by brush (brushing forces coating into irregular geometry and wets the substrate better than spray), and it is typically a hold point in the inspection plan: the inspector verifies the stripe coat is present, continuous, and at specified thickness before the applicator proceeds with the full spray coat. The stripe coat compensates for the physical fact that liquid coatings thin at sharp geometry during cure, leaving edges and weld toes under-coated — and under-coated edges are where corrosion starts.
Why Edges Fail First
The thin DFT risk at edges is a physical phenomenon the CIP inspector must explain. When a liquid coating cures, it shrinks (film contraction). On a flat surface, shrinkage is uniform and the film maintains thickness. At a sharp edge — a 90° corner, a weld toe, a flame-cut edge — surface tension pulls the liquid coating away from the sharp geometry toward the flat faces during cure; the coating draws back, leaving a thinned or bare spot where the coating is most needed. Edges also present less surface area per unit of applied volume than flat faces, so the same wet film thickness produces less dry film at the edge. The combination — surface tension draw-back plus geometric thinning — means edges and weld toes routinely measure 50–70% of the flat-surface DFT if not stripe-coated. In service, edges fail first because they have less coating and because moisture, salts, and oxygen concentrate at geometric features — exactly the conditions that initiate corrosion.
The Stripe Coat Sequence
The stripe coat is applied in a defined sequence, and the inspector verifies each step:
- Surface preparation complete — the weld, edge, corner, or fastener is prepared to the specified SSPC-SP grade and verified.
- Stripe coat by brush — the applicator brushes the first coat onto welds, edges, fasteners, and crevices, forcing coating into the weld toe and around the edge profile and building a film that does not draw back during cure.
- Hold point / inspection — the inspector verifies the stripe coat is present, continuous, and at the specified DFT (or WFT). The product data sheet or specification dictates timing — typically the full coat follows within the same recoat window, or the stripe coat becomes tack-free before overcoating.
- Full coat over stripe coat and substrate — the full coat is applied over the entire surface, including stripe-coated areas. The stripe coat plus full coat at edges should produce a total DFT roughly equal to the full-coat DFT on the flat surface.
Over-Thickness and Under-Sprayed Coating
Stripe coating solves the under-thickness problem at critical areas, but the inspector must also watch for over-thickness. Applying the stripe coat too thick, or applying the full coat without accounting for the stripe coat already in place, can produce localized DFT that exceeds the maximum. Over-thickness is not "more is better." It causes mud cracking (the film is too thick to cure uniformly and cracks as solvent evaporates), solvent entrapment (trapped solvent causes blisters and pinholes), sagging (gravity pulls the thick wet film down), and reduced adhesion (thick films carry higher internal stress). The specification usually limits stripe coat DFT to the same range as the full coat or slightly above, and the inspector measures the stripe coat DFT separately from the total DFT. Edge DFT measurement is part of SSPC-PA 2 practice.
Under-sprayed coating is a related defect: areas that received insufficient coating because the spray pattern missed them, the gun was too far, the overlap was insufficient, or the applicator skipped a pass. Under-sprayed areas appear as thin spots, holidays, or bare substrate, detected by visual examination, WFT comb gauge measurement, and DFT measurement after cure. Under-spray at edges is common because spray guns feather at the pattern edge and a 90° corner presents a changing angle to the fan — exactly why stripe coating is required first.
Critical Areas Checklist
The specification and standard drawings define which areas are critical:
| Critical area | Why critical | Stripe coat method |
|---|---|---|
| Welds (toe, crown, undercut) | Surface tension draws back from toe; corrosion initiates at welds | Brush, full stripe before full coat |
| Edges (flame-cut, sheared, 90° corners) | Surface tension thins DFT; edges are stress concentrators | Brush, full stripe before full coat |
| Fasteners (bolts, nuts, rivets) | Crevices under heads; complex geometry; galvanic cells | Brush, force into crevices |
| Crevices and overlapping joints | Spray cannot reach; moisture traps form | Brush, work into gaps |
| Inside corners (re-entrant angles) | Coating pools but adjacent geometry is thin | Brush, verify DFT |
Inspector Role at the Stripe Coat Hold Point
Stripe coating is usually a hold point in the inspection plan. The inspector confirms the critical areas are identified per the specification, verifies the stripe coat is applied by brush before the full coat, measures the stripe coat DFT against the specification, documents the result on the daily inspection report, and releases the hold point only when the stripe coat meets the specification. Skipping the stripe coat, applying it by spray instead of brush, or applying the full coat before the stripe coat is inspected are non-conformances that must be reported on an NCR. The inspector's authority at a hold point is to stop work until the stripe coat is verified — one of the clearest examples of stop-work authority on a coatings project.
Why do edges and weld toes consistently measure lower DFT than flat surfaces when the same full coat is applied by spray without a stripe coat?
An applicator applies a stripe coat on all welds and edges, but the inspector finds the stripe coat DFT is 30% above the specified maximum at several edges. What failure mode is the over-thickness most likely to cause?
An applicator applies the full spray coat over a weld before the stripe coat has been inspected. What is the correct inspector response?
Which of the following is NOT typically a critical area requiring a stripe coat?