Dye Penetrant Testing (DPT)

Specialized NDT Service  ·  ASTM E165 Certified

NDT Specialists
DPT Inspection — Site Gallery
Weld Inspection

DPT — Weld No. 1 (Developer Applied)

Red dye penetrant and white developer applied to a structural steel beam-to-column weld — indications visible at the weld toe after the prescribed dwell time.

Bolted Connection

DPT — Weld No. 2 (Beam Connection)

Dye penetrant test on a steel column-to-beam bolted connection (Weld 2) — red dye bleeding through white developer reveals surface discontinuities.

Weld Root Indication

DPT — 3RD-VBR-11 Weld No. 5

DPT on structural beam-to-column weld (3RD-VBR-11, Weld 5) with developer applied — linear red indication visible at the weld root zone per ASTM E165.

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Gusset Plate

DPT — T-Section / Gusset Plate

Dye penetrant test on a T-section gusset plate weld — red penetrant bleed-out visible on white developer background, highlighting potential crack/porosity.

Rebar Coupler Welds

DPT — Rebar Coupler Welds (With Dye)

Multiple rebar-to-base-plate welds tested simultaneously — red dye applied and developer showing indications at coupler-to-plate fillet welds.

Pre-Test Preparation

DPT — Rebar Coupler Welds (Pre-Test)

Rebar coupler-to-base-plate weld assembly prepared for DPT — surface cleaned and ready for penetrant application per ASTM E165 procedure.

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Column Web Weld

DPT — Column Web Weld B (Fillet)

Visible red dye bleeding on white developer at column web fillet weld (Weld B) — indication mapped and circled in yellow chalk for reporting.

Full Section DPT

DPT — Column Section Weld A (Full View)

Full DPT result view on column section connection (Weld A) — developer applied, multiple yellow-chalk-marked defect zones visible for documentation.

Flange Connection

DPT — Beam Flange Connection Weld

DPT on a bolted beam flange connection — developer-revealed red indications at fillet weld toe, defect zones circled in yellow for formal reporting.

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Specialized NDT Service
Dye Penetrant Testing (DPT)

A trusted, cost-effective non-destructive testing method to detect surface-breaking discontinuities in critical components — from welds and castings to aerospace structures and pressure vessels. Our certified inspectors deliver reliable results in the field and in-shop, with full documentation and compliance to international standards.

ASTM E165Primary Standard
5–60 minDwell Time
Level II/IIICertified Personnel
All MetalsMaterial Range
Scope of Service
Scope ItemDetailsApplicability
ObjectiveDetect and characterize surface-breaking cracks, laps, seams, cold shuts, and porosity in non-porous materialsAll DPT work
Material TypesCarbon steel, stainless steel, alloy steel, aluminium, titanium, copper alloys, ceramics, glass, and non-porous compositesAll metals & ceramics
Component TypesWelds, castings, forgings, machined parts, turbine blades, pipelines, pressure vessels, structural members, fastenersPer job scope
Dye Type OfferedType I – Fluorescent (UV) for highest sensitivity; Type II – Visible red dye for field and general inspectionsClient selected
Removal MethodMethod A (water-washable) for production volumes; Method D (solvent-removable) for spot checks and precision surfacesSurface dependent
Developer TypeDry powder (Da), non-aqueous wet (Dc) for fluorescent; aqueous wet (Db) for high-volume linesPer procedure
Temperature RangeStandard: 10°C – 52°C. High-temp and low-temp formulations available on requestSpecial conditions
Governing StandardsASTM E165, ASME Sec. V Art. 6, EN ISO 3452-1, MIL-STD-6866, SNT-TC-1A / NAS 410 personnelAll work orders
ExclusionsPorous materials (wood, concrete, uncoated ceramics), subsurface defects, painted or coated surfaces without prior strippingNot covered
DeliverablesInspection report, defect maps/sketches, photographic records, accept/reject disposition per applicable codeEvery inspection
Inspection Procedure — Step by Step
Step 01
Surface Preparation

Degrease and clean with solvent or alkaline cleaner. Remove scale, paint, rust, and coatings. Surface must be dry before penetrant application.

Step 02
Penetrant Application

Apply dye by spray, brush, or immersion. Ensure full coverage of the test area. Do not allow penetrant to dry during dwell.

Step 03
Dwell Time

Allow 5–60 minutes for penetrant to seep into discontinuities. Dwell time depends on material, temperature, and defect type.

Step 04
Excess Removal

Remove surface penetrant by water rinse (Method A) or solvent wipe (Method D). Avoid over-washing — excess removal can mask fine cracks.

Step 05
Developer Application

Apply dry or wet developer to draw trapped dye to the surface, forming visible indications against the white developer background.

Step 06
Inspection & Reporting

Inspect under UV (fluorescent) or white light (visible). Record, interpret, and classify all indications. Issue formal report with accept/reject.

Post-Inspection
ActivityDescription
Post-cleaningAll penetrant and developer residues removed by solvent or water wash to prevent corrosion or contamination of the component
Indication EvaluationAll indications evaluated against the applicable acceptance criteria (ASME, AWS, API, or client specification)
DocumentationSigned inspection report with component ID, procedure reference, personnel certification level, findings, and disposition
Re-inspectionAvailable after repair or rework; prior records retained for traceability and audit purposes