Pass the actual test with the help of NACE-CIP2-001 study guide
Updated: Jul 30, 2026
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| Certification Vendor: | AMPP (Association for Materials Protection and Performance) |
| Exam Name: | Coating Inspector Program Level 2 (CIP Level 2) Examination |
| Exam Number: | NACE-CIP2-001 |
| Related Certifications: | NACE CIP Level 1 NACE CIP Level 3 |
| Exam Format: | Written Exam, Practical Assessment, Hands-on Inspection Evaluation |
| Available Languages: | English |
| Certificate Validity Period: | 5 years (renewal required; subject to AMPP certification maintenance policy) |
| Recommended Training: | AMPP Coating Inspector Program (CIP) Training |
| Exam Registration: | AMPP Certification Portal |
| Sample Questions: | NACE NACE-CIP2-001 Sample Questions |
| Exam Way: | Classroom training with instructor-led sessions followed by written and practical examinations administered through AMPP-authorized training centers |
| Pre Condition: | Completion of NACE CIP Level 1 and required industry field experience is typically required before enrolling in Level 2 (subject to AMPP program requirements). |
| Official Syllabus URL: | https://www.ampp.org |
| Section | Objectives |
|---|---|
| Safety and Quality Control | - Industrial safety requirements - Quality assurance and compliance procedures |
| Surface Preparation | - Surface profile measurement and acceptance criteria - Abrasive blasting and surface cleanliness standards |
| Coating Inspection Fundamentals | - Inspection documentation and reporting - Role of coating inspector and industry standards |
| Corrosion and Protective Coatings | - Corrosion mechanisms and prevention principles - Coating systems and performance factors |
| Inspection Equipment and Testing | - Calibration and use of inspection instruments - Holiday testing and adhesion testing methods |
| Coating Application | - Wet film and dry film thickness control - Application methods and environmental conditions |
1. You are the NACE Level 2 Inspector on a project where overcoating of galvanized steel is being performed. The specification references SSPC SP 16 as the surface preparation method. At the pre-job meeting operations personnel make it clear that abrasive blasting will not permitted. The Owner's representative asks you what other methods might be used.
Of the options shown below, what would be the preferred option in this situation?
A) SP 1 followed by caustic etching
B) SP 1 followed by SP 3
C) SP 1 followed by SP 2
D) SP 1 followed by acid etching
2. In which type of concrete are laitance commonly encountered?
A) Concrete block (poured with a form)
B) Gunite
C) Poured (wet cast)
D) Glass fiber cement
3. A single component water borne acrylic coating cures by:
A) Solvent Evaporation
B) Oxidation
C) Coalescence
D) Co-Reaction
4. You are NACE Level 2 Inspector working on a tank lining job where a mobile centrifugal blast unit is being used to blast the tank floor to a NACE No.1/SSPC SP 5. The Contractor has completed his final blast and has called for a hold point inspection. This is the 1 st time you have seen field based centrifugal blast cleaning. You observe what appears to be staining on the substrate however the Contractor assures you this is normal when using centrifugal blast units and what you are seeing is what is defined in the standard as an acceptable variation in appearance.
Your FIRST preferred course of action is to:
A) Request that the Contractor re-blast the floor
B) Shut the job down
C) Review the standard with the Contractor and re-inspect the floor
D) Call your supervisor
5. The Concrete Repair Institute's comparators can be used to assess:
A) Contamination levels prior to coating
B) Compressive and tensile strength prior to coating
C) Surface cleanliness prior to coating
D) Surface profile prior to coating
Solutions:
| Question # 1 Answer: C | Question # 2 Answer: C | Question # 3 Answer: C | Question # 4 Answer: C | Question # 5 Answer: D |
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