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100+ Free AMPP CCI-2 Practice Questions

Pass your AMPP Concrete Coating Inspector Level 2 exam on the first try — instant access, no signup required.

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Scarifying (mechanical milling with cutters) typically produces a CSP of:

A
B
C
D
to track
2026 Statistics

Key Facts: AMPP CCI-2 Exam

70%

Typical Passing Score

AMPP CIP-family policy

3

Required Exams (Practical + Plan + CBT)

AMPP CCI Level 2 page

CCI-1

Prerequisite Certification

AMPP CCI Level 2 page

3,000 hrs

Path A Experience (with Coatings Inspector credential)

AMPP CCI Level 2 page

7,500 hrs

Path B Experience (concrete coating work)

AMPP CCI Level 2 page

3 years

Certification Validity

AMPP renewal policy

AMPP CCI Level 2 is the advanced concrete coating inspector credential requiring CCI Level 1, defined coating experience (2 yrs/3,000 hrs as a Coatings Inspector OR 5 yrs/7,500 hrs concrete coating work), the Ethics course, and two references. Three exams are required: classroom practical, classroom inspection-plan, and Pearson VUE CBT written. Passing is typically 70%. Content weights inspection-plan development, advanced repair, and severe-service coating systems. Fees are bundled with the course; certification is valid 3 years.

Sample AMPP CCI-2 Practice Questions

Try these sample questions to test your AMPP CCI-2 exam readiness. Each question includes a detailed explanation. Start the interactive quiz above for the full 100+ question experience with AI tutoring.

1In an Inspection Test Plan (ITP), a hold point is best defined as:
A.A point where work cannot proceed until the inspector has performed an inspection and signed off
B.A point where the inspector may attend but the contractor can proceed regardless
C.A scheduled coffee break in the inspection day
D.A milestone for billing purposes only
Explanation: A hold point is a mandatory inspection point in an ITP where work must stop until the inspector (or designated authority) has performed the required inspection and authorized continuation. The contractor cannot proceed without sign-off. Hold points are typically reserved for irreversible operations such as covering or encapsulating prior work.
2A witness point in an ITP differs from a hold point because:
A.The contractor may proceed if the inspector chooses not to attend after proper notification
B.Witness points are always more critical than hold points
C.Witness points require written approval from the EPA
D.Witness points apply only to elevated decks
Explanation: At a witness point the inspector is given notice and the opportunity to inspect. If, after proper notification, the inspector chooses not to attend (or fails to attend), the contractor may proceed. Hold points, by contrast, stop work until sign-off occurs. CCI Level 2 inspectors must classify each ITP step as hold, witness, or surveillance.
3Which standard is the primary reference for concrete surface preparation by joint AMPP/SSPC/NACE consensus?
A.SSPC-SP 13 / NACE No. 6
B.SSPC-SP 10 / NACE No. 2
C.ASTM D4541
D.ACI 318
Explanation: SSPC-SP 13 (also designated NACE No. 6), 'Surface Preparation of Concrete,' is the joint standard governing surface preparation of concrete substrates prior to coating. SP 10 / NACE No. 2 is for near-white blast on steel. D4541 is pull-off on metallic substrates. ACI 318 is a structural concrete code, not a surface preparation document.
4ICRI Guideline 310.2R provides:
A.Concrete Surface Profile (CSP) chips numbered 1 through 9 to communicate required surface roughness
B.Concrete compressive strength testing protocols
C.A standard for cathodic protection of rebar
D.A specification for novolac epoxy formulation
Explanation: ICRI Guideline 310.2R (Selecting and Specifying Concrete Surface Preparation for Sealers, Coatings, Polymer Overlays, and Concrete Repair) defines Concrete Surface Profile (CSP) chips numbered 1 (nearly smooth) through 9 (very rough). CCI Level 2 inspectors use the chips to communicate and verify the required surface profile from the specification.
5ACI 364.1R is the primary reference for:
A.Evaluation of existing concrete prior to repair or coating
B.Mix design for new concrete
C.Reinforcing steel detailing
D.Anchor bolt installation
Explanation: ACI 364.1R, 'Guide for Evaluation of Concrete Structures before Rehabilitation,' is the key reference used by CCI Level 2 inspectors when assessing existing concrete prior to repair and coating work. It addresses visual review, NDE, sampling, and report content. Mix design is ACI 211; reinforcement detailing is ACI 318; anchors are ACI 318 Chapter 17.
6ASTM D7234 is used to:
A.Measure pull-off adhesion strength of coatings on concrete substrates
B.Measure salt spray resistance
C.Measure moisture vapor emission rate
D.Measure abrasion resistance
Explanation: ASTM D7234, 'Standard Test Method for Pull-Off Adhesion Strength of Coatings on Concrete Using Portable Pull-Off Adhesion Testers,' is the concrete-specific adhesion test. D7234 typically produces cohesive failure in the concrete substrate, providing information about substrate strength as well as coating adhesion.
7ASTM F1869 measures moisture vapor emission rate (MVER) from concrete using:
A.Anhydrous calcium chloride placed under a sealed dome for 60-72 hours
B.An in-situ relative humidity probe
C.A capacitance moisture meter
D.An infrared thermal imager
Explanation: ASTM F1869 uses anhydrous calcium chloride placed under a sealed plastic dome on the concrete surface for 60-72 hours; the mass gain converts to MVER in pounds per 1,000 sq ft per 24 hours. It measures only surface moisture release, which is why F2170 (in-situ RH) is increasingly preferred.
8ASTM F2170 measures concrete moisture using:
A.In-situ relative humidity probes inserted into drilled holes in the slab
B.Calcium chloride domes
C.Plastic sheet taped to the surface
D.Phenolphthalein indicator
Explanation: ASTM F2170, 'Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs Using in situ Probes,' drills holes to a specified depth (typically 40% of slab thickness for slabs drying from one side) and inserts RH probes. F2170 is widely considered more representative of moisture available to a coating than surface-only F1869.
9ASTM D4263 (plastic sheet test) is best characterized as:
A.A qualitative pass/fail screening test for surface moisture in concrete
B.A quantitative MVER test
C.A pull-off adhesion test
D.A surface profile test
Explanation: ASTM D4263 tapes a small plastic sheet to the concrete surface for at least 16 hours; condensation under the sheet indicates moisture is present. The test is qualitative (pass/fail) only and is not a substitute for the quantitative F1869 or F2170 methods used to specify acceptance criteria.
10ASTM D4258 covers:
A.Surface cleaning of concrete by abrasion (sweeping, vacuuming, water cleaning) prior to coating
B.Pull-off adhesion on concrete
C.Compressive strength testing
D.Vapor barrier installation
Explanation: ASTM D4258, 'Standard Practice for Surface Cleaning Concrete for Coating,' covers mechanical and water-based cleaning of concrete (sweeping, vacuuming, detergent wash, low-pressure water) prior to coating. It is paired with D4259 for abrasive blast cleaning.

About the AMPP CCI-2 Exam

The AMPP Concrete Coating Inspector (CCI) Level 2 is the advanced credential for inspectors of industrial concrete-coating projects. It builds on CCI Level 1 with deep coverage of inspection-plan development (ITP, hold/witness points, NDE coordination), advanced repair (saw cut and patch, bug-hole filling, crack injection, ACI 364.1R evaluation of existing concrete), severe-service coating systems (immersion, chemical containment, EPA secondary containment, novolac epoxy, vinyl ester, urethane mortar, MMA), elevated-deck vs slab-on-grade considerations, pre-installation meetings, mock-up acceptance, daily inspection reports, and nonconformance management. References include ICRI Guideline 310.2R, SSPC-SP 13 / NACE No. 6, ACI 364.1R, ASTM D4258, D4259, D4263, D7234, F1869, and F2170. Certification requires CCI Level 1 plus a defined experience pathway, the Ethics for the Corrosion Professional course, two references, and three exams: a classroom practical, a classroom inspection-plan exam, and a Pearson VUE CBT written/theory exam.

Assessment

Practical + Inspection Plan + CBT written

Time Limit

Practical + Plan + CBT (timing varies)

Passing Score

70%

Exam Fee

Bundled with course (AMPP (Pearson VUE))

AMPP CCI-2 Exam Content Outline

22%

Inspection Plan Development

Project scope definition, Inspection Test Plan (ITP) construction, hold points vs witness points vs surveillance points, NDE coordination, document control, and acceptance criteria flow-down from the specification

16%

Advanced Repair Procedures

Saw cut and patch geometry, bug-hole filling materials (cementitious vs epoxy), low-pressure crack injection (epoxy vs polyurethane), ACI 364.1R evaluation of existing concrete, and acceptance witnessing

12%

Specification Interpretation

Reading complex coating specifications, MDFT/maximum DFT clauses, performance vs prescriptive specs, change-order management, RFI process, and inspector authority limits

12%

Severe Service Coating Systems

Immersion (potable water, wastewater, process tanks), EPA RCRA secondary containment, novolac epoxy, vinyl ester flake-filled linings, urethane mortar, MMA (methyl methacrylate), and glass-flake systems

10%

Surface Preparation

SSPC-SP 13 / NACE No. 6 surface preparation of concrete, ICRI Guideline 310.2R CSP 1-9 profile chips, ASTM D4258 abrasion, D4259 abrasive blast, and D4263 plastic-sheet moisture test

8%

Moisture and Vapor Issues

ASTM F1869 calcium chloride moisture vapor emission rate, ASTM F2170 in-situ relative humidity probes, vapor barrier under slab-on-grade, and elevated-deck moisture sourcing

10%

Pre-Installation and Mock-Ups

Pre-installation meeting agenda, owner/contractor/inspector roles, mock-up size and approval criteria, daily inspection report (DIR) content, and nonconformance report (NCR) workflow

10%

Adhesion and QA/QC Verification

ASTM D7234 pull-off adhesion test on concrete (failure typically substrate cohesive), dolly preparation and bonding, scored vs unscored testing, and QA/QC documentation traceability

How to Pass the AMPP CCI-2 Exam

What You Need to Know

  • Passing score: 70%
  • Assessment: Practical + Inspection Plan + CBT written
  • Time limit: Practical + Plan + CBT (timing varies)
  • Exam fee: Bundled with course

Keys to Passing

  • Complete 500+ practice questions
  • Score 80%+ consistently before scheduling
  • Focus on highest-weighted sections
  • Use our AI tutor for tough concepts

AMPP CCI-2 Study Tips from Top Performers

1Build at least three full mock Inspection Test Plans (ITPs) from sample specifications. Practice classifying each operation as hold point, witness point, or surveillance point; weak ITP classification is the most common practical-exam failure mode
2Memorize the AMPP CCI Level 2 reference standards and their exact scope: ICRI 310.2R (CSP profile), SSPC-SP 13 / NACE No. 6 (surface preparation), ACI 364.1R (evaluation of existing concrete), ASTM D4258 (abrasion), D4259 (abrasive blast), D4263 (plastic-sheet moisture), D7234 (pull-off on concrete), F1869 (calcium chloride MVER), and F2170 (in-situ RH probes)
3Study severe-service coating systems by service environment: immersion (novolac epoxy, vinyl ester, glass-flake), chemical secondary containment (urethane mortar, MMA, novolac epoxy), elevated decks (flexible urethane membrane systems), and slab-on-grade (epoxy with vapor barrier). Match resin chemistry to the chemical exposure
4Learn ASTM D7234 pull-off adhesion on concrete in detail. Unlike D4541 on steel, D7234 most often produces cohesive failure in the concrete substrate (not the coating). Inspector must report failure depth and substrate condition, not just pressure
5Practice complex repair procedures and acceptance criteria: saw cut and patch (vertical edges, dust removal, bond coat), bug-hole filling (parge or fill coat material compatibility), and crack injection (epoxy for structural, polyurethane for water-leak only). Tie each procedure back to ACI 364.1R evaluation findings

Frequently Asked Questions

What is the AMPP CCI Level 2 certification?

The AMPP Concrete Coating Inspector (CCI) Level 2 is the advanced credential for inspectors who oversee surface preparation and installation of protective coatings on industrial concrete structures (tanks, secondary containment, floors, elevated decks). It builds on CCI Level 1 with detailed coverage of inspection-plan development, advanced repair, severe-service systems (immersion, chemical containment, urethane mortar, MMA, novolac epoxy), and standards including ACI 364.1R, SSPC-SP 13 / NACE No. 6, ICRI 310.2R, and ASTM D7234. Three exams are required: a classroom practical, a classroom inspection-plan exam, and a Pearson VUE CBT written/theory exam.

What are the prerequisites for AMPP CCI Level 2?

Candidates must hold an active AMPP CCI Level 1 certification. Additionally, they must satisfy one of two experience pathways: (a) an active Basic, Certified, or Senior Certified Coatings Inspector credential plus 2 years (3,000 hours) of coating inspection experience, OR (b) 5 years (7,500 hours) of concrete coating work experience. Candidates must also complete the Ethics for the Corrosion Professional course (or AMPP-approved equivalent) and submit two qualification references with their application.

How is the CCI Level 2 exam administered?

AMPP CCI Level 2 certification requires three separate exams. The classroom practical exam tests hands-on inspection competency. The classroom inspection-plan exam evaluates the candidate's ability to construct an Inspection Test Plan (ITP) for a realistic project. The written/theory exam is delivered as a Pearson VUE computer-based test (CBT) at a Pearson VUE test center. All three must be passed to earn certification. AMPP does not publicly disclose exact question counts for each exam.

What topics does CCI Level 2 cover that CCI Level 1 does not?

CCI Level 2 substantially deepens the content. New emphasis areas include inspection-plan development (project scope, ITP construction, hold vs witness points, NDE coordination), advanced repair (saw cut and patch, bug-hole filling, low-pressure crack injection, ACI 364.1R evaluation), severe-service coatings (urethane mortar, MMA, novolac epoxy, vinyl ester, glass-flake for immersion and EPA secondary containment), pre-installation meetings and mock-ups, elevated-deck vs slab-on-grade coating challenges, complex moisture/vapor barrier issues, and nonconformance reporting workflow. Level 1 covers foundational inspection of standard concrete-coating projects.

What is the difference between a hold point and a witness point in an ITP?

A hold point is a point in the project where work cannot proceed until the inspector (or designated authority) has performed an inspection and signed off. The contractor must stop and notify the inspector. A witness point is one where the inspector is given the opportunity to inspect; if the inspector chooses not to attend after proper notification, the contractor may proceed. Hold points are typically reserved for critical, irreversible operations (e.g., closing concrete encapsulation, applying primer over a containment system), while witness points cover routine but important checks. CCI Level 2 inspectors must construct ITPs that classify each operation correctly.

How long is the AMPP CCI Level 2 certification valid and how do you renew it?

AMPP CCI Level 2 certification is valid for 3 years from issuance. Renewal requires documenting Professional Development Hours (PDHs) in the My Certification Portal, paying the renewal fee, and maintaining the prerequisite credentials. Lapsed certifications may require re-examination. Active CCI Level 2 status is required to maintain professional eligibility for many DOT, EPA secondary containment, and large-tank concrete-coating inspection assignments.