Practice Test Geeks(PIC) Paving Inspector Certification Practice Test
← All PIC Flashcard Decks

PIC Pavement Distress & Failure Analysis Flashcards

6 cards from real PIC practice questions. Tap to flip, then mark Knew It or Still Learning — missed cards come back until you master them.

Read the first 6 PIC Pavement Distress & Failure Analysis flashcards as text

  1. During paving inspection, you observe the finished mat has a 'tearing' appearance in the surface texture. This is most likely caused by:

    Answer: Mix that is too stiff or cool being dragged by the screed

    Tearing of the mat surface occurs when a stiff or cool mix is pulled apart under the screed rather than being placed smoothly, indicating a mix temperature or gradation problem.

  2. Upheaval (or swelling) in a pavement section is most often caused by:

    Answer: Frost heave or expansive soils beneath the pavement structure

    Upheaval is a localized upward displacement of the pavement surface caused by frost heave in the sub-base or expansion of underlying soils due to moisture.

  3. When a paving inspector identifies bleeding on a newly placed hot-mix surface, the recommended corrective action is:

    Answer: Cover the area with coarse aggregate and roll it in to absorb excess binder

    When bleeding occurs, covering the area with coarse aggregate and rolling it in helps absorb the excess binder and restore skid resistance to the surface.

  4. Which of the following best distinguishes fatigue cracking from block cracking?

    Answer: Fatigue cracking is confined to wheel paths; block cracking covers larger areas not limited to wheel paths

    Fatigue (alligator) cracking is load-related and limited to wheel paths, while block cracking covers wider non-load-related areas and results from binder hardening and thermal cycling.

  5. Longitudinal cracking outside the wheel paths is most commonly associated with:

    Answer: Poor longitudinal joint construction between paving lanes

    Longitudinal cracks outside the wheel paths typically occur at the interface between adjacent paving lanes when the joint is not properly constructed or compacted.

  6. The International Roughness Index (IRI) is used to measure:

    Answer: The longitudinal profile smoothness or ride quality of a pavement surface

    IRI quantifies pavement roughness by measuring the longitudinal surface profile and is a key indicator of ride quality and pavement serviceability.

How this page was made: written with AI tools and published by Nathan Beja, founder of Practice Test Geeks, who is responsible for its content. Exam facts are checked against the official sources listed below. Not reviewed by a subject-matter expert. Editorial policy

Sources & references

Exam facts on this page (fees, format, dates, passing scores) are checked against these official sources; the date is our last check. Editorial policy

  1. asphaltinstitute.org — Test delivery, eligibility, fees, exam format, passing score, retake policy, score release, exam information · verified Oct 2026