Illinois Asphalt Paving Technician Certification Examination Practice Questions And Correct Answers (Verified Answers) Plus Rationales 2026 Q&A | Instant Download Pdf
- What is the primary purpose of a tack coat in asphalt paving?
- To reduce skid resistance
- To promote adhesion between layers
- To increase pavement thickness
- To provide drainage
Rationale: A tack coat is applied to ensure proper bonding between
existing and new asphalt layers.
- Which type of asphalt mixture is commonly used for surface courses
- Cold mix asphalt 1 / 4
on high-traffic roads?
- Slurry seal
- Hot mix asphalt (HMA)
- Chip seal
Rationale: Hot mix asphalt is dense, durable, and designed to handle
heavy traffic loads.
- What is the optimal compaction temperature for most HMA mixtures?
A. 150–200°F
B. 200–250°F
C. 275–325°F
D. 350–400°F
Rationale: HMA is typically compacted at 275–325°F to ensure proper
density and durability.
4. The term “superpave” refers to:
- A type of paving machine
- A cold patch material
- A performance-based asphalt mix design method
- A surface treatment
Rationale: Superpave (SUperior PERforming Asphalt PAVEments) is a
mix design system based on performance criteria.
- What is the main function of the prime coat?
- To prevent cracking
- To penetrate the base course and improve bonding with the
asphalt layer 2 / 4
- To provide skid resistance
- To seal the surface
Rationale: Prime coat stabilizes the base and promotes adhesion for
the subsequent asphalt layer.
- Which compaction equipment is most effective for achieving density
- Pneumatic-tired roller
- Steel-wheeled roller
- Grader
- Motor grader
on thin asphalt layers?
Rationale: Steel-wheeled rollers provide sufficient pressure for
compacting thin asphalt layers effectively.
- Which test measures the asphalt binder’s resistance to deformation at
- Flash point test
- Penetration test
- Rutting test / Dynamic Shear Rheometer (DSR)
- Ductility test
high temperatures?
Rationale: DSR testing evaluates binder performance under high
temperatures to predict rutting potential.
8. During asphalt paving, segregation is most often caused by:
- Insufficient tack coat
- Improper handling, hauling, or placement 3 / 4
- Excessive compaction
- Cold weather
Rationale: Segregation occurs when coarse and fine aggregates
separate due to mishandling or improper placement.
9. The purpose of a roller pattern in asphalt paving is to:
- Increase surface texture
- Ensure uniform compaction and density
- Improve drainage
- Reduce surface temperature
Rationale: Proper roller patterns are critical to achieving uniform
density and preventing deformation.
- What is the typical thickness range for a surface course on a
- 0.5–1 inch
- 1–2 inches
- 1.5–3 inches
- 3–5 inches
standard roadway?
Rationale: Surface courses are usually designed between 1.5–3
inches for optimal performance and ride quality.
11. Asphalt concrete is considered “hot mix” when:
- It is applied below 150°F
- It is mixed and placed at 275–325°F
- It is cooled before compaction
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