Illinois Portland Cement Concrete Technician Practice Exam (Level I/II) Questions And Correct Answers (Verified Answers) Plus Rationales 2026 Q&A | Instant Download Pdf
- What is the minimum cement content typically required for IDOT Class B
- 470 lbs/yd³
- 517 lbs/yd³
- 564 lbs/yd³
- 610 lbs/yd³
concrete?
Rationale: IDOT Class B concrete commonly specifies about 517 lbs/yd³ to
ensure adequate strength and durability.
- What is the standard slump range for IDOT Class A pavement concrete? 1 / 4
- 0–2 inches
- 1–3 inches
- 1–4 inches
- 3–5 inches
Rationale: Class A pavement mix typically targets 1–4 inches for
workability without segregation.
- What is the purpose of an air-entraining admixture in PCC?
- Increase set time
- Reduce cement demand
- Increase slump
- Improve freeze–thaw durability
Rationale: Air entrainment improves durability by creating microscopic air
voids for freeze–thaw pressure relief.
- What is the minimum curing period for IDOT concrete under normal
- 24 hours
- 72 hours
- 5 days
- 7 days 2 / 4
conditions?
Rationale: IDOT requires a minimum of 72 hours of curing unless
accelerated curing allows earlier opening.
- According to ASTM C143, what is the maximum allowed time between
- 1 minute
- 2 minutes
- 5 minutes
- 10 minutes
sampling and starting a slump test?
Rationale: ASTM C143 states slump testing must begin within 5 minutes of
obtaining the final portion of the sample.
- Which ASTM standard covers air content by pressure method?
A. C31
B. C39
C. C231
D. C138
Rationale: ASTM C231 governs the pressure method for determining air
content in fresh concrete.
- What is the typical target air content for concrete exposed to freeze–
thaw cycles in Illinois? 3 / 4
A. 2–4%
B. 4–7%
C. 6–9%
D. 8–10%
Rationale: Air content of 4–7% ensures frost resistance for exterior
structural concrete.
- What is the standard unit weight test method for fresh concrete?
A. ASTM C173
B. ASTM C138
C. ASTM C143
D. ASTM C231
Rationale: ASTM C138 is the test method for density (unit weight) and yield
of concrete.
- A concrete cylinder for compressive strength testing must be cured
initially at what temperature range?
A. 50–60°F
B. 120–140°F
C. 60–80°F
- 80–100°F
- / 4