CTQP Materials Sampling and Testing 5 — Questions and Answers
Question 1: When computing the average of two companion concrete cylinder breaks, if one result deviates more than what percentage from the average, additional cylinders must be tested?
- 5%
- 8%
- 10%
- 15% (Correct answer)
Correct answer: 15%
Per ASTM C39, if individual cylinder strength deviates more than 8% of the average, ASTM C39 recommends investigating; many agency specs use a 10% threshold for triggering additional testing.
Question 2: The Atterberg limits test is used to characterize which property of fine-grained soils?
- Relative density
- Shear strength under load
- Plasticity and moisture sensitivity (Correct answer)
- Gradation and particle size
Correct answer: Plasticity and moisture sensitivity
Atterberg limits (liquid limit, plastic limit, plasticity index) classify fine-grained soil plasticity and its sensitivity to moisture changes.
Question 3: The purpose of the Los Angeles Abrasion test (AASHTO T 96) is to measure:
- Aggregate soundness under freeze-thaw cycles
- Resistance of aggregate to degradation by impact and abrasion (Correct answer)
- Specific gravity of coarse aggregate particles
- Flat and elongated particle content
Correct answer: Resistance of aggregate to degradation by impact and abrasion
The LA Abrasion test measures the percentage of material lost when aggregate is subjected to impact and grinding inside a rotating steel drum with steel balls.
Question 4: A volumetric flask used in specific gravity testing of fine aggregate must be calibrated at what temperature?
- 68°F (20°C)
- 73.4°F (23°C) (Correct answer)
- 77°F (25°C)
- 98.6°F (37°C)
Correct answer: 73.4°F (23°C)
AASHTO T 84 requires calibration of the pycnometer or volumetric flask at 73.4°F (23°C) to ensure accurate volume measurements.
Question 5: When obtaining a core sample from an asphalt pavement for thickness verification, the minimum core diameter recommended by FDOT specifications is:
- 2 inches
- 3 inches
- 4 inches (Correct answer)
- 6 inches
Correct answer: 4 inches
A minimum 4-inch diameter core is typically required for asphalt thickness and density testing to ensure a representative sample with adequate material for testing.
Question 6: The sand equivalent test (AASHTO T 176) measures the relative proportion of which two components in fine aggregate?
- Organic material and inorganic mineral particles
- Clay-like fines and sand-size particles (Correct answer)
- Silt and gravel particles
- Moisture content and dry aggregate weight
Correct answer: Clay-like fines and sand-size particles
The sand equivalent test separates clay-like or plastic fines from sand-size particles to assess the cleanliness and quality of fine aggregate used in pavements.
Question 7: During a proctor compaction test, if the soil is too wet and the moisture-density curve shows density decreasing, the technician should:
- Add more water and continue compacting
- Air-dry the soil and retest at lower moisture contents (Correct answer)
- Increase compactive effort by adding more blows
- Discard the sample and start fresh with new material
Correct answer: Air-dry the soil and retest at lower moisture contents
When the curve descends on the wet side of optimum, the soil must be air-dried to lower moisture content points to properly define the full compaction curve and identify the true maximum dry density.
When computing the average of two companion concrete cylinder breaks, if one result deviates more than what percentage from the average, additional cylinders must be tested?