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Maryland Aggregate Testing Technician Certification Exam Practice Questions And Correct Answers (Verified Answers) Plus Rationale 2026 Q&A| Instant Download Pdf

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Maryland Aggregate Testing Technician Certification Exam Practice Questions And Correct Answers (Verified Answers) Plus Rationale 2026 Q&A| Instant Download Pdf

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Maryland Aggregate Testing Technician
Certification Exam Practice Questions
And Correct Answers (Verified Answers)
Plus Rationale 2026 Q&A| Instant
Download Pdf



1. Which of the following best describes the primary purpose of the
Maryland Aggregate Testing Technician Certification program within
highway construction quality assurance systems?

A. To certify individuals exclusively for asphalt pavement design and mix
optimization in laboratory environments
B. To qualify technicians to perform, record, and report aggregate sampling
and testing to ensure compliance with MDOT SHA specifications
C. To license contractors for independent roadway construction bidding
without further state approval
D. To authorize engineers to design bridge foundations using geotechnical
modeling software

The certification exists to ensure technicians are competent in sampling,
testing, and reporting aggregate quality results used in Maryland DOT
highway materials acceptance and quality control systems, not for design
or contracting authority.

2. Which combination of laboratory and field skills is most essential for
an Aggregate Testing Technician under Maryland DOT requirements?

,A. Traffic signal timing analysis and roadway lighting design
B. Aggregate gradation analysis, moisture content determination, and
sample reduction procedures
C. Structural steel welding inspection and fracture mechanics evaluation
D. Hydrologic watershed modeling and floodplain mapping

The role focuses on core aggregate testing competencies such as
gradation, moisture testing, and sample reduction using standardized
AASHTO/ASTM methods.

3. Which ASTM or AASHTO standard is most directly associated with
reducing aggregate samples to testing size?

A. AASHTO T 99 / ASTM D698
B. AASHTO T 248 / ASTM C702
C. AASHTO T 85 / ASTM C127
D. AASHTO T 255 / ASTM C566

AASHTO T 248 / ASTM C702 specifically governs the reduction of aggregate
samples to representative testing sizes for laboratory analysis.

4. During aggregate quality control testing, which procedure ensures a
representative sample is obtained from a stockpile?

A. Random visual estimation without physical sampling tools
B. Sampling according to standardized methods such as AASHTO R90 or
ASTM D75
C. Collecting only surface material from the pile for convenience
D. Using only previously tested archived samples for analysis

Representative sampling is achieved through standardized procedures like
AASHTO R90 or ASTM D75 to ensure unbiased test results.

5. Which test is primarily used to determine the particle size distribution
of aggregate materials?

, A. AASHTO T 27 / ASTM C136
B. AASHTO T 21 / ASTM C40
C. AASHTO T 89 / ASTM D4318
D. AASHTO T 265 / ASTM D2216

AASHTO T 27 / ASTM C136 defines sieve analysis methods used to
determine gradation and particle size distribution.

6. What is the primary objective of aggregate gradation testing in
highway construction materials?

A. To determine chemical reactivity with asphalt binders
B. To evaluate the distribution of particle sizes for performance and
compaction behavior
C. To measure electrical conductivity of aggregate materials
D. To assess color uniformity for aesthetic pavement design

Gradation testing ensures proper particle size distribution, which directly
influences compaction, stability, and pavement performance.

7. Which laboratory test is used to determine moisture content of
aggregates by drying?

A. AASHTO T 85 / ASTM C127
B. AASHTO T 255 / ASTM C566
C. AASHTO T 90 / ASTM D4318
D. AASHTO T 21 / ASTM C40

AASHTO T 255 / ASTM C566 specifies drying methods used to determine
total moisture content in aggregate materials.

8. Why is moisture content testing critical in aggregate quality control?

A. It determines the color grading of fine aggregates
B. It directly affects mix proportioning and compaction characteristics
C. It measures long-term chemical durability of aggregates
D. It evaluates aggregate angularity only

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