NYS CIC EXAM NEWEST 2026 ACTUAL EXAM TEST
BANK| NYS CIC EXAM PREP WITH COMPLETE 450
REAL EXAM QUESTIONS AND CORRECT VERIFIED
ANSWERS/ ALREADY GRADED A+ (BRAND NEW!!)
1. According to NYSDOT Standard Specifications, what is the
maximum allowable moisture content for aggregate base
course material before placement?
A. 2% below optimum
B. 2% above optimum
C. At optimum ± 2%
D. At optimum ± 5%
Correct Answer: C
Rationale: NYSDOT Section 304 requires aggregate base
moisture content to be within ±2% of optimum moisture content
(OMC) at time of compaction to achieve required density.
2. A construction inspector observes a contractor placing
concrete during a rainstorm. The inspector should:
A. Allow continued placement if the concrete is covered
immediately
1
,B. Order a stop-work until the rain stops
C. Increase the water-to-cement ratio
D. Add calcium chloride to accelerate setting
Correct Answer: B
Rationale: Rain can wash out cement paste, increase w/c ratio,
and damage surface. NYSDOT and ACI require stopping
concrete placement during heavy rain unless adequate shelter is
provided.
3. The minimum compressive strength for Class A concrete
(NYSDOT) at 28 days is:
A. 2,500 psi
B. 3,000 psi
C. 4,000 psi
D. 5,000 psi
Correct Answer: C
Rationale: NYSDOT Section 501 specifies Class A concrete
(general structural use) minimum 28-day compressive strength of
4,000 psi.
2
,4. When performing a nuclear density test for soil compaction,
the inspector must ensure the probe is inserted to what depth
relative to lift thickness?
A. Half the lift thickness
B. Full lift thickness
C. 2 inches regardless of lift
D. Bottom of the lift plus 6 inches
Correct Answer: B
Rationale: ASTM D6938 requires the probe to extend through
the full depth of the lift being tested to measure overall density.
5. A contractor requests to use a “field weld” without prior
NYSDOT approval. The inspector should:
A. Approve if the welder is certified
B. Deny and require written approval
C. Allow with visual inspection only
D. Contact the AWS immediately
Correct Answer: B
Rationale: NYSDOT Section 552 requires written approval for
field welding procedures, including prequalified procedures and
inspector notification.
3
, 6. The maximum temperature differential within a concrete
mass placement (e.g., footing) per NYSDOT is:
A. 15°F
B. 25°F
C. 35°F
D. 50°F
Correct Answer: C
Rationale: NYSDOT Section 501 limits temperature differential
between core and surface to 35°F to prevent thermal cracking.
7. During paving operations, the longitudinal joint should be
constructed with which method?
A. Hot joint only
B. Cold joint with tack coat
C. Wedge cut and sealant
D. Butt joint with no treatment
Correct Answer: A
Rationale: Hot joints (placing fresh mix against previously placed,
still hot mix) produce the most durable longitudinal joint. Cold
joints require tack coat and are less desirable.
4
BANK| NYS CIC EXAM PREP WITH COMPLETE 450
REAL EXAM QUESTIONS AND CORRECT VERIFIED
ANSWERS/ ALREADY GRADED A+ (BRAND NEW!!)
1. According to NYSDOT Standard Specifications, what is the
maximum allowable moisture content for aggregate base
course material before placement?
A. 2% below optimum
B. 2% above optimum
C. At optimum ± 2%
D. At optimum ± 5%
Correct Answer: C
Rationale: NYSDOT Section 304 requires aggregate base
moisture content to be within ±2% of optimum moisture content
(OMC) at time of compaction to achieve required density.
2. A construction inspector observes a contractor placing
concrete during a rainstorm. The inspector should:
A. Allow continued placement if the concrete is covered
immediately
1
,B. Order a stop-work until the rain stops
C. Increase the water-to-cement ratio
D. Add calcium chloride to accelerate setting
Correct Answer: B
Rationale: Rain can wash out cement paste, increase w/c ratio,
and damage surface. NYSDOT and ACI require stopping
concrete placement during heavy rain unless adequate shelter is
provided.
3. The minimum compressive strength for Class A concrete
(NYSDOT) at 28 days is:
A. 2,500 psi
B. 3,000 psi
C. 4,000 psi
D. 5,000 psi
Correct Answer: C
Rationale: NYSDOT Section 501 specifies Class A concrete
(general structural use) minimum 28-day compressive strength of
4,000 psi.
2
,4. When performing a nuclear density test for soil compaction,
the inspector must ensure the probe is inserted to what depth
relative to lift thickness?
A. Half the lift thickness
B. Full lift thickness
C. 2 inches regardless of lift
D. Bottom of the lift plus 6 inches
Correct Answer: B
Rationale: ASTM D6938 requires the probe to extend through
the full depth of the lift being tested to measure overall density.
5. A contractor requests to use a “field weld” without prior
NYSDOT approval. The inspector should:
A. Approve if the welder is certified
B. Deny and require written approval
C. Allow with visual inspection only
D. Contact the AWS immediately
Correct Answer: B
Rationale: NYSDOT Section 552 requires written approval for
field welding procedures, including prequalified procedures and
inspector notification.
3
, 6. The maximum temperature differential within a concrete
mass placement (e.g., footing) per NYSDOT is:
A. 15°F
B. 25°F
C. 35°F
D. 50°F
Correct Answer: C
Rationale: NYSDOT Section 501 limits temperature differential
between core and surface to 35°F to prevent thermal cracking.
7. During paving operations, the longitudinal joint should be
constructed with which method?
A. Hot joint only
B. Cold joint with tack coat
C. Wedge cut and sealant
D. Butt joint with no treatment
Correct Answer: A
Rationale: Hot joints (placing fresh mix against previously placed,
still hot mix) produce the most durable longitudinal joint. Cold
joints require tack coat and are less desirable.
4
