Virginia (VA) PAV Asphalt Paving &
Sealcoating Exam 2026| Actual Exam
Questions and Correct Answers
A full lot of super pave asphalt is what size?
a. 1,000 tons
b. 1,000 to 2000 tons
c. 2000 to 4000 tons
d. 1 days production
Correct Answer: c. 2000 to 4000 tons
Explanation: Per FDOT specifications (Section 334), a full lot for Superpave asphalt concrete is
defined as either 2,000 tons (subdivided into four 500-ton sublots) or 4,000 tons (subdivided into
four 1,000-ton sublots), providing the range of 2000 to 4000 tons.
Which is not typically used as an asphalt binder in fdot mix designs?
a. PG 52-28
b. PG 58-22
c. PG 62-22
d. PG 76-22(PMA)
Correct Answer: c. PG 62-22
Explanation: FDOT typically uses grades like PG 67-22, PG 76-22 (PMA), PG 64-22, PG 58-28
for RAP mixes, and others, but PG 62-22 is not a standard binder grade in FDOT Superpave mix
designs.
Who cuts the density cores used for verification testing?
a. The verification technician
b. The contractor
c. The independent verification testing technician
,d. None of the above
Correct Answer: b. The contractor
Explanation: Per FDOT procedures, the contractor cuts the density cores under supervision,
while the inspector marks locations for QC, IV, and verification testing.
A full lot is composed of 5 sublots and 4 cores per lot T/F
a. True
b. False
c. True only for partial lots
d. False only for initial lots
Correct Answer: b. False
Explanation: A full lot consists of 4 sublots, not 5, with cores taken accordingly per FDOT
Superpave specs; 5 sublots would be incorrect.
What is the most important for consistent compaction of asphalt mix?
a. The mix is hotter in temperature
b. The mix is colder in temperature
c. The mix is uniform in temperature
d. Temperature of the mix does not affect compaction
Correct Answer: c. The mix is uniform in temperature
Explanation: Uniform temperature ensures even compaction density; variations lead to
inconsistent results and potential pavement issues.
Referring to general stationing guidelines, R1 would be ____ than R2
a. Closer to centerline
b. Closer to outside shoulder
c. Closer to the inside shoulder
d. Both A and C
Correct Answer: d. Both A and C
,Explanation: In stationing, R1 is typically closer to the centerline and inside shoulder compared
to R2, following standard surveying conventions for offsets.
While using the rolling straightedge, if the needle goes in the red zone indicating an unacceptable
high spot in the section, you then
a. Stop and correct immediately
b. Mark the pavement where the needle first goes into the red zone and place another mark where
the needle leaves the red zone and continue
c. Ignore and retest later
d. Mark only the peak and stop
Correct Answer: b. Mark the pavement where the needle first goes into the red zone and place
another mark where the needle leaves the red zone and continue
Explanation: This identifies the full extent of the deviation for later correction while allowing
the test to proceed.
For bridge approach slabs, the 15 foot manual straightedge should be set so ____ is on the bridge
deck.
a. 1 inch
b. Exactly 1/2 of the straightedge
c. The entire straightedge
d. None of the above
Correct Answer: a. 1 inch
Explanation: Placing 1 inch on the deck checks smoothness at the joint without fully spanning
the bridge.
For the first transverse joint on a project place the ___ on the new pavement while overlapping
the transverse joint by one inch.
a. 4 foot level
b. 15 foot manual straight edge
c. Rolling straightedge
d. All the above
, Correct Answer: b. 15 foot manual straight edge
Explanation: This ensures proper alignment and smoothness across the transverse joint.
When calibrating to check the low side of the rolling straight edge:
a. Place shims under the outer wheels
b. Place the rolling straight edge on a surface that looks flat
c. Place a 3/16 inch shim under each outside wheel, the gauge should read zero on both sides of
the gauge
d. Place shims under the center wheel
Correct Answer: c. Place a 3/16 inch shim under each outside wheel, the gauge should read zero
on both sides of the gauge
Explanation: This simulates a low spot to verify the gauge accurately reads zero when
calibrated.
When calibrating to check the high side of the rolling straight edge:
a. Place shims under the outer wheels
b. Place shims under the center wheel
c. Place the rolling straight edge on a surface that looks flat
d. Place a 3/16 inch shim under the center wheel. The gauge should read zero on both sides of the
gauge.
Correct Answer: d. Place a 3/16 inch shim under the center wheel. The gauge should read zero
on both sides of the gauge.
Explanation: This simulates a high spot to confirm the gauge calibration at zero.
What do you need to know when manually checking the cross slope?
a. The level length
b. The lane width
c. Height from the end of the level to pavement surface
d. Level length and height from the end of level to pavement surface
Correct Answer: d. Level length and height from the end of level to pavement surface
Sealcoating Exam 2026| Actual Exam
Questions and Correct Answers
A full lot of super pave asphalt is what size?
a. 1,000 tons
b. 1,000 to 2000 tons
c. 2000 to 4000 tons
d. 1 days production
Correct Answer: c. 2000 to 4000 tons
Explanation: Per FDOT specifications (Section 334), a full lot for Superpave asphalt concrete is
defined as either 2,000 tons (subdivided into four 500-ton sublots) or 4,000 tons (subdivided into
four 1,000-ton sublots), providing the range of 2000 to 4000 tons.
Which is not typically used as an asphalt binder in fdot mix designs?
a. PG 52-28
b. PG 58-22
c. PG 62-22
d. PG 76-22(PMA)
Correct Answer: c. PG 62-22
Explanation: FDOT typically uses grades like PG 67-22, PG 76-22 (PMA), PG 64-22, PG 58-28
for RAP mixes, and others, but PG 62-22 is not a standard binder grade in FDOT Superpave mix
designs.
Who cuts the density cores used for verification testing?
a. The verification technician
b. The contractor
c. The independent verification testing technician
,d. None of the above
Correct Answer: b. The contractor
Explanation: Per FDOT procedures, the contractor cuts the density cores under supervision,
while the inspector marks locations for QC, IV, and verification testing.
A full lot is composed of 5 sublots and 4 cores per lot T/F
a. True
b. False
c. True only for partial lots
d. False only for initial lots
Correct Answer: b. False
Explanation: A full lot consists of 4 sublots, not 5, with cores taken accordingly per FDOT
Superpave specs; 5 sublots would be incorrect.
What is the most important for consistent compaction of asphalt mix?
a. The mix is hotter in temperature
b. The mix is colder in temperature
c. The mix is uniform in temperature
d. Temperature of the mix does not affect compaction
Correct Answer: c. The mix is uniform in temperature
Explanation: Uniform temperature ensures even compaction density; variations lead to
inconsistent results and potential pavement issues.
Referring to general stationing guidelines, R1 would be ____ than R2
a. Closer to centerline
b. Closer to outside shoulder
c. Closer to the inside shoulder
d. Both A and C
Correct Answer: d. Both A and C
,Explanation: In stationing, R1 is typically closer to the centerline and inside shoulder compared
to R2, following standard surveying conventions for offsets.
While using the rolling straightedge, if the needle goes in the red zone indicating an unacceptable
high spot in the section, you then
a. Stop and correct immediately
b. Mark the pavement where the needle first goes into the red zone and place another mark where
the needle leaves the red zone and continue
c. Ignore and retest later
d. Mark only the peak and stop
Correct Answer: b. Mark the pavement where the needle first goes into the red zone and place
another mark where the needle leaves the red zone and continue
Explanation: This identifies the full extent of the deviation for later correction while allowing
the test to proceed.
For bridge approach slabs, the 15 foot manual straightedge should be set so ____ is on the bridge
deck.
a. 1 inch
b. Exactly 1/2 of the straightedge
c. The entire straightedge
d. None of the above
Correct Answer: a. 1 inch
Explanation: Placing 1 inch on the deck checks smoothness at the joint without fully spanning
the bridge.
For the first transverse joint on a project place the ___ on the new pavement while overlapping
the transverse joint by one inch.
a. 4 foot level
b. 15 foot manual straight edge
c. Rolling straightedge
d. All the above
, Correct Answer: b. 15 foot manual straight edge
Explanation: This ensures proper alignment and smoothness across the transverse joint.
When calibrating to check the low side of the rolling straight edge:
a. Place shims under the outer wheels
b. Place the rolling straight edge on a surface that looks flat
c. Place a 3/16 inch shim under each outside wheel, the gauge should read zero on both sides of
the gauge
d. Place shims under the center wheel
Correct Answer: c. Place a 3/16 inch shim under each outside wheel, the gauge should read zero
on both sides of the gauge
Explanation: This simulates a low spot to verify the gauge accurately reads zero when
calibrated.
When calibrating to check the high side of the rolling straight edge:
a. Place shims under the outer wheels
b. Place shims under the center wheel
c. Place the rolling straight edge on a surface that looks flat
d. Place a 3/16 inch shim under the center wheel. The gauge should read zero on both sides of the
gauge.
Correct Answer: d. Place a 3/16 inch shim under the center wheel. The gauge should read zero
on both sides of the gauge.
Explanation: This simulates a high spot to confirm the gauge calibration at zero.
What do you need to know when manually checking the cross slope?
a. The level length
b. The lane width
c. Height from the end of the level to pavement surface
d. Level length and height from the end of level to pavement surface
Correct Answer: d. Level length and height from the end of level to pavement surface
