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Asphalt Paving Level 2 Exam QUESTIONS AND
CORRECT 2025 {VERIFIED} ANSWERS
NEWEST UPDATE|ALREADY GRADED A+
If two consecutive QC density sublots for a fine graded mix do not
meet the requirements of the table 334-5 Master Production Range:
A. Make adjustments and continue
B. Terminate the Lot
C. Wait until the 3rd time before acting
D. Increase the frequency of testing until the situation improves
E. Both A and D ......answer.....(B.) Terminate the Lot
(T/F:) A process control sample can be taken anywhere, anytime
and is not used in the acceptance decision. ......answer.....True
Which Statement(s) is true?
A. For fine graded mixes, a type SP-12.5 and a type SP-19.0 can be
placed at 2 inches thick
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B. For coarse graded mixes, a Type SP-12.5 and a Type SP-19.0 can
be placed 3 inches thick
C. For fine graded mixes, a Type SP-9.5 and a Type SP-12.5 can be
placed at 1 1/2 inches thick
D. All the above
E. Both A and C ......answer.....(D. All the Above) - For fine
graded mixes, a type SP-12.5 and a type SP-19.0 can be placed
at 2 inches thick, For coarse graded mixes, a Type SP-12.5 and
a Type SP-19.0 can be placed 3 inches thick, and For fine
graded mixes, a Type SP-9.5 and a Type SP-12.5 can be placed
at 1 1/2 inches thick.
(T/F:) As long as the project includes milling, it will eliminate
reflective cracking from coming through the new overlay.
......answer.....True
The compactive effort of a rubber-tired roller can be increased
most effectively by:
A. Adding ballast, increasing tire pressure, decreasing coverages
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B. Adding ballast, increasing tire pressure, decreasing speed
C. Decreasing ballast, decreasing tire pressure, increasing speed
D. Decreasing ballast, increasing tire pressure, increasing speed
E. None of the above ......answer.....(B.) Adding ballast,
increasing tire pressure, decreasing speed
Which of the following automatic longitudinal screeds controls are
acceptable for all paving courses?
A. Thickness control screws, skid type, and traveling stringline
B. Skid type, traveling stringline, and on-contact averaging ski type
C. Inverted potentiometer
D. Both A and C
E. None of the above ......answer.....(B.) Skid Type, Traveling
Stringline, and non-Contact averaging ski type
The density portion of the composite pay for the LOT is based on
the PWL (% within Limits) calculated from:
Asphalt Paving Level 2 Exam QUESTIONS AND
CORRECT 2025 {VERIFIED} ANSWERS
NEWEST UPDATE|ALREADY GRADED A+
If two consecutive QC density sublots for a fine graded mix do not
meet the requirements of the table 334-5 Master Production Range:
A. Make adjustments and continue
B. Terminate the Lot
C. Wait until the 3rd time before acting
D. Increase the frequency of testing until the situation improves
E. Both A and D ......answer.....(B.) Terminate the Lot
(T/F:) A process control sample can be taken anywhere, anytime
and is not used in the acceptance decision. ......answer.....True
Which Statement(s) is true?
A. For fine graded mixes, a type SP-12.5 and a type SP-19.0 can be
placed at 2 inches thick
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B. For coarse graded mixes, a Type SP-12.5 and a Type SP-19.0 can
be placed 3 inches thick
C. For fine graded mixes, a Type SP-9.5 and a Type SP-12.5 can be
placed at 1 1/2 inches thick
D. All the above
E. Both A and C ......answer.....(D. All the Above) - For fine
graded mixes, a type SP-12.5 and a type SP-19.0 can be placed
at 2 inches thick, For coarse graded mixes, a Type SP-12.5 and
a Type SP-19.0 can be placed 3 inches thick, and For fine
graded mixes, a Type SP-9.5 and a Type SP-12.5 can be placed
at 1 1/2 inches thick.
(T/F:) As long as the project includes milling, it will eliminate
reflective cracking from coming through the new overlay.
......answer.....True
The compactive effort of a rubber-tired roller can be increased
most effectively by:
A. Adding ballast, increasing tire pressure, decreasing coverages
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B. Adding ballast, increasing tire pressure, decreasing speed
C. Decreasing ballast, decreasing tire pressure, increasing speed
D. Decreasing ballast, increasing tire pressure, increasing speed
E. None of the above ......answer.....(B.) Adding ballast,
increasing tire pressure, decreasing speed
Which of the following automatic longitudinal screeds controls are
acceptable for all paving courses?
A. Thickness control screws, skid type, and traveling stringline
B. Skid type, traveling stringline, and on-contact averaging ski type
C. Inverted potentiometer
D. Both A and C
E. None of the above ......answer.....(B.) Skid Type, Traveling
Stringline, and non-Contact averaging ski type
The density portion of the composite pay for the LOT is based on
the PWL (% within Limits) calculated from:
