Asphalt Paving Level 1 Exam with accurate detailed || || || || || || || ||
solutions
A full lot of super pave asphalt is what size?
|| || || || || || || || ||
1,000 tons || ||
1,000 to 2000 tons || || ||
2000 to 4000 tons || || || ||
1 days production - ✔✔2000 to 4000 tons
|| || || || || || ||
Which is not typically used as an asphalt binder in fdot mix designs?
|| || || || || || || || || || || ||
PG 52-28 ||
PG 58-22 ||
PG 62-22 ||
PG 76-22(PMA)
||
PG 82-22 (PMA) - ✔✔PG 62-22
|| || || || ||
Who cuts the density cores used for verification testing?
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The verification technician
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The contractor ||
The independent verification testing technician
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None of the above - ✔✔The contractor
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A full lot is composed of 5 sublots and 4 cores per lot T/F - ✔✔False
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What is the most important for consistent compaction of asphalt mix?
|| || || || || || || || || ||
The mix is hotter in temperature
|| || || || ||
, The mix is colder in temperature
|| || || || ||
The mix is uniform in temperature
|| || || || ||
Temperature of the mix does not affect compaction - ✔✔The mix is uniform in temperature || || || || || || || || || || || || || ||
Referring to general stationing guidelines, R1 would be ____ than R2 || || || || || || || || || ||
Closer to centerline || ||
Closer to outside shoulder || || ||
Closure to the inside shoulder || || || ||
Both A and C - ✔✔Both A and C || || || || || || || ||
While using the rolling straightedge, if the needle goes in the red zone indicating an unacceptable
|| || || || || || || || || || || || || || || ||
high spot in the section, you then - ✔✔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
|| || || || || || || || || || || || || ||
For bridge approach slabs, the 15 foot manual straightedge should be set so ____ is on the bridge
|| || || || || || || || || || || || || || || || || ||
deck.
1 inch
||
Exactly 1/2 of the straightedge || || || ||
The entire straightedge || || ||
None of the above - ✔✔1 inch || || || || || ||
For the first transverse joint on a project place the ___ on the new pavement while overlapping the
|| || || || || || || || || || || || || || || || ||
transverse joint by one inch.
|| || || || || ||
4 foot level
|| || ||
15 foot manual straight edge
|| || || || ||
Rolling straightedge || ||
All the above - ✔✔15 foot manual straight edge
|| || || || || || || ||
solutions
A full lot of super pave asphalt is what size?
|| || || || || || || || ||
1,000 tons || ||
1,000 to 2000 tons || || ||
2000 to 4000 tons || || || ||
1 days production - ✔✔2000 to 4000 tons
|| || || || || || ||
Which is not typically used as an asphalt binder in fdot mix designs?
|| || || || || || || || || || || ||
PG 52-28 ||
PG 58-22 ||
PG 62-22 ||
PG 76-22(PMA)
||
PG 82-22 (PMA) - ✔✔PG 62-22
|| || || || ||
Who cuts the density cores used for verification testing?
|| || || || || || || ||
The verification technician
|| ||
The contractor ||
The independent verification testing technician
|| || || || ||
None of the above - ✔✔The contractor
|| || || || || ||
A full lot is composed of 5 sublots and 4 cores per lot T/F - ✔✔False
|| || || || || || || || || || || || || || ||
What is the most important for consistent compaction of asphalt mix?
|| || || || || || || || || ||
The mix is hotter in temperature
|| || || || ||
, The mix is colder in temperature
|| || || || ||
The mix is uniform in temperature
|| || || || ||
Temperature of the mix does not affect compaction - ✔✔The mix is uniform in temperature || || || || || || || || || || || || || ||
Referring to general stationing guidelines, R1 would be ____ than R2 || || || || || || || || || ||
Closer to centerline || ||
Closer to outside shoulder || || ||
Closure to the inside shoulder || || || ||
Both A and C - ✔✔Both A and C || || || || || || || ||
While using the rolling straightedge, if the needle goes in the red zone indicating an unacceptable
|| || || || || || || || || || || || || || || ||
high spot in the section, you then - ✔✔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
|| || || || || || || || || || || || || ||
For bridge approach slabs, the 15 foot manual straightedge should be set so ____ is on the bridge
|| || || || || || || || || || || || || || || || || ||
deck.
1 inch
||
Exactly 1/2 of the straightedge || || || ||
The entire straightedge || || ||
None of the above - ✔✔1 inch || || || || || ||
For the first transverse joint on a project place the ___ on the new pavement while overlapping the
|| || || || || || || || || || || || || || || || ||
transverse joint by one inch.
|| || || || || ||
4 foot level
|| || ||
15 foot manual straight edge
|| || || || ||
Rolling straightedge || ||
All the above - ✔✔15 foot manual straight edge
|| || || || || || || ||
