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Exam (elaborations)

Asphalt Paving Level 1 exam with correct answers

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Asphalt Paving Level 1 exam with correct answers

Institution
FDOT Asphalt Paving Level 2
Course
FDOT Asphalt Paving Level 2









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Written for

Institution
FDOT Asphalt Paving Level 2
Course
FDOT Asphalt Paving Level 2

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Uploaded on
November 24, 2025
Number of pages
11
Written in
2025/2026
Type
Exam (elaborations)
Contains
Questions & answers

Subjects

Content preview

Asphalt Paving Level 1 exam with ||\\||\\ ||\\||\\ ||\\||\\ ||\\||\\ ||\\||\\ ||\\||\\




correct answers ||\\||\\




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 - correct answer✔✔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) - correct answer✔✔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 - correct answer✔✔The contractor
||\\||\\ ||\\||\\ ||\\||\\ ||\\||\\ ||\\||\\ ||\\||\\ ||\\||\\ ||\\||\\




A full lot is composed of 5 sublots and 4 cores per lot T/F -
||\\||\\ ||\\||\\ ||\\||\\ ||\\||\\ ||\\||\\ ||\\||\\ ||\\||\\ ||\\||\\ ||\\||\\ ||\\||\\ ||\\||\\ ||\\||\\ ||\\||\\ ||\\||\\ ||\\||\\




correct answer✔✔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 - correct ||\\||\\ ||\\||\\ ||\\||\\ ||\\||\\ ||\\||\\ ||\\||\\ ||\\||\\ ||\\||\\ ||\\||\\ ||\\||\\ ||\\||\\




answer✔✔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 ||\\||\\ ||\\||\\ ||\\||\\ ||\\||\\
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