FDOTl Asphaltl Pavingl Levell 2l Examl (Latestl 2025/l 2026l Update)l Prepl Questionsl &l Answers|l Gradel A|l 100%l Correctl (Verifiedl Solutions)
Q:l Properlyl operated,l thel _____l shouldl bel movingl 80-90%l ofl thel timel whilel paving.
Answer:
Augers
Q:l Expertsl maintainl thatl 95%l ofl paverl relatedl problemsl canl bel eliminatedl by:
Answer:
Maintainingl al uniforml headl ofl materiall inl frontl ofl thel auger.
Q:l Onl thel lastl structurall layerl priorl tol frictionl course,l correctl anyl deficienciesl _______l beforel placingl thel frictionl course.
Answer:
Greaterl thanl 3/16"
Q:l Whenl shouldl Truckl bedsl bel coatedl withl releasel agent?
Answer: 1 / 3
Asl needed,l tol preventl thel mixl froml sticking.
Q:l Whatl isl thel primaryl differencel betweenl anl FC-9.5l mixl andl anl FC-12.5l mix?
Answer:
Thel topl sizel ofl thel aggregate.
Q:l Whatl isl thel primaryl differencel betweenl anl FC-12.5l andl anl SP-12.5l mix?
Answer:
Frictionl Coursel (FC)l mixesl requirel thel usel ofl polishl resistantl aggregates.
Q:l Thel millingl machinel has:
Answer:
1.l Al largel cutterl headl withl replaceablel teeth 2.l Al gradel andl slopel controll system 3.l Al longerl wheell basel thanl al paver 4.l Anl adjustablel cuttingl depth
Q:l Ifl thel surfacel ofl thel Mattl isl notl cleanedl properlyl priorl tol placingl thel nextl layer,l whatl isl thel mostl likelyl distressl thatl couldl takel place?
Answer:
Slippage
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Q:l Thel headl ofl materiall inl thel augerl chamberl shouldl be:
Answer:
Maintainedl atl al uniforml levell atl alll times
Q:l Whenl usingl al vibratoryl roller,l whichl isl generallyl correct?
A.l Keepl thel rollerl frequencyl highl andl impactl spacingl betweenl 10-12l impactsl perl foot B.l Runl lowl frequency,l highl amplitude,l andl 10-12l impactsl perl foot C.l Vibratel onlyl whenl thel liftl ofl mixl isl lessl thanl 1.25l inches D.l Bothl Al andl C E.l Bothl Bl andl C
Answer:
(B.)l Runl lowl frequency,l highl amplitude,l andl 10-12l impactsl perl foot
Q:l Ifl thel desiredl spreadl ratel isl 165l lbs/sql ydsl forl SPl mix,l whatl isl thel constructionl tolerancel forl thel layerl thickness?
Answer:
-+l 8.3l lbs/sql yds
Q:l Onl thel structurall layerl priorl tol thel frictionl course,l correctl anyl deficienciesl beforel placingl thel frictionl course.A.l Greaterl thanl 3/16" B.l Equall tol 3/16" C.l Lessl thanl 1/8" D.l Greaterl thanl 1/8"
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