ASPHALT PAVING GC EXAM QUESTIONS WITH CORRECT ANSWERS 2025

ASPHALT PAVING GC EXAM QUESTIONS
WITH CORRECT ANSWERS 2025
BaseHCourseH-HCORRECTHANSWERH-
LayerHorHlayersHofHspecifiedHmaterialHofHdesignatedHthicknessHorHrateHofHapplicationHbasedHonHaHs
ubbaseHorHsubgradeHtoHsupportHtheHsubsequentHlayers



BridgeH-HCORRECTHANSWERH-OverHaHdepression;HlongerHthanH20'



TheHsubgradeHisHtheHtopH_______HofHroadbedHuponHwhichHtheHpavementHstructureHandHshoulder
sHareHconstructedH-HCORRECTHANSWERH-18"



DoHnotHuseHglassHinHtheHtopH_____HofHtheHembankmentH-HCORRECTHANSWERH-18"



ClearHandHgrubHminimumHofH____HfromHeachHedgeHofHproposedHpavementHalongHbothHlanesHandH
legsHofHinterchangeH-HCORRECTHANSWERH-30'



WhereHclearingHandHgrubbingHwithinHtheHroadwayHisHindicatedHatHaHbridgeHsite,HclearHbyHcuttingHa
llHtrees,Hstumps,Hetc.HtoHwithinH______HofHtheHgroundHorHtoHlowHwaterHinHtheHfullHwidthHofHtheHRO
WHforHaHdistanceHofH75'HbeyondHtheHbeginningHandHendHofHtheHproposedHbridgeH-
HCORRECTHANSWERH-8"




CompactHtheHsubgradeHbetweenHtheHlinesH____HinchesHoutsideHtheHareaHoccupiedHbyHtheHpavem
entHstructure,HincludingHC&GH&HSWHtoHnotHlessHthanH95%HofHmaxHdensityH-HCORRECTHANSWERH-
18"



PulverizeHbaseHcourseHmaterialHsoHthatHtheHcompletionHofHtheHmoistHmixingH100%H(byHdryHweight
)HpassesHtheH1.5"HsieveHandHaHminimumHofH_____HpassesHtheH#4Hsieve,HexclusiveHofHgravelHandHsto
neHretainedHonHtheHsieveH-HCORRECTHANSWERH-80%

,#4HsieveH-HCORRECTHANSWERH-4.75Hmm



EnsureHfinishedHsurfaceHofHbaseHvariesHneitherHthanH3/8"HfromHaHstraightHedgeH10'HlongHwhenHap
pliedHparallelHtoHtheHCLHofHtheHrd,HnoHmoreHthanH______HinchHfromHtheHtypicalHcross-
sectionHonHtheHplansH-HCORRECTHANSWERH-1/2"



ThicknessHofHcompletedHmodifiedHbaseHisHmeasuredHatHstaggeredHintervalsHnotHtoHexceedH_____H
feetHinHlengthHforHtwo-laneHroadsH-HCORRECTHANSWERH-250'



UseH_______HinHallHbaseHcoursesHasHanHanti-strippingHadditiveH-HCORRECTHANSWERH-
hydratedHlime



WhereHplansHrequiredHuniformHthicknessHofHbaseHcourseHandHtheHcontractHprovidesHforHpavemen
tHonHsqHydHbases,HthicknessHofHbaseHcourseHisHdeterminedHfromHmeasurementsHtakenHofHtheHcom
pletedHbaseHcourseHatHintervalsHnotHexceedingH_____HfeetHforHtwo-laneHroadsH-
HCORRECTHANSWERH-500'




ForHHMA,HuseHaggregatesHwithHaHcombinedHspecificHgravityHofH_____HorHlessH-
HCORRECTHANSWERH-2.90




ONHHMAHuseHpneumo-
rollersHthatHareHselfHpropelledHandHhaveHanHeffectiveHrollingHwidthHofHnotHlessHthanH_______H-
HCORRECTHANSWERH-60"




EnsureHintermediateHrollingHofHHMAHisHcompletedHbeforeHmatHtempHdropsHbelowH_____H-
HCORRECTHANSWERH-175Hdegrees




FirstHstepHinHapplyingHasphaltHsurfaceHtreatmentH(single)H-HCORRECTHANSWERH-CleanHsurface

, LastHstepHinHapplyingHasphaltHsurfaceHtreatmentH(single)H-HCORRECTHANSWERH-
RemoveHexcessHaggregate



SpreadHaggregateHforHHMAHwithinH_____HfeetHofHtheHapplicationHofHtheHemulsionH-
HCORRECTHANSWERH-200'




PlaceHasphaltHsurfaceHtreatmentH(double)HwithinH____HdaysHofHtheHbaseHcourseHbeingHprimedH-
HCORRECTHANSWERH-7




WhenHrollingHaggregateHapplicationsHforHasphaltHsurfaceHtreatmentH(double)HonHeachHtripHofHtheH
roller,HoverlapHpriorHbyH_____HtheHwidthHofHtheHrollerH-HCORRECTHANSWERH-1/2



OnHportlandHcementHpavement,HpositionHlowerHsurfaceHofHpreformedHjointHfillerHonHorHbelowHsur
faceHofHbaseHwhileHupperHsurfaceHisH_____HinchesHbelowHsurfaceHofHtheHslabH-
HCORRECTHANSWERH-1/2"




WhenHusingHsurfaceHvibratorsHonHportlandHconcrete,HensureHfrequencyHisHnotHlessHthanH______Hi
mpulsesHperHminuteH-HCORRECTHANSWERH-3500



ConstructHsubbaseHandHbaseHbeneathHconcreteHpavementHtoHincludeHareaH_____HinchesHinHwidth
HextendingHbeyondHedgesHtoHprovideHstabilityHforHpaverHtracksH-HCORRECTHANSWERH-18"




Min.HwidthHofHanyHreinforcedHconcreteHslabHisH______HfeetH-HCORRECTHANSWERH-16'



Max.HlengthHofHanyHreinforcedHconcreteHslabHisH______HfeetH-HCORRECTHANSWERH-20'



ExcludeHallHvehicleHtrafficHfromHnewlyHconstructedHconcreteHpavementHforHaHperiodHofHnotHlessHth
anH______HdaysH-HCORRECTHANSWERH-14