Highway Engineering For the construction of water bound macadam roads, the correct sequence of operations after spreading coarse aggregates is dry rolling, application of screening, wet rolling and application of filler dry rolling, wet rolling, application of screening and application of filler dry rolling, application of filler, wet rolling and application of screening dry rolling, application of screening, application of filler and wet rolling dry rolling, application of screening, wet rolling and application of filler dry rolling, wet rolling, application of screening and application of filler dry rolling, application of filler, wet rolling and application of screening dry rolling, application of screening, application of filler and wet rolling ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The desirable length of overtaking zone as per IRC recommendation is equal to three times the overtaking sight distance five times the overtaking sight distance overtaking sight distance two times the overtaking sight distance three times the overtaking sight distance five times the overtaking sight distance overtaking sight distance two times the overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Equivalent factor of passenger car unit (PCU) for a passenger car as per IRC is 1.0 2.0 10 0.5 1.0 2.0 10 0.5 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Centre line markings are used to designate traffic lanes in roadways meant for two way traffic to indicate that overtaking is not permitted to designate proper lateral placement of vehicles before turning to different directions to designate traffic lanes in roadways meant for two way traffic to indicate that overtaking is not permitted to designate proper lateral placement of vehicles before turning to different directions ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Which of the following shapes is preferred in a valley curve ? lemniscate spiral cubic parabola simple parabola lemniscate spiral cubic parabola simple parabola ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For design, that length of transition curve should be taken which is based on allowable rate of change of centrifugal acceleration smaller of (A) and (B) higher of (A) and (B) based on rate of change of super elevation based on allowable rate of change of centrifugal acceleration smaller of (A) and (B) higher of (A) and (B) based on rate of change of super elevation ANSWER DOWNLOAD EXAMIANS APP
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