Airport Engineering For the taxiways, the following statement is true The permissible transverse grade is 1.5% The permissible rate of change of grade is 1% All listed here The maximum longitudinal grade is 3% The permissible transverse grade is 1.5% The permissible rate of change of grade is 1% All listed here The maximum longitudinal grade is 3% ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The threshold markings are All listed here Placed symmetrically on either side of the runway centre line 1 m clear space between adjacent 4 m wide All listed here Placed symmetrically on either side of the runway centre line 1 m clear space between adjacent 4 m wide ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The centre to centre spacing of heliport lighting along the periphery of landing and takeoff area should be 7.5 m 10.0 m 2.5 m 5.0 m 7.5 m 10.0 m 2.5 m 5.0 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The depressions and undulations in the pavement, are caused due to Impact of heavy wheel loads All listed here Improper compaction of sub-grade Punching effect Impact of heavy wheel loads All listed here Improper compaction of sub-grade Punching effect ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Total correction for elevation, temperature and gradient for a runway should not be more than 0.35 0.15 0.2 0.25 0.35 0.15 0.2 0.25 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Assertion A : The ratio of arriving and departing aircrafts influences the airport capacity: Reason R : Landing operation is generally given priority over the taking off operation. Select your answer based on the coding system given below: Both A and R is true and R is not the correct explanation of A A is true but R is false A is false but R is true Both A and R is true and R is the correct explanation of A Both A and R is true and R is not the correct explanation of A A is true but R is false A is false but R is true Both A and R is true and R is the correct explanation of A ANSWER DOWNLOAD EXAMIANS APP