Airport Engineering According to I.C.A.O. all markings on the runways are painted white and on taxiways Red Green Yellow Black Red Green Yellow Black ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The slope of the transitional surface for A, B and C type of runway shall be 0.05 0.048611111111111 0.045138888888889 0.046527777777778 0.05 0.048611111111111 0.045138888888889 0.046527777777778 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering As per ICAO, for A, B, and C type of airports, maximum effective, transverse and longitudinal grades in percentage respectively are 1.0, 1.5 and 2.0 2.0, 2.0 and 2.0 1.0, 1.5 and 1.5 1.5, 1.5 and 2.0 1.0, 1.5 and 2.0 2.0, 2.0 and 2.0 1.0, 1.5 and 1.5 1.5, 1.5 and 2.0 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The depressions and undulations in the pavement, are caused due to Punching effect Impact of heavy wheel loads Improper compaction of sub-grade All listed here Punching effect Impact of heavy wheel loads Improper compaction of sub-grade All listed here ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The threshold markings are Placed symmetrically on either side of the runway centre line 4 m wide All listed here 1 m clear space between adjacent Placed symmetrically on either side of the runway centre line 4 m wide All listed here 1 m clear space between adjacent ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering An airport has 4 gates. If the weighted average gate occupancy time is 30 minutes and gate utilization factor is 0.5, then the capacity of the gate will be 1 aircraft per hour 2 aircrafts per hour 16 aircrafts per hour 4 aircrafts per hour 1 aircraft per hour 2 aircrafts per hour 16 aircrafts per hour 4 aircrafts per hour ANSWER DOWNLOAD EXAMIANS APP
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