Airport Engineering According to I.C.A.O. the slope of transitional surface at right angles to the centre line of runway, is kept 1 in 6 1 in 4 1 in 5 1 in 7 1 in 6 1 in 4 1 in 5 1 in 7 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The coordinates of the ends of a runway are (5000, 5000) and (8000, 7000). The co-ordinates of another runway are (4600, 5100) and (7000, 5300). The co-ordinates of the A.R.P. are (61500, 5600) (5800, 5200) (8000, 7000) (6500, 6000) (61500, 5600) (5800, 5200) (8000, 7000) (6500, 6000) ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Total correction for elevation, temperature and gradient for a runway should not be more than 0.15 0.2 0.35 0.25 0.15 0.2 0.35 0.25 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The depressions and undulations in the pavement, are caused due to Improper compaction of sub-grade All listed here Impact of heavy wheel loads Punching effect Improper compaction of sub-grade All listed here Impact of heavy wheel loads Punching effect ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For the taxiways, the following statement is true The permissible transverse grade is 1.5% All listed here The maximum longitudinal grade is 3% The permissible rate of change of grade is 1% The permissible transverse grade is 1.5% All listed here The maximum longitudinal grade is 3% The permissible rate of change of grade is 1% ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For the proposed air port, the survey project provides Grading plan Topographic plan All listed here Master plan Grading plan Topographic plan All listed here Master plan ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS