Table 9 - 3Airplane Traffic and Annual Departure
Annual Departure for each
Aircraft Mix % Aircraft (^) aircraft
Total Annual
Departure
A321- 200 13.50 % 18,146
134,413^
A310- 200 13.50 % 18,146
A320- 200 8.10 % 10,887
A319- 100 13.35 % 17,944
Embraer 195 10.80 % 14,517
Embraer 175 10.80 % 14,517
A330- 300 10.80 % 14,517
B787- 8 5.40 % 7,258
A340- 200 5.40 % 7,258
A380- 800 2.70 % 3,629
B- 747 5.40 % 7,258
Note: The annual departure is 50% of the average annual demand ( 222 ,650) and service
operations (315,000), which was determined in Section 6.1, and 6.2.3 respectively
CBR value is 47, as shown in Figure 9-1.
- Design Outputs:
The airport pavement design report (Figure 9-3, Figure 9-4, and Table 9-4 ) summarize the
pavement structure, noting that the total thickness to the top of the subgrade is 379 mm, and the
design life is 20 years.