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Interpret ERSA RDS figures
sydpilot
Topic Author
sydpilot created the topic: Interpret ERSA RDS figures
Just need some clarification on TORA, TODA, ASDA and LDA.
In this instance, I have used Gladstone RDS RWY 10 as an example.
So TODA is TORA + 60m = 2005m.
ASDA = TORA so there is no stopway.
If LDA is generally the same as TORA and suitable for the ground run of the aircraft on landing, in this instance why is LDA the result of TODA-165m. Should it not be TORA-165m?
Is the clearway of 60m taken into account for both take off and landing?