Page 282 - Planning and Design of Airports
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Geometric Design of the Airfield     243



                  Mix Index *           Exit Range from Arrival Threshold
                  0–20                  2000–4000
                  21–50                 3000–5500
                  51–80                 3500–6500
                  81–120                5000–7000
                  121–180               5500–7500

                 ∗ Mix Index is equal to the percentage of Class C aircraft plus three an aircraft with
                  a maximum certified takeoff weight in excess of class D aircraft, where a class C
                  aircraft is an aircraft with a maximum certified takeoff weight greater than
                  12,500 lb and up to 300,000 lb and a class D aircraft is an aircraft with a maxi-
                  mum certified takeoff weight in excess of 300,000 lb.
                 Source: Federal Aviation Administration [5].
                 TABLE 6-26  Exit Range Appropriate to Runways Serving Aircraft of Different
                 Arrival Mix Indices, ft



                 operations with aircraft approach category A and B aircraft, an exit
                 located between 1500 and 2000 ft from the landing threshold is rec-
                 ommended.
                    Planners often find that the runway configuration and the loca-
                 tion of the terminal at the airport often preclude placing the exits at
                 locations based on the foregoing analysis. This is nothing to be
                 alarmed about since it is far better to achieve good utilization of the
                 exits than to be too concerned about a few seconds lost in occupancy
                 time.
                    When locating exits it is important to recognize local conditions
                 such as frequency of wet pavement or gusty winds. It is far better to
                 place the exits several hundred feet farther from the threshold than
                 to have aircraft overshoot the exits a large amount of time. The stan-
                 dard deviation in time required to reach exit speed is on the order
                 of 2 or 3 s. Therefore, if the exits were placed down the runway as
                 much as two standard deviations from the mean, the loss in occu-
                 pancy time would only be 4 to 6 s. In planning exit locations at
                 specific airports, one needs to consult with the airlines relative to
                 the specific performance characteristics of the aircraft intended for
                 use at the airport.
                    The total occupancy time of an aircraft can be roughly estimated
                 using the following procedure. The runway is divided into four com-
                 ponents, namely, flight from threshold to touchdown of main gear,
                 time required for nose gear to make contact with the pavement after
                 the main gear has made contact, time required to reach exit velocity
                 from the time the nose gear has made contact with the pavement and
                 brakes have been applied, and time required for the aircraft to turn
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