Page 241 - Planning and Design of Airports
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Geometric Design of the Airfield     205



                                            Airplane Design Group
                                I       II     III    IV     V       VI
             Runway width        100     100   100 a   150     150    200
                    b
             Shoulder  width       10     10     20 a   25      35     40
             Blast pad
              Width              120     120   140 a   200     220    280
              Length             100     150    200    200     400    400
             Safety area
              Width c            500     500    500    500     500    500
               Length d         1000    1000   1000   1000    1000   1000
             Object-free area
              Width              800     800    800    800     800    800
              Length d          1000    1000   1000   1000    1000   1000
             Obstacle-free zone
              Width e            400     400    400    400     400    400
              Length f           200     200    200    200     200    200

            a For airplane design group III serving aircraft with maximum certified takeoff weight
             greater than 150,000 lb, the standard runway width is 150 ft, the shoulder width is 25 ft,
             and the blast pad width is 200 ft.
            b Airplane design groups V and VI normally require stabilized or paved shoulder sur-
             faces.
            c For Airport Reference Code C-I and C-II, a runway safety area width of 400 ft is permis-
             sible. For runways designed after 2/28/83 to serve aircraft approach category D air-
             craft, the runway safety area width increases 20 ft for each 1000 ft of airport elevation
             above mean sea level.
            d From end of runway; with the declared distance concept, these lengths begin at the stop
             end of each ASDA and both ends of the LDA, whichever is greater.
            e For large aircraft the greater of 400 ft or 180 ft plus the wingspan of the most demanding
             aircraft plus 20 ft for each 1000 ft of airport elevation; for small aircraft 300 ft for preci-
             sion instrument runways, 250 ft for all other runways serving small aircraft with
             approach speeds of 50 kn or more, and 120 ft for all other runways serving small aircraft
             with approach speeds less than 50 kn.
            f Beyond the end of each runway.

            TABLE 6-8  Runway Dimensional Standards, ft—Approach Category C, D, and E
            Aircraft

                 Parallel Runway System Spacing
                 The spacing of parallel runways depends on a number of factors such
                 as whether the operations are in VMC or IMC and, if in IMC, whether
                 it is desired to have the capability of accommodating simultaneous
                 arrivals or simultaneous arrivals and departures. At those airports
                 serving both heavy and light aircraft simultaneous use of runways
                 even in VMC conditions may be dictated by separation requirements
                 to safeguard against wake vortices.
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