Page 77 - UK ADR Aerodrome Regulations (Consolidated) October 2021
P. 77

Part OPS - ANNEX IV - Operations Requirements - Aerodromes


                                                   (i)  Rigid pavement: Code R;
                                                   (ii)  Flexible pavement: Code F;
                                               (2) Subgrade strength category:
                                                   (i)  High strength: characterised by K = 150 MN/m3 and representing all K values
                                                      above 120 MN/m3 for rigid pavements, and by CBR = 15 and representing all
                                                      CBR values above 13 for flexible pavements — Code A;
                                                   (ii)  Medium strength: characterised by K = 80 MN/m3 and representing a range
                                                      in K of 60 to 120 MN/m3 for rigid pavements, and by CBR = 10 and
                                                      representing a range in CBR of 8 to 13 for flexible pavements — Code B;
                                                  (iii)  Low strength: characterised by K = 40 MN/m3 and representing a range in K
                                                      of 25 to 60 MN/m3 for rigid pavements, and by CBR = 6 and representing a
                                                      range in CBR of 4 to 8 for flexible pavements — Code C;
                                                  (iv) Ultra low strength: characterised by K = 20 MN/m3 and representing all K
                                                      values below 25 MN/m3 for rigid pavements, and by CBR = 3 and
                                                      representing all CBR values below 4 for flexible pavements — Code D;
                                               (3) Maximum allowable tire pressure category:
                                                   (i)  Unlimited: no pressure limit — Code W;
                                                   (ii)  High: pressure limited to 1.75 MPa — Code X;
                                                  (iii)  Medium: pressure limited to 1.25 MPa — Code Y;
                                                  (iv) Low: pressure limited to 0.50 MPa — Code Z;
                                               (4) Evaluation method:
                                                   (i)  Technical evaluation: representing a specific study of the pavement
                                                      characteristics and application of pavement behaviour technology — Code T;
                                                   (ii)  Using aircraft experience: representing a knowledge of the specific type and
                                                      mass of aircraft satisfactorily being supported under regular use — Code U;
                                           (d)  The bearing strength of a pavement intended for aircraft of apron (ramp) mass equal to or
                                              less than 5 700 kg, should be reported by reporting the following information:
                                               (1) maximum allowable aircraft mass; and
                                               (2) maximum allowable tire pressure.
                                      PRE-FLIGHT ALTIMETER CHECK LOCATION
                                           (a)  One or more pre-flight altimeter check locations should be established.
                                           (b)  The elevation of a pre-flight altimeter check location should be given as the average
                                              elevation, rounded to the nearest metre or foot, of the area on which it is located. The
                                              elevation of any portion of a pre-flight altimeter check location should be within 3 m (10 ft)
                                              of the average elevation for that location.
                                           (c)  Pre-flight check location could be located on an apron. Locating a pre-flight altimeter
                                              check location on an apron enables an altimeter check to be made prior to obtaining taxi
                                              clearance and eliminates the need for stopping for that purpose after leaving the apron.
                                              Normally an entire apron could serve as a satisfactory altimeter check location.
                                      DECLARED DISTANCES
                                           (a)  The following distances should be calculated to the nearest metre or foot for a runway
                                              and reported to the aeronautical information services and Air Traffic Services:
                                               (1) Take-off run available (TORA);
                                               (2) Take-off distance available (TODA);
                                               (3) Accelerate stop distance available (ASDA); and
                                               (4) Landing distance available (LDA).
                                           (b)  The take-off run available (TORA), take-off distance available (TODA), accelerate stop
                                              distance available (ASDA) and landing distance available (LDA) should be calculated
                                              according to the following (all declared distances are illustrated for operations from left to
                                              right):
                                               (1) Where a runway is not provided with a stopway or a clearway and the threshold is
                                                  located at the extremity of the runway, the four declared distances should normally
                                                  be equal to the length of the runway
                                               (2) When a runway is provided with a clearway (CWY), then the TODA will include the
                                                  length of clearway.
                                               (3) Where a runway is provided with a stopway (SWY), then the ASDA will include the
                                                  length of stopway.
                                               (4) Where a runway has a displaced threshold, then the LDA will be reduced by the
                                                  distance the threshold is displaced. A displaced threshold affects only the LDA for
                                                  approaches made to that threshold; all declared distances for operations in the
                                                  reciprocal direction are unaffected.
                                               (5) Where a runway is provided with more than one of the clearway, stopway, or having
                                                  a displaced threshold, then more than one of the declared distances will be
                                                  modified. The modification will follow the same principle as in (1)-(4)
                                           (c)  The information on declared distances should be provided according to the following
                                              table:
                                              If a runway direction cannot be used for takeoff or landing, or both because it is
                                              operationally forbidden, then this should be declared and the words ‘not usable’ or the
                                              abbreviation ‘NU’ entered.
                                           (d)  When intersection take-offs are performed, the datum line from which the reduced
                                              runway declared distances for take-off are determined, should be defined by the
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