.C .F .C .F .C .F .C .F .C .F .C .F .C .F
50 122 36 97 22 72 8 47 -6 21 -20 -4 -34 -29
49 120 35 95 21 70 7 45 -7 20 -21 -6 -35 -31
48 119 34 93 20 68 6 43 -8 18 -22 -8 -36 -33
47 117 33 91 19 66 5 41 -9 16 -23 -10 -37 -35
46 115 32 90 18 65 4 40 -10 14 -24 -11 -38 -36
45 113 31 88 17 63 3 38 -11 12 -25 -13 -39 -38
44 111 30 86 16 61 2 36 -12 10 -26 -15 -40 -40
43 110 29 84 15 59 1 34 -13 9 -27 -17 -41 -41
42 108 28 82 14 57 0 32 -14 7 -28 -18 -42 -43
41 106 27 80 13 55 -1 30 -15 5 -29 -20 -43 -45
40 104 26 79 12 54 -2 29 -16 3 -30 -22 -44 -47
39 102 25 77 11 52 -3 27 -17 2 -31 -24 -45 -49
38 100 24 75 10 50 -4 25 -18 0 -32 -25 -46 -50
37 99 23 73 9 49 -5 23 -19 -2 -33 -27 -47 -52
Wind Component Table
Note: Shaded areas exceed Maximum Demonstrated Crosswind
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MD-80 Sec. 5 Page 5
Flight Manual Continental Rev. 05/15/95 #23
TAKEOFF
NORMAL
The runway analysis for takeoff is based on stopping distance data that was determined using well rested and prepared test pilot crews in new aircraft with cold, new brakes and new tires on a dry, scrubbed clean runway. Some factors which can adversely affect a line crew in achieving optimum stopping performance are:
.
Alertness/reaction time
.
Failure to hold maximum brake pedal deflection until a stop
.
Condition/inflation of tires
.
Condition/performance of brakes
.
Runway lineup distance (not accounted for in data)
.
Acceleration rate to V1
.
Variations in winds/ use of crosswind controls
.
Wet runway (contaminated runway degradation is accounted for, but no correction is made for a wet runway. Stopping distance on a wet runway generally exceeds that for a dry runway. The possibility of hydroplaning must be considered.)
.
Buildup of rubber deposits on the runway surface
.
Accumulations of Deicing Fluid on Runway
Pilots should use the following guidance when determining whether or not a runway is wet for dispatch / performance considerations: A runway is considered wet if it has a shiny appearance and .1 inch (3mm) or less of standing water. Runways which are damp (darker in appearance than completely dry runways) but have no shiny appearance, are generally not considered wet. Concrete runways which are grooved and crowned drain well and thus are rarely considered wet except during (and not after) a moderate or greater rain shower. When more than .1 inch (3mm) of standing water is reported on the runway, standing water penalties should be taken.
Runway Analysis in Flight Departure Papers
General
ACCULOAD produces the Runway Analysis in the Flight Departure Papers. These charts provide takeoff performance data for up to seven runways for all valid power/flap combinations. Maximum runway and climb limit gross weights are given for a range of temperatures above and below the planned takeoff temperature. A range of gross weights with the associated flex temperatures and takeoff V-speeds is also included. These charts may be used to manually determine maximum allowable takeoff weights, Flex Temps, and takeoff V-speeds.
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