AIM 4-3-3

It is recommended that aircraft enter the airport traffic pattern at one of the following altitudes listed below. These altitudes should be maintained unless another traffic pattern altitude is published in the Chart Supplement or unless otherwise required by the applicable distance from cloud criteria (14 CFR section 91.155). (See FIG 4-3-2 and FIG 4-3-3 ): Propeller-driven aircraft enter the traffic pattern at 1,000 feet above ground level (AGL).

Large and turbine-powered aircraft enter the traffic pattern at an altitude of not less than 1,500 feet AGL or 500 feet above the established pattern altitude.

Helicopters operating in the traffic pattern may fly a pattern similar to the fixed-wing aircraft pattern, but at a lower altitude (500 AGL) and closer to the runway. This pattern may be on the opposite side of the runway from fixed-wing traffic when airspeed requires or for practice power-off landings (autorotation) and if local policy permits. Landings not to the runway must avoid the flow of fixed wing traffic.

A pilot may vary the size of the traffic pattern depending on the aircraft's performance characteristics. Pilots of en route aircraft should be constantly alert for aircraft in traffic patterns and avoid these areas whenever possible.

Unless otherwise indicated, all turns in the traffic pattern must be made to the left, except for helicopters, as applicable.

On Sectional, Aeronautical, and VFR Terminal Area Charts, right traffic patterns are indicated at public-use and joint-use airports with the abbreviation “RP” (for Right Pattern), followed by the appropriate runway number(s) at the bottom of the airport data block. EXAMPLE-

RP 9, 18, 22R

NOTE-

Pilots are encouraged to use the standard traffic pattern. However, those pilots who choose to execute a straight-in approach, maneuvering for and execution of the approach should not disrupt the flow of arriving and departing traffic. Likewise, pilots operating in the traffic pattern should be alert at all times for aircraft executing straight-in approaches.

REFERENCE-

AC 90-66, Non-Towered Airport Flight Operations.

NOTE-

NOTE-

Wind conditions affect all airplanes in varying degrees. Figure 4-3-4 is an example of a chart used to determine the headwind, crosswind, and tailwind components based on wind direction and velocity relative to the runway. Pilots should refer to similar information provided by the aircraft manufacturer when determining these wind components. FIG 4-3-3 Traffic Pattern Operations Single Runway

EXAMPLE-

Key to traffic pattern operations

Enter pattern in level flight, abeam the midpoint of the runway, at pattern altitude.

Maintain pattern altitude until abeam approach end of the landing runway on downwind leg.

Complete turn to final at least 1 / 4 mile from the runway.

Continue straight ahead until beyond departure end of runway.

If remaining in the traffic pattern, commence turn to crosswind leg beyond the departure end of the runway within 300 feet of pattern altitude.

If departing the traffic pattern, continue straight out, or exit with a 45 degree turn (to the left when in a left-hand traffic pattern; to the right when in a right-hand traffic pattern) beyond the departure end of the runway, after reaching pattern altitude.

FIG 4-3-3 Traffic Pattern Operations Parallel Runways

EXAMPLE-

Key to traffic pattern operations

Maintain pattern altitude until abeam approach end of the landing runway on downwind leg.

Complete turn to final at least 1 / 4 mile from the runway.

Continue straight ahead until beyond departure end of runway.

If remaining in the traffic pattern, commence turn to crosswind leg beyond the departure end of the runway within 300 feet of pattern altitude.

If departing the traffic pattern, continue straight out, or exit with a 45 degree turn (to the left when in a left-hand traffic pattern; to the right when in a right-hand traffic pattern) beyond the departure end of the runway, after reaching pattern altitude.

Do not overshoot final or continue on a track which will penetrate the final approach of the parallel runway.

Do not continue on a track which will penetrate the departure path of the parallel runway.

FIG 4-3-3 Headwind/Tailwind/Crosswind Component Calculator