THE AGL ENGINEERING CENTRE by Precision AGL Academy · PAPI Calibration

PAPI Calibration, Aiming & Alignment Procedure

How PAPI is calibrated and aimed: vertical angle, horizontal alignment, unit-to-unit geometry, elevation, installation position, calibration equipment, photometry and recalibration. A PAPI can be electrically healthy and still need recalibration.

Overview

PAPI Calibration, Aiming and Alignment

PAPI calibration and aiming ensure the system gives the intended visual approach-slope indication. Performance depends on more than the units being operational: each must be at the correct location and elevation, aligned to the runway and set to the right vertical aiming angle.

Survey
Position
Elevation
Horizontal alignment
Vertical aiming
Unit-to-unit check
Photometry
Functional test
Documentation

A healthy PAPI can still need recalibration

Foundation movement, accidental impact, mechanical adjustment, runway or pavement works, threshold changes, relocation, optical-component or equipment replacement, and deterioration or movement of mounting hardware.

Calibration vs maintenance

Maintenance covers cleaning, physical, connector, transformer and electrical checks and general serviceability, and may reveal the need for recalibration. Calibration measures angles, sets vertical aiming and horizontal alignment, verifies elevation and unit-to-unit geometry, and checks optical performance.

AAI maintenance documents show regular PAPI angle checks and periodic calibration-setting checks with sighting sticks, clinometers and spirit levels. Treat these as examples; frequency comes from the airport's approved maintenance programme and contract.
Two Activities

Ground Calibration vs Flight Inspection

Ground calibration / aiming verification

Done on the airfield with surveying and aiming equipment. It establishes the physical and optical settings.

Flight inspection / flight calibration

Airborne verification by the competent authority or an approved flight-inspection organisation, where required.

AAI's operational circular on PAPI calibration (as cited) states that ground calibration is carried out before flight calibration, that flight inspection of a new PAPI installation covers items such as range, setting angles, brilliancy control and compatibility with the ILS glide path, and that calibration is required after major maintenance or developments affecting the system. AAI also operates a Flight Inspection Unit that can inspect visual glide slope indicators. Confirm against the current circular and your authority's procedure.

Ground aiming is not flight inspection. They are complementary.
Setting Angles

PAPI Aiming Angle and the 3° Geometry

The aiming angle is the elevation each light unit is set to. The four units are not set identically; different angles create the sequence 4 White → 3W/1R → 2W/2R → 1W/3R → 4 Red.

UnitTypical setting for a 3° slopeStep to next
Nearest runway3°30′20′
Second unit3°10′20′
Third unit2°50′20′
Farthest from runway2°30′—

On-course sector

The pilot's on-course indication is the angular relationship between the relevant unit beams, conventionally about 20′ of arc. ICAO-derived guidance allows widening to 30′ where harmonisation with an electronic glide path requires it. That is a design decision, not a routine maintenance change.

PAPI angle is not always 3°

3° is common but runway-specific. Indian AAI eAIP entries publish approach angle and MEHT per runway. Records should state the approved approach angle and the measured unit angles, not just "PAPI = 3°".

The 3° figures are the conventional ICAO-derived arrangement as cited. Do not copy them into a project: unit settings must come from the approved aerodrome design and the current applicable requirement. Unit labels also vary by drawing and manufacturer, so record your numbering convention on the calibration sheet.
THRESHOLD PAPI WING BAR AIMING POINT ≈ TOUCHDOWN ZONE ≈ 300 m CROSSING HEIGHT ABOVE PATHHIGH · 3–4 WHITE ON GLIDE PATH2 RED · 2 WHITE BELOW PATHLOW · 3–4 RED 3° GLIDE PATH NOT TO SCALE · SLOPE EXAGGERATED APPROACH · SIDE VIEW
Figure 1. The descent slope the PAPI marks for the pilot. Two red and two white means on the path; more white means high, more red means low.AGL Visual Encyclopedia: What is the PAPI glide path?
Interactive

PAPI Alignment Measurement Sheet

Enter your measured angles. The sheet shows the difference in minutes and, if you enter a tolerance, pass or fail.

3.00°
UnitRequiredMeasured (decimal °)DifferenceStatus
Unit 1 (nearest runway)———
Unit 2———
Unit 3———
Unit 4 (farthest)———
Required angles use the standard 30′/10′/10′/30′ offsets around the glide path you enter, with Unit 1 nearest the runway. A working aid for recording and comparing, not a source of tolerance. Enter the tolerance from your applicable specification.
Vertical Aiming

Vertical Angle, Equipment and Levelling

Clinometer / inclinometer

Measures the vertical aiming angle. AAI documents call for calibration settings to be checked with clinometers and spirit levels, and FAA maintenance guidance also checks vertical aiming with a clinometer. Use an instrument suited to the required accuracy.

Sighting stick

Used for routine angle verification where the maintenance procedure specifies it, with the device correct for the PAPI model.

Spirit level and levelling

Check the mechanical reference before measuring: spirit level, manufacturer levelling device, mounting reference, tilt indication. Aiming without levelling gives unreliable readings.

Other equipment

Survey equipment (coordinates, elevation, distance, runway relationship, foundation levels), optical or photometric equipment (intensity, distribution, colour, alignment), and the manufacturer-specific aiming tool where one is specified.

Electronic vs manual

Electronic inclinometers give digital readings, high resolution, data logging and easier documentation. Sighting sticks, mechanical clinometers and spirit levels remain useful for field verification. Choose by tolerance and manufacturer procedure.

Any instrument must be verified and within calibration. An unverified instrument makes the whole calibration result questionable.
3° SLOPE UNIT A · 3°30′ UNIT B · 3°10′ UNIT C · 2°50′ UNIT D · 2°30′ ELEVATION ANGLE PAPI UNIT INCLINOMETER ON REFERENCE SURFACE ABOVE A UNIT'S ANGLE · THAT UNIT SHOWS WHITE BELOW A UNIT'S ANGLE · THAT UNIT SHOWS RED NOT TO SCALE · ANGLES EXAGGERATED · FOUR UNITS SHOWN FROM THE SIDE AS ONE POINT APPROACH · SIDE VIEW
Figure 2. The vertical angle at which each PAPI unit’s beam changes from white to red. Four units, four angles, spread around the approach slope.AGL Visual Encyclopedia: What is the PAPI elevation angle?
Horizontal Alignment

Horizontal Alignment, Spacing and Position

Vertical aiming alone does not complete alignment. The units must also have the correct horizontal relationship with the runway centreline, the PAPI row reference and the intended approach direction. Errors come from foundation movement, impact, loose hardware, maintenance, civil works or incorrect installation.

ParameterICAO-derived design guidance (as cited)FAA AC 150/5340-30 (see Field Guide)
Unit spacingAbout 9 m between units20 to 30 ft (6 to 9 m), ±1 ft
Inner edge from runway edgeAbout 15 m ±1 mAt least 50 ft (15 m); 30 ft for small non-jet runways
The two columns differ, which is exactly why values must not be mixed. The figures are cited from secondary ICAO-derived material, so verify against ICAO Annex 14 / Doc 9157 Part 4 and your State's requirements, and let the approved project drawing control. Position also depends on runway geometry, approach angle, eye/wheel height, TCH, obstacles, clearances and runway elevation.

Verify at each visit

Unit spacing unchanged, units not moved, foundations stable, PAPI row undisturbed. Aiming cannot compensate for a wrongly positioned PAPI, so check distance from the threshold, lateral offset, elevation, runway relationship and approved coordinates.

Unit-to-unit relationship

Calibrate the four units as a system. The question is not only "is Unit 2 at its angle?" but "is Unit 2 correctly related to Units 1, 3 and 4?". Never calibrate only the unit that seems faulty.

THRESHOLD RUNWAY EXTENDED RUNWAY CENTRELINE UNIT 1 UNIT 2 UNIT 3 UNIT 4 · OUT OF AZIMUTH AZIMUTH ERROR CORRECT: PARALLEL APPROACHING AIRCRAFT NOT TO SCALE · ERROR EXAGGERATED · LINES SHOW BEAM AXIS ONLY APPROACH · PLAN VIEW
Figure 3. Turning each PAPI unit in the horizontal plane so its beam runs parallel to the runway centreline, toward the approaching aircraft.AGL Visual Encyclopedia: What is PAPI azimuth alignment?
Elevation

Elevation, Foundations, TCH and MEHT

Verify foundation elevation, unit elevation, relative elevation between units, threshold elevation and the runway reference. An angle is only meaningful when the mechanical reference is right. If the foundation settles, the unit can move vertically while an instrument zeroed to a local reference still reads correctly, changing the PAPI-to-threshold relationship.

PAPI location + elevation + aiming angle
Approach path
Threshold crossing geometry (TCH / MEHT)
Moving the PAPI or changing runway levels can require a complete engineering review. Indian AAI aeronautical information publishes MEHT per runway PAPI, which is why "set every PAPI to 3°" is inadequate.
FOUNDATION · SECTION footing, bolts, duct stub-up, earth and frangible coupling WING BAR · PLAN four footings, set out in one line to the runway GROUND LEVEL CONCRETE FOOTING COMPACTED BASE DUCT DUCT STUB-UP EARTH ROD PAPI UNIT FRANGIBLE COUPLING ANCHOR BOLTS RUNWAY U4 U3 U2 U1 EQUAL SPACING OFFSET FROM RUNWAY EDGE ONE STRAIGHT LINE ALL SET OUT FROM SURVEY SIX FOUNDATION STEPS · IN ORDER 1 SET OUT set from survey, in one line, at design offset 2 EXCAVATE to design depth, firm, compacted and drained 3 PREPARE formwork, duct, earth and bolt template in place 4 CAST concrete placed and compacted, no voids at bolts 5 LEVEL top and bolts level and true to the drawing 6 CURE + RECORD cure fully, then record as-built and mount unit
Figure 4. The footing under each PAPI unit — set out in one line, firm, level and true, carrying the anchor bolts, duct stub-up and earth connection, so the unit keeps the angle it was set to.AGL Visual Encyclopedia: What is a PAPI foundation?
Procedure

PAPI Alignment Procedure

01

Review approved design

Location, unit identification, approach angle, unit settings, elevation, spacing, tolerance.

02

Establish survey reference

Runway centreline, threshold, runway edge, PAPI reference, elevation datum.

03

Inspect foundations

Stability, level, damage, movement, anchor hardware.

04

Check horizontal alignment

The PAPI row and each unit's orientation.

05

Check unit spacing

Measure each adjacent pair.

06

Level the unit

Use the approved mechanical reference.

07

Measure vertical angle

Clinometer, inclinometer or sighting equipment.

08

Adjust

Small controlled adjustments to the approved setting.

09

Lock the adjustment

As the manufacturer specifies.

10

Repeat for all four units

Never fix only the unit that looks wrong.

11

Verify unit-to-unit relationship

Confirm the complete angular sequence.

12

Photometry

Verify optical output and beam characteristics.

13

Functional test

Confirm the complete visual indication.

14

Record results

Create the final calibration record.

Tolerances come from the applicable standard, manufacturer and project. FAA and ICAO-derived material specify their own aiming tolerances, so do not mix them. For an Indian airport use the current DGCA, AAI or project requirement.
PAPI ALIGNMENT PLAN VIEW: AZIMUTH SIDE VIEW: ELEVATION RUNWAY CENTRELINE UNIT 4 UNIT 3 UNIT 2 · DRIFTED UNIT 1 EACH UNIT AIMED PARALLEL TO THE CENTRELINE aircraft approach from the left HORIZONTAL WHITE CUT-OFF RED θ INCLINOMETER ON REFERENCE SURFACE θ SET TO THE UNIT SETTING ANGLE cut-off is the white-to-red change WHEN TO RE-ALIGN After workon lens, lamp or housing After impactor settlement of the unit When tests showdrift in angle SCHEMATIC · ANGLES EXAGGERATED · SETTINGS FROM THE STANDARD AND MANUFACTURER · NOT TO SCALE
Figure 5. Making sure each of the four units still shows its white-to-red change at the right angle and points parallel to the runway, and re-setting it when it has moved.AGL Visual Encyclopedia: How is a PAPI re-aligned?
Optical Verification

Photometric and Colour Verification

Aiming is not complete until optical performance is verified where required. A correctly aimed unit can still have an optical defect, and a photometrically healthy unit can still be wrongly aimed, so consider aiming + photometry together. Photometry may check intensity, colour, chromaticity, distribution, transition, coverage and alignment.

Beam transition

Establish that the white/red transition falls within the required angular region. Problems include a transition too high, too low, irregular or inconsistent between units, any of which should trigger optical and aiming investigation.

Colour

Visual inspection, chromaticity measurement and unit-to-unit comparison, depending on equipment and standard. AAI field-photometry specifications include colour and chromaticity in AGL and PAPI testing.

The strongest verification workflow

Mechanical calibration + survey verification + photometric verification + functional verification. Aiming alone is not enough, photometry alone is not enough, and electrical testing alone is not enough. Together they give a much stronger indication of PAPI condition.

3° GLIDE PATH A · 3°30′ B · 3°10′ C · 2°50′ D · 2°30′ TOO HIGH4 WHITE SLIGHTLY HIGH1 RED · 3 WHITE ON SLOPE2 RED · 2 WHITE SLIGHTLY LOW3 RED · 1 WHITE TOO LOW4 RED ONE UNIT · FRONT VIEW OF BEAM WHITE · ABOVE ANGLE SHARP SPLIT ≤ 3′ RED · BELOW ANGLE TRANSITION ANGLE SET PER UNIT NOT TO SCALE · ANGLES EXAGGERATED PAPI WING BAR · SIDE VIEW
Figure 6. Each PAPI unit sends out one beam, white above and red below. Four units set at slightly different angles turn that beam into a glide-path signal.AGL Visual Encyclopedia: What is the PAPI beam?
Avoid These

Common PAPI Alignment Errors

1

One unit at the wrong angle

Can distort the white/red indication.

2

Row not parallel to the runway reference

Creates horizontal alignment error.

3

Foundation settlement

Changes the elevation relationship.

4

Incorrect unit spacing

Changes the intended geometry.

5

Incorrect survey reference

Can leave all four units set wrongly.

6

Wrong unit label

A documentation error even if the physical units are correct.

7

Adjusting without rechecking all units

Leaves an inconsistent angular relationship.

8

Aiming without levelling

Gives unreliable angle measurements.

9

Unverified instrument

Makes the result questionable.

10

Adjustment not locked

The unit can move after calibration.

MISALIGNMENT · MOVED FROM DESIGNED POSITION OR AIMING MISALIGNMENT = MOVED, NOT NECESSARILY DAMAGED 1 FIXTURE Rotated on its base Tilted or off-level Beam off-axis CHECK POINT 2 BASE CAN Tilted, heaved Settled or off-position Ring not level CHECK POINT 3 PAPI Aiming angle changed Unit tilted or shifted Wrong glide indication CHECK POINT 4 APPROACH Bar off-line, tilted Post leaning Aiming moved CHECK POINT 5 SIGNS Rotated, not square Face not to viewer Leaning on support CHECK POINT MISALIGNMENT CLASSIFIED BY HOW FAR OUT AND WHAT IT AFFECTS 6 WITHIN TOLERANCE RECORD · MONITOR OUT OF TOLERANCE RE-ALIGN · RE-CHECK CRITICAL REPORT · MAKE SAFE SCHEMATIC · EXAMPLES ONLY · NOT TO SCALE
Figure 7. An asset that has moved from the position, level or aiming it was installed to — rotated, tilted, settled or re-aimed — and how an inspector decides how far out it is.AGL Visual Encyclopedia: What is misalignment?
Causes

Impact, Civil Works, Threshold Change, ILS Harmonisation

CauseWhy it matters
Vehicle or maintenance impactMay not damage a unit visibly yet cause slight angular movement, distorted mounting, foundation damage or optical displacement while it still operates. Recheck after any known impact
Civil works (pavement, resurfacing, trenching, drainage, taxiway construction, grading)Review the PAPI reference geometry afterwards
Runway threshold changeChanges distance, approach geometry, TCH, MEHT and obstacle protection, so a full PAPI engineering review may be needed
PAPI relocation (extension, threshold relocation, obstacles, geometry change)Treat as a new installation: survey, installation verification, aiming, photometry, functional testing, documentation and, where required, flight inspection
ILS or electronic glide pathHarmonise the visual and electronic paths. ICAO-derived guidance allows defined unit-setting adjustments for this, as an engineering design activity, not an informal field fix
New obstacles (structures, cranes, vegetation, temporary works)Report physical obstructions found during inspection, since PAPI must keep its relationship to the obstacle protection surface
Recalibration

When to Recalibrate and the Recalibration Workflow

Recalibration may be needed after major maintenance, unit or optical-component replacement, foundation work, physical impact, runway rehabilitation, threshold or PAPI relocation, any change affecting geometry, or abnormal photometric results. A small routine correction is not necessarily a full recalibration: the level of verification depends on what changed, why, its effect on geometry, airport procedure and authority requirement. A major change can need formal ground and flight verification.

Engineering review
Survey
Position and foundation
Horizontal alignment
Elevation
Individual aiming
Unit-to-unit check
Photometry
Functional test
Ground calibration report
Flight inspection if required
Acceptance
ALIGNMENT CHECK · SIDE VIEWOFFSETPHOTOMETERREFERENCE AXISMEASURED BEAM AXIS123451TEST MOUNTFixture fixed and levelled2REFERENCE AXISAim the fixture should have3MEASURED AXISWhere the beam actually points4OFFSETAngle between the two axes5PHOTOMETERPlaced on the reference axisSCHEMATIC · OFFSET EXAGGERATED · CHECK HORIZONTAL AND VERTICAL
Figure 8. Checking that the fixture points where it should, relative to its reference axis, before any light is measured.AGL Visual Encyclopedia: How is alignment verified?
Checklist

PAPI Calibration and Commissioning Checklist

Click an item to mark it complete.

Design

Approved drawing available
Runway and threshold data verified
Approach angle identified
Required unit settings identified
TCH and MEHT design data reviewed
0 / 5 complete

Physical and Aiming

Location, spacing and foundation verified
Elevation and horizontal alignment verified
Units 1 to 4 measured
Unit-to-unit relationship verified
Adjustment mechanisms locked
0 / 5 complete

Electrical and Optical

Circuit, transformer, connectors, cable, earthing checked
Intensity and colour verified
Chromaticity where applicable
Beam coverage and transition verified
Photometric alignment verified
0 / 5 complete

Functional and Documentation

All units operate, white and red verified
Control and brightness settings verified
Calibration sheet and survey records
Photometric report and defect list
Corrective-action records, retest and as-built records
0 / 5 complete
Records

Calibration Report and Maintenance Schedules

Report contents

Project (airport, runway, PAPI ID, date, conditions); reference data (threshold, position, elevation, approved angle, unit settings); survey (coordinates, elevations, spacing, horizontal alignment); aiming (required, measured, difference, adjustment); photometry; functional test; corrective work (defect, action, retest); final status (accepted, accepted with observations, or corrective work outstanding). Do not pre-fill a universal angle into forms.

AAI schedule examples

One cited AAI schedule has routine serviceability and visual checks for damage or displacement, weekly angle checks with a sighting stick, half-yearly calibration-setting checks with clinometer and spirit level, and earthing, cable-insulation and isolating-transformer connection checks. Another includes recurring angle calibration and checks of wiring, earthing and remote control. Use these as examples only.

Services

PAPI Calibration Support

Precision AGL Solutions supports PAPI calibration as a specialist engineering service. This covers ground calibration work only; formal airborne flight inspection is performed by the competent authority or an approved organisation.

PAPI surveyPosition verificationElevation verificationHorizontal alignmentVertical aimingUnit-to-unit calibrationPAPI photometryColour verificationBeam alignmentPost-maintenance recalibrationPAPI commissioningGround calibration documentationFlight-inspection readiness support
Talk to our engineers
Final Engineering Perspective

PAPI calibration is a geometry and optical-performance exercise. Never copy a setting into a project without checking the approved design and current requirements.

Correct position. Correct elevation. Correct alignment. Correct aiming. Verified optics. Documented result.

Test Yourself

Quick Knowledge Check

Q1. Which statement about PAPI calibration is correct?

A. Ground aiming and flight inspection are the same
B. Ground calibration comes first, and flight inspection is a separate airborne verification
C. Flight inspection replaces ground work
D. Neither needs records

Q2. One PAPI unit looks wrong. What should you do?

A. Adjust only that unit and stop
B. Check all four units and their unit-to-unit relationship
C. Replace all units
D. Increase intensity

Q3. Why record "approved approach angle" and "measured unit angles" separately?

A. PAPI is always 3°
B. The angle is runway-specific, and each unit has its own setting
C. Tolerance is universal
D. It saves paper

Q4. A foundation settles. What can happen?

A. Nothing, the clinometer reads correctly
B. The unit moves vertically and the PAPI-to-threshold relationship changes even if a local angle reads right
C. Colour changes
D. The CCR fails

Q5. Which should set the tolerance for an Indian airport PAPI?

A. A mix of FAA and ICAO values
B. The current DGCA, AAI or project requirement
C. The instrument maker only
D. A web article
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FIELD PRACTICE

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STANDARDS

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INDIA

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FAQ

PAPI Calibration FAQ

Q1How is PAPI calibrated?

Calibration verifies the approved position, elevation, horizontal alignment, unit spacing and individual vertical aiming angles, followed by photometric and functional verification. Formal flight inspection, where required, is separate.

Q2What equipment is used to calibrate PAPI?

Typically a calibrated clinometer or inclinometer, spirit level, sighting stick, survey equipment and suitable photometric equipment, plus the manufacturer's aiming equipment where specified.

Q3What is the PAPI angle?

There is no single universal angle. 3° is common, with a conventional ICAO-derived four-unit arrangement of 3°30′, 3°10′, 2°50′ and 2°30′. Project settings come from the approved design.

Q4Are all four PAPI units set at the same angle?

No. Their vertical aiming angles are deliberately different to create the white/red sequence.

Q5What is the standard angle for a 3° PAPI?

The conventional ICAO-derived settings are 3°30′, 3°10′, 2°50′ and 2°30′, from the unit nearest the runway to the farthest.

Q6Can the PAPI angle be changed during maintenance?

Only under the approved maintenance and design procedure, never just to make the lights look aligned.

Q7What is PAPI horizontal alignment?

The positioning and orientation of the PAPI row and individual units relative to the runway reference.

Q8What happens if one PAPI unit is misaligned?

Its white/red transition occurs at the wrong elevation, changing the indication presented to the pilot.

Q9Does PAPI calibration include photometry?

A complete verification should include photometry where required, but they measure different things: aiming establishes geometry and photometry verifies optical performance.

Q10When should PAPI be recalibrated?

After major maintenance, relocation, runway or threshold developments, physical impact, foundation changes or other work affecting geometry. AAI's circular calls for calibration after major maintenance or developments affecting PAPI.

Q11Is PAPI ground calibration the same as flight inspection?

No. Ground calibration sets the physical and optical settings. Flight inspection is airborne verification where the authority or procedure requires it.

Q12Does PAPI need calibration after runway resurfacing?

It may. Any change affecting runway elevation, threshold geometry or the PAPI-to-runway relationship should trigger an engineering assessment.

Q13What is the difference between PAPI aiming and alignment?

Aiming is mainly the vertical optical angle of each unit. Alignment is broader: horizontal orientation, position, spacing and the relationship between the four units.

Field Insight

Engineering & Expert Notes

Use Calibrated Instruments
Equipment

Record instrument identity and calibration date with the measurement.

Confirm Reference Points
Reference

Establish and document the reference used for angle measurement so it can be repeated.

Ground Calibration Is Not a Flight Check
Verification

Understand what each activity verifies and what it does not.

Follow a Written Procedure
Procedure

A defined sequence reduces errors and makes results comparable.

Check Photometry After Alignment
Photometry

Alignment does not guarantee intensity or colour. Verify both.

Issue a Complete Calibration Report
Report

Include measurements, conditions and corrective actions.

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