Category 37 · Approach Lighting System Alignment, Survey Verification & ICAO Compliance

AGL-CS-085 — Approach Lighting Alignment Investigation

The AGL Knowledge Hub | Engineering Case Study Series. An approach-lighting alignment investigation where incorrect survey reference caused lateral centerline displacement — from runway reference verification through ALS survey, crossbar geometry inspection, construction record review, and geometric realignment.

Case ID

AGL-CS-085

Category

Approach Lighting System Alignment, Survey Verification & ICAO Compliance

Level

Expert

Case Type

Engineering Simulation

Primary Skill

Investigation of approach-lighting alignment errors and restoration of correct installation geometry

Important: This is an engineering simulation created for training. It is not presented as an actual airport incident. All readings, values, dates and outcomes are illustrative, and no airport, organisation, person or manufacturer is identified or implied.

1Case Study Overview

Following runway rehabilitation and approach-lighting cable replacement, pilots reported that the approach lighting system appeared offset from the runway centerline during final approach.

The lights were operational, intensity was acceptable, and the sequenced flashing system functioned correctly.

Because the reported problem suggested a geometric alignment error, a comprehensive investigation was initiated covering:

  • Runway centerline alignment.
  • Threshold reference position.
  • Lateral offset.
  • Longitudinal positioning.
  • Foundation elevations.
  • Crossbar alignment.
  • Sequenced flashing light alignment.
  • Survey control verification.

The investigation identified lateral displacement of the approach-lighting centerline caused by incorrect survey reference during post-construction installation, resulting in misalignment of the visual approach guidance system.

This case demonstrates that approach-lighting systems can be electrically and photometrically healthy while providing incorrect visual guidance due to installation alignment errors.

2Learning Objectives

After completing this case study, the learner should be able to:

  • Investigate ALS alignment errors.
  • Verify runway reference geometry.
  • Assess lateral and longitudinal alignment.
  • Evaluate crossbar positioning.
  • Verify foundation elevations.
  • Conduct survey-based alignment inspections.
  • Restore ICAO-compliant ALS geometry.

3System Background

An ALS installation depends on:

  • Runway centerline reference.
  • Threshold reference point.
  • Longitudinal spacing.
  • Crossbar alignment.
  • Foundation elevations.
  • Lateral offset.
  • Sequenced flashing light alignment.
  • Survey control accuracy.

Common alignment-error causes include:

  • Incorrect survey references.
  • Construction-related displacement.
  • Foundation settlement.
  • Crossbar installation errors.
  • Centerline offset.
  • Elevation changes.
  • Pavement rehabilitation.

ALS performance depends on accurate geometric alignment with the runway.

4Problem Statement

The reported condition was:

  • Approach lights operational.
  • Sequenced flashing operational.
  • Pilots reporting centerline offset.
  • Runway rehabilitation recently completed.
  • No electrical abnormalities.
Engineering Question

Has the approach-lighting system shifted relative to the runway reference geometry?

5Initial Observations

ALS operation Normal
Flashing sequence Normal
Pilot reports Consistent
Recent construction Yes
Visual appearance Slightly offset

The problem suggested a geometric installation error.

6Initial Engineering Hypotheses

The investigation considered:

Hypothesis A

Pilot visual illusion.

Hypothesis B

Runway centerline survey error.

Hypothesis C

ALS alignment error.

Hypothesis D

Crossbar displacement.

Hypothesis E

Foundation settlement.

7ALS Alignment Principle

Correct runway geometry → Correct ALS centerline → Correct visual alignment → Reliable runway acquisition → ICAO compliance
Alignment error → Centerline displacement → Incorrect visual reference → Approach alignment error → Operational degradation

ALS accuracy depends on survey accuracy.

8Test Equipment

The investigation used:

  • Total station.
  • Digital level.
  • GNSS survey equipment.
  • Laser alignment system.
  • Optical alignment telescope.
  • ICAO Annex 14 ALS reference coordinates.
  • Construction survey records.

9Investigation

Step 1: Verify Runway Reference

Survey verification confirmed:

  • Runway centerline correct.
  • Threshold reference point correct.
  • Runway coordinates accurate.

The runway reference system was healthy.

Step 2: Survey ALS Centerline

Measured lateral offset:

Required:

0.0 m

Measured:

1.35 m right of runway centerline

The ALS centerline was displaced.

Step 3: Longitudinal Position Verification

Measured longitudinal positions:

Feature Required Measured
Barrette 1 Correct Correct
Crossbar 1 Correct Correct
Crossbar 2 Correct Correct
SFL units Correct Correct

Longitudinal geometry was acceptable.

Step 4: Crossbar Alignment Inspection

Measurements showed:

  • Crossbars parallel.
  • Crossbar spacing correct.
  • Crossbar orientation correct.

Crossbars were displaced laterally with the centerline.

Step 5: Foundation Survey

Measured foundation elevations:

Variation:

Within ±12 mm

Elevations were acceptable.

Step 6: Construction Record Review

Records revealed:

  • Temporary survey control used.
  • One reference marker disturbed during pavement work.
  • ALS installation referenced to the temporary marker.

A survey-reference error was identified.

Step 7: Operational Geometry Analysis

Simulation showed:

  • Apparent runway offset.
  • Incorrect centerline guidance.
  • Increased lateral correction during final approach.
  • Pilot reports reproduced.

The geometric error explained the operational observations.

10Root Cause

Training-Case Finding

The ALS alignment error was caused by incorrect lateral installation geometry resulting from survey-reference displacement, including:

  • Disturbed survey marker.
  • Incorrect construction reference.
  • Lateral centerline displacement.
  • Post-construction installation error.

The electrical and photometric systems remained healthy.

The primary failure mechanism was incorrect geometric alignment with the runway centerline.

11Corrective Action

The engineering team:

  1. Re-established permanent survey control.
  2. Verified runway reference coordinates.
  3. Re-surveyed the ALS installation.
  4. Corrected centerline alignment.
  5. Repositioned affected foundations.
  6. Verified crossbar geometry.
  7. Verified SFL alignment.
  8. Conducted operational verification.
  9. Updated survey documentation.
  10. Completed post-realignment certification.

12Post-Repair Verification

Centerline offset0.03 m
Crossbar alignmentCorrect
Visual alignmentCorrect
Pilot observationsNormal
ICAO compliancePass

Geometric realignment restored correct ALS guidance.

13Root-Cause Analysis

Problem

Pilot reports received

Electrical system checked

Healthy

Runway surveyed

Correct

ALS surveyed

Offset

Construction records reviewed

Reference error found

ALS realigned

Operational verification

Root Cause

Survey-related ALS alignment error

Corrective Action

Restore installation geometry

14Why This Case Was Important

ALS alignment errors can cause:

  • Incorrect runway acquisition.
  • Lateral approach guidance errors.
  • Increased pilot workload.
  • ICAO non-compliance.
  • Flight inspection failures.
  • Post-construction operational problems.

Approach lighting is fundamentally a surveyed visual-guidance system.

15Engineering Lessons

01

Operational lights do not guarantee correct alignment.

Operational lights do not guarantee correct alignment.

02

Survey control is critical during ALS installation.

Survey control is critical during ALS installation.

03

Construction activities can introduce geometric errors.

Construction activities can introduce geometric errors.

04

Centerline alignment is a primary acceptance parameter.

Centerline alignment is a primary acceptance parameter.

05

Post-construction survey verification is essential.

Post-construction survey verification is essential.

16Engineer's Decision Point

You observe: Approach lights ON. Sequenced flashing normal. Pilots report the ALS appears offset from the runway centerline. Recent rehabilitation completed. What should you investigate first?

A. Replace the light fittings.
B. Increase light intensity.
C. Perform a complete survey verification of runway references, ALS centerline, crossbar geometry, foundation coordinates, and installation alignment.
D. Replace the CCR.
Correct answer: C. Operational lights with consistent pilot reports of offset indicate a geometric alignment problem. Survey verification of runway references and ALS geometry will identify the cause without unnecessary equipment replacement.

17Knowledge Check

Q1. What was the primary cause of the alignment problem?
Answer: Incorrect survey reference during installation.
Q2. Was the electrical system defective?
Answer: No.
Q3. What was the measured centerline offset?
Answer: Approximately 1.35 m.
Q4. What introduced the geometric error?
Answer: A disturbed survey control marker during construction.
Q5. What restored ICAO compliance?
Answer: Survey-based realignment of the ALS installation.

18Interview Questions

How would you investigate an ALS alignment problem?
Why is runway centerline alignment critical?
How can construction activities affect ALS geometry?
What survey measurements are required?
How would you verify crossbar alignment?
What ICAO parameters should be checked?
How would you perform post-construction verification?
How would you distinguish photometric and alignment problems?
What documentation should accompany an ALS realignment?
How would you prevent future survey-reference errors?

19Frequently Asked Questions

Quick answers about approach lighting alignment and survey errors after runway rehabilitation.

Q1What is AGL-CS-085?

AGL-CS-085 is an engineering training case study. It covers an approach lighting system that appeared offset from the runway centreline after rehabilitation and cable replacement. It is an engineering simulation created for training, not a report of an actual airport incident.

Q2Can approach lights be electrically and photometrically healthy but still give wrong guidance?

Yes. The lights were operational, intensity was acceptable and the sequenced flashing worked, but the centreline was displaced, so the visual reference was wrong.

Q3How large was the offset in AGL-CS-085?

The survey measured 1.35 m right of the runway centreline against a required 0.0 m.

Q4What else was checked and found correct?

The runway reference and threshold coordinates were correct, longitudinal positions were correct, crossbars were parallel with correct spacing, and foundation elevations were within ±12 mm.

Q5Where did the error come from?

Construction records showed temporary survey control was used and one reference marker was disturbed during pavement work. The ALS installation was referenced to that marker.

Q6What was the root cause?

Incorrect lateral installation geometry from survey-reference displacement: a disturbed marker, an incorrect construction reference and a post-construction installation error.

Q7Why does ALS accuracy depend on survey accuracy?

The approach pattern only guides pilots correctly if it is aligned with the runway centreline. A survey error shifts the whole visual reference, even when every fixture works.

Q8How was the alignment corrected?

The team re-established permanent survey control, re-surveyed the installation, corrected centreline alignment and repositioned affected foundations. They verified crossbar and SFL geometry, ran operational verification, updated survey documentation and completed post-realignment certification.

Q9What is the key lesson from this case?

After runway works, verify approach lighting geometry by survey. Electrical and photometric tests cannot detect a shifted installation.

Engineering & Expert Notes

Recheck Survey Markers Before Installation

Survey

Disturbed markers cause systematic errors. Verify them first.

Verify the Centreline Reference Independently

Reference

Use an independent check to confirm the construction reference.

Measure As-Built Positions Against the Design

Verification

Record offsets for each light to show compliance.

Include Geometry in Acceptance Tests

Acceptance

Lighting working is not enough. The pattern must be in the right place.

20Case Study Conclusion

Key Engineering Principle

Approach-lighting alignment errors are geometric installation failures caused by incorrect survey references, centerline displacement, and construction-related positioning errors, and an ALS can be electrically and photometrically healthy while still providing incorrect visual approach guidance if its installation geometry is not precisely aligned with the runway reference system.

Systematic survey verification, runway-reference measurement, centerline alignment inspection, crossbar geometry verification, foundation assessment, and operational approach validation provide a complete engineering methodology for restoring ICAO-compliant approach-lighting alignment.

In AGL engineering, the approach lighting system is not simply a row of lights leading to the runway; it is a surveyed geometric extension of the runway centerline, and every meter of alignment matters.

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