AGL Component Library By Precision AGL Academy

Approach Light Structure

The physical support infrastructure that elevates and positions approach lighting fixtures, including frangible poles, masts, towers, and mounting bases. These structures are designed to withstand environmental loads while ensuring safe breakaway performance on aircraft impact, providing the essential foundation for reliable approach lighting systems.

Approach Light Structure

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Overview

What Is It?

An Approach Light Structure is the physical support system that elevates and positions approach lighting fixtures (such as centreline lights, barrettes, crossbars, and sequenced flashing lights) at the correct height and orientation above the ground or pavement. These structures include frangible poles, masts, towers, base plates, and mounting hardware, and are designed to meet stringent safety and performance requirements. The primary function of the structure is to hold the light fixture at the required height (typically 0.3–1.0 m above ground for elevated lights) and at the precise angle to project the light beam towards approaching aircraft.

A critical design feature of approach light structures is frangibility — the ability to break away cleanly on impact with an aircraft, minimising damage to the aircraft and preventing catastrophic incidents. Structures are typically made from lightweight but strong materials such as aluminium, composite materials, or high‑strength steel, with frangible couplings designed to shear under a specified load. The structure must also withstand environmental loads including wind, ice, snow, and thermal expansion, while maintaining precise alignment of the light fixture.

Purpose

Purpose & Function

The approach light structure's purpose is to hold each fixture at the exact height, angle, and position the approach lighting design calls for — since the whole system's value to a pilot depends on the crossbars, barrettes, and centreline lights forming a precise, repeatable visual pattern that indicates distance, alignment, and glide path. If a structure allowed a fixture to sag, tilt, or shift over time, the visual pattern the pilot relies on would become distorted exactly where accuracy matters most, on final approach in low visibility. Its frangible design serves a second, equally critical purpose alongside this positioning role: ensuring that the same structure holding the fixture precisely in place under normal conditions will still break away safely if an aircraft strikes it, so structural rigidity during normal operation and safe failure on impact are both designed into the same component rather than being in tension with each other.

Application

Where Is It Used?

Approach light structures are deployed in approach lighting systems wherever elevated fixtures are required. They are used in:

  • ALSF‑1 and ALSF‑2 systems – supporting centreline, crossbar, barrette, and SFL fixtures for CAT I, II, and III precision approaches.
  • MALSF and MALSR systems – providing elevated support for medium‑intensity approach lighting.
  • Calvert I and II systems – supporting the characteristic barrette and crossbar configurations.
  • Runways with snow or uneven terrain – where elevated structures are preferred over inset fixtures.
  • Major international airports – requiring robust, reliable support for critical approach lighting.
  • Military airbases – where rugged and easily maintainable structures are essential.
  • Temporary or expeditionary airfields – where lightweight, modular structures are used for rapid deployment.
Placement

Installation & Location

Approach light structures are erected at each fixture station along the extended runway centreline, set out from the approach lighting survey so distance from the threshold, lateral offset, and height all match the design for the specific ALS configuration. Foundations or ground anchors are sized for the structure's height and the wind loading it will see, and the structure itself sits within the terrain the approach lighting system crosses — which may include roads, wetlands, or uneven ground beyond the paved airfield — so access for construction and later maintenance is planned alongside the lighting layout itself. Each structure carries its crossbar, barrette, or SFL unit on frangible supports at the top, with cabling routed up from an underground or nearby junction box, and structures are spaced and aligned so the completed array reads as a coherent line of guidance from the approach.

Function

How Does It Work?

Approach light structures operate by providing a stable, accurately positioned mounting platform for light fixtures, while incorporating safety features:

  • Support and Elevation: The structure elevates the light fixture to the required height above ground (typically 0.3–1.0 m) to ensure the light beam clears snow, grass, or pavement irregularities, and is correctly oriented towards the approach path.
  • Frangible Coupling: A breakable coupling is incorporated at the base or at a point near the ground. This coupling is designed to shear when subjected to a specific impact force (e.g., from an aircraft wing or landing gear), allowing the structure to break away cleanly and minimise damage to the aircraft.
  • Alignment and Orientation: The structure includes adjustment mechanisms (e.g., slotted holes, levelling screws) that allow precise alignment of the light fixture in both horizontal and vertical planes. This ensures the light beam is directed accurately towards the approach path.
  • Load Resistance: The structure is designed to withstand environmental loads including wind (up to 150 mph or more), ice accumulation, snow, and thermal expansion. The materials and cross‑section are chosen to provide adequate strength while remaining light enough to break away on impact.
  • Cable Management: The structure often includes integrated cable ducts or clips to route the electrical cables from the ground to the light fixture, protecting them from environmental damage and maintaining a tidy installation.
  • Corrosion Protection: Structures are typically galvanised, anodised, or coated with corrosion‑resistant finishes to withstand the harsh outdoor environment, including de‑icing chemicals and salt spray.
  • Grounding and Lightning Protection: The structure provides a path for lightning current to safely discharge to earth, with grounding terminals and connections to the airfield earth network.

Six engineering functions combined in a single mounting structure

Elevation

Raises fixture 0.3–1.0 m clear of snow and ground irregularities

Alignment

Slotted holes and levelling screws aim the beam at the approach path

Frangible Break Point

Shears cleanly on impact (2,500–5,000 N), minimising aircraft damage

Load Resistance

Withstands wind up to 150 mph, ice, and thermal expansion

Cable Management

Integrated ducts/clips route and protect cabling to the fixture

Grounding

Discharges lightning current safely to the airfield earth network

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Stable, Aligned & Safe Mounting Platform

One structure holds the fixture correctly positioned while staying safe to strike

Architecture

System Architecture & Control Logic

The structure itself carries no control logic — it is the mechanical means by which a fixture's designed photometric output is actually delivered at the correct height, aim, and offset the CCR's fixed current step assumes. Because loop-level control sets every fixture on a circuit to the same commanded intensity, the control system has no way to compensate for a fixture that is misaligned or mounted at the wrong height; the structure's levelling and adjustment features are what make the assumption of uniform performance across a loop valid in practice. Its frangible coupling is the deliberate exception to "stable" — it is engineered to be the electrical loop's designated failure point as well as the structure's, so that an aircraft strike registers as a single, predictable open-circuit event on the CCR rather than as unpredictable damage propagating into the cable or transformer. In that sense the structure defines where, mechanically, a fault is allowed to happen, while the CCR and ALCMS define how that fault is reported once it does.

Construction

Physical Construction

The structure is built from aluminium alloy, galvanised steel, or composite fibreglass sections rising 0.3–1.0 m above grade (up to 3 m for sequenced flashing light towers), anchored to a base plate on a concrete foundation or set into a base can embedded in the pavement. Hot-dip galvanising, anodising, or a polymer coating protects the base material against corrosion, and the structure is engineered to hold its alignment under wind loads up to 150 mph gust and up to 13 mm of radial ice without deflecting the fixture off its aim point. The frangible coupling — the section's designed weak point — shears at a specified 2,500–5,000 N load, letting the pole and fixture break away cleanly on impact rather than transmitting force into the foundation. Cable enters through an integrated gland or conduit sized for the 6.6A series circuit, a grounding terminal ties the structure into the site earthing system, and a standard flange or bracket at the top accepts the 100–200W fixture the structure is built to support.

Specification

Technical Parameters

ParameterTypical Value
MaterialAluminium alloy, galvanised steel, composite materials (fibreglass)
Height0.3–1.0 m (typical); up to 3 m for some SFL towers
Frangible Coupling Break LoadTypically 2,500–5,000 N (shear) per FAA/ICAO requirements
Wind Load ResistanceUp to 150 mph (240 km/h) with 3‑second gust
Ice Load CapacityUp to 13 mm radial ice with wind
Corrosion ProtectionHot‑dip galvanising (steel), anodising (aluminium), or polymer coating
Mounting BaseBase plate with anchor bolts, or base can embedded in concrete
Fixture AttachmentStandard flange or bracket for 100‑200W light fixtures
Cable EntryIntegrated gland or conduit entry for 6.6A series circuit cables
Grounding TerminalProvision for grounding conductor attachment
Operating Temperature‑40°C to +70°C
ComplianceFAA AC 150/5345‑46, ICAO Annex 14, IEC 61822
Compliance

Applicable Standards

ICAO Annex 14

Frangibility requirements for approach light structures

FAA AC 150/5345-46

Specification for Runway, Taxiway, Heliport, and Vertiport Light Fixtures (fixture/support attachment)

FAA AC 150/5220-23A

Frangible Connections — fuse bolts, frangible couplings, tear-through fasteners for airfield safety areas

IEC TS 61827

Characteristics of inset and elevated luminaires used on aerodromes and heliports (mechanical/environmental performance; IEC 61822 covers CCRs, not luminaires or support structures, so it is not cited here)

Prerequisites

Installation Requirements

Foundation Construction
Civil

Cast the concrete foundation or set the base can to design position and depth, sized for the anticipated wind and ice loading the structure will carry.

Anchor Bolt Setting & Torquing
Mechanical

Set anchor bolts to the foundation's setout pattern and torque the base plate to the manufacturer's specification once the concrete has cured.

Mast/Tower Erection & Plumb Check
Mechanical

Erect the structure and confirm it stands plumb within tolerance before fixtures are mounted, since any lean compounds into beam-aiming error at height.

Frangible Coupling Installation
Mechanical

Install and torque the frangible coupling per specification, confirming its designed shear threshold (2,500–5,000 N) so it breaks away cleanly on impact without transmitting force to the foundation.

Cable Gland/Conduit Installation
Electrical

Install the integrated gland or conduit sized for the 6.6A series circuit, routing cable up the structure to the fixture-mounting flange.

Earthing Terminal Connection
Electrical

Connect the structure's grounding terminal into the site earthing system, confirming continuity before the fixture is mounted.

Pre-Fixture Sign-off
Documentation

Record foundation position, anchor torque, plumb readings, and frangible coupling torque as-built before the fixture is mounted on the structure.

Verification

Testing & Commissioning

Foundation & Anchor Bolt Torque Check
Pre-Energisation

Verify anchor bolts are torqued to the manufacturer's specification and the foundation meets as-built tolerances before the structure carries any fixtures.

Plumb & Verticality Check
Pre-Energisation

Confirm the mast or tower stands plumb within tolerance before fixtures are mounted, since any lean compounds into beam-aiming error at height.

Frangibility Verification
Pre-Energisation

Confirm the frangible coupling or base is correctly installed and torqued per specification to deliver its designed breakaway behaviour.

Height & Elevation As-Built Check
Final Acceptance

Survey the structure's fixture-mounting height against the design elevation, confirming it delivers the correct beam geometry for the approach.

Fixture Mounting & Alignment Check
Final Acceptance

Confirm every fixture mounted on the structure is aligned to its design aim point once the structure is in its final position.

Corrosion Protection Inspection
Final Acceptance

Inspect galvanising or coating on the structure for damage from installation and transport, confirming full corrosion protection before handover.

Documentation & As-Built Sign-off
Final Acceptance

Record torque values, plumb/height readings, and fixture alignment results in the commissioning dossier for handover.

Upkeep

Inspection & Maintenance

Frangible Coupling Inspection
Annual

Inspect the coupling for corrosion, cracking, or deformation, replacing per manufacturer schedule (typically every 5-10 years).

Alignment Check
Semi-annual

Verify structure alignment with a theodolite or laser system, especially after heavy rain or thaw that could cause ground settlement.

Hardware Corrosion Inspection
Annual

Check base plates, anchor bolts, and mounting hardware for corrosion, re-coating or replacing with stainless steel where needed.

Bird Deterrent & Lens Cleaning
Semi-annual

Clean lenses of bird droppings and check deterrents such as spikes remain effective at preventing perching and nesting.

Grounding Resistance Test
Annual

Test grounding conductor resistance to confirm adequate lightning protection for the structure and its electronics.

Snow & Ice Clearance
As needed (winter)

Clear accumulated snow and ice from the structure to prevent added weight from causing leaning or collapse.

Field Notes

Common Field Issues

Frangible Coupling Fatigue and Corrosion

The frangible coupling is the most critical component of the structure. Over time, exposure to vibration, wind loading, and environmental corrosion can degrade the coupling material, altering its breakaway load characteristics. Regular inspection of couplings for corrosion, cracking, or deformation is essential, with replacement per manufacturer schedules (typically every 5–10 years).

Alignment Drift from Ground Settlement

Approach light structures can sink or tilt over time due to ground settlement, frost heave, or erosion. This alters the beam direction, reducing the effectiveness of the light. Regular alignment checks using a theodolite or laser system are essential, especially after periods of heavy rain or thaw.

Corrosion of Bolts and Base Hardware

Base plates, anchor bolts, and mounting hardware are exposed to de‑icing chemicals and moisture, which can cause galvanic corrosion or rust. Regular inspection and re‑coating with protective paint or grease are recommended. Stainless steel hardware is preferred in aggressive environments.

Bird Perching and Nesting

Birds often perch on elevated structures, and their droppings can contaminate the light fixture lenses. Additionally, nesting materials can block drainage or cause short circuits. Bird deterrents such as spikes or repellent coatings may be needed, along with regular cleaning.

Lightning Damage and Inadequate Grounding

Approach light structures are vulnerable to lightning strikes. Inadequate grounding or corroded connections can lead to damage to the fixture or control electronics. Regular testing of grounding resistance and inspection of grounding conductors are essential.

Snow and Ice Accumulation

In cold climates, snow and ice can accumulate on the structure, adding weight and potentially causing leaning or collapse. The structure must be cleared regularly, and the design should include smooth, non‑absorbent surfaces to minimise accumulation.

Diagnostics

Troubleshooting Guide

Coupling Breaks at an Unexpected Load, or Fails to Break on Impact
Likely Cause
Vibration, wind loading, and environmental corrosion have degraded the frangible coupling material, altering its breakaway characteristics.
Diagnostic Steps
Inspect the coupling for corrosion, cracking, or deformation, and check its age against the manufacturer's replacement interval (typically 5-10 years).
Corrective Action
Replace the coupling per the manufacturer's schedule, or immediately if corrosion or deformation is found.
Beam Direction Drifting Off Target
Likely Cause
Ground settlement, frost heave, or erosion has caused the structure to sink or tilt over time.
Diagnostic Steps
Conduct an alignment check using a theodolite or laser system, especially after heavy rain or a thaw period.
Corrective Action
Re-align the structure to the design beam direction, and address the underlying settlement or drainage issue if it is likely to recur.
Rust or Corrosion Found on Base Hardware
Likely Cause
De-icing chemicals and moisture have caused galvanic corrosion or rust on base plates, anchor bolts, or mounting hardware.
Diagnostic Steps
Inspect base hardware for corrosion, and check whether stainless steel hardware is fitted in this aggressive environment.
Corrective Action
Clean and re-coat hardware with protective paint or grease, and upgrade to stainless steel hardware where corrosion is recurring.
Lens Contaminated by Bird Droppings or Fixture Shorted by Nesting Material
Likely Cause
Birds have perched or nested on the elevated structure, contaminating lenses or blocking drainage/electrical components.
Diagnostic Steps
Inspect the structure and fixture for droppings, nesting material, or blocked drainage.
Corrective Action
Clean the fixture and clear nesting material, and install bird deterrents (spikes or repellent coatings) if the issue recurs.
Fixture or Control Electronics Damaged After a Storm
Likely Cause
Inadequate grounding or a corroded grounding connection allowed lightning damage to reach the fixture or electronics.
Diagnostic Steps
Test grounding resistance and inspect grounding conductors for corrosion or damage following any known lightning activity.
Corrective Action
Repair or replace damaged grounding conductors and connections, and re-test resistance before returning the structure to service.
Structure Leaning Under Snow/Ice Load
Likely Cause
Accumulated snow and ice have added weight beyond the structure's normal design load.
Diagnostic Steps
Inspect the structure for leaning or stress signs after snow/ice events, and check whether regular clearing has been carried out.
Corrective Action
Clear snow and ice from the structure, and reinforce the clearing schedule for future cold-weather periods.
Reliability

Failure Modes & Root Causes

Fixture Position Sag / Tilt Distorting the Visual Pattern
High Severity
Root Cause
Structural fatigue, corrosion, or foundation movement gradually letting a fixture sag, tilt, or shift from its design position.
Effect
The precise, repeatable visual pattern the approach lighting system depends on becomes distorted exactly where accuracy matters most, on final approach in low visibility.
Detection Method
Position and level survey of fixtures against the approach lighting design drawing during scheduled inspection.
Frangible Design Failing to Break Cleanly on Impact
High Severity
Root Cause
Corrosion or an out-of-specification breakaway point that no longer fractures as designed when struck.
Effect
The structure remains a fixed obstacle after a strike, risking damage to the aircraft that struck it instead of breaking away safely as intended.
Detection Method
Periodic fracture-load verification or coupling condition inspection at the structure's designed breakaway points.
Foundation Settlement / Corrosion of Structural Members
Medium Severity
Root Cause
Ground settlement under the foundation, or corrosion of structural steel members from years of ground moisture and weather exposure.
Effect
Gradual loss of the rigidity the structure needs to hold fixtures precisely in place under normal operating conditions.
Detection Method
Foundation and structural member condition inspection during scheduled maintenance.
Cable Routing Damage Along the Structure
Medium Severity
Root Cause
Chafing or mechanical damage to cables routed along the structure from vibration, wildlife, or repeated handling during maintenance.
Effect
Intermittent operation or a fault at the fixture the damaged cable segment feeds.
Detection Method
Visual inspection of cable routing and fixing points along the structure during scheduled maintenance.
Fastener Loosening From Vibration
Low Severity
Root Cause
Wind-induced vibration gradually working structural or fixture-mounting fasteners loose over time.
Effect
Minor fixture misalignment or an increased risk of a fastener-related fault developing if left unaddressed.
Detection Method
Fastener torque check as part of scheduled structural inspection.
Precautions

Safety & Operational Notes

Frangibility Not to Be Defeated
Mechanical

Never reinforce, guy, or otherwise stiffen a frangible pole, mast, or tower beyond its design, and never substitute a frangible coupling with a rigid fitting; the structure must break away cleanly at its designed load.

Series Circuit Isolation
Electrical Safety

De-energise and lock out the circuit and verify zero energy before working on any fixture, cabling, or base connection on the structure.

Working at Height
Personnel Safety

Use appropriate fall protection and stable access equipment when working on masts or towers, and account for wind, ice, and thermal loading affecting both the structure and access equipment.

Off-Airport Corridor Access
Operational

Approach light structures frequently sit outside the airport perimeter over roads, wetlands, or private land; confirm access arrangements and any traffic-management needs before dispatching a crew.

NOTAM for Approach Lighting Outage
Operational

Raise a NOTAM before taking a structure or its fixtures out of service, since degraded approach lighting can restrict approach minima or precision approach categories.

Verify Height & Alignment After Work
Compliance

Confirm fixture height and beam angle are restored to the design specification before closing out the work, since even small deviations can misdirect the light beam relative to the approach path.

FOD Control
Operational

Account for all tools, fasteners, and materials used at height, and clear the base area completely before reopening it to any nearby movement area or roadway.

Field Insight

Engineering & Expert Notes

Height and Angle Tolerance Compound Over the Full Array
Alignment

A single structure a few millimetres out of height or a degree out of angle may be within individual tolerance, but small consistent errors across many structures in an array can produce a visibly uneven approach light pattern. Survey the array as a set, not just structure by structure.

Frangibility and Structural Rigidity Are Deliberately in Tension
Design

Every approach light structure has to be rigid enough to hold optical alignment under wind and vibration while still being designed to fail predictably on impact; treat any field modification to the structure — even a seemingly minor bracket addition — as something that needs engineering review, since it can shift that balance.

Structural Soundness and Frangible Function Are Separate Checks
Inspection

A structure can pass a visual and mechanical soundness inspection while its frangible coupling has quietly degraded, or vice versa. Keep both checks on the maintenance schedule independently rather than assuming one implies the other.

Foundation Settlement Is the Quiet Failure Mode
Durability

Because approach light structures sit across variable terrain and drainage conditions along the array, differential foundation settlement over years can tilt a structure's aim without any visible structural damage. Re-survey elevation and aim periodically, not only after a reported impact or visible damage.

Verify Cable Routing Survives the Full Breakaway Travel
Electrical

Power cabling routed through the structure needs enough slack and the right routing to accommodate the frangible coupling's full designed travel; check this during installation and after any structure replacement, since a taut cable can defeat the clean-break design.

Height Above Ground Is a Compliance Number, Not Just a Design Preference
Safety

The 0.3-1.0m elevated-light height range exists specifically to balance visibility against impact risk; confirm actual installed height against the applicable standard for the specific fixture type, since even a well-built structure at the wrong height creates both a compliance and a safety issue.

Quick Answers

Frequently Asked Questions

Short answers about the approach light structure: what it is, how it works, specifications, standards, maintenance and common faults.

Q1What is an approach light structure?

It is the physical support system that elevates and positions approach light fixtures such as centreline lights, barrettes, crossbars and sequenced flashing lights. It includes frangible poles, masts, towers, base plates and mounting hardware.

Q2How high are approach light structures?

Typical height is 0.3 m to 1.0 m above ground for elevated lights, and up to 3 m for some SFL towers. The height keeps the beam clear of snow, grass and pavement irregularities and correctly oriented to the approach path.

Q3Why must approach light structures be frangible?

A structure in the approach area must break away cleanly on impact with an aircraft to minimise damage. A breakable coupling at or near the base shears at a specific impact force, allowing the structure to separate.

Q4Where are approach light structures used?

They support elevated fixtures in ALSF-1 and ALSF-2 systems for CAT I, II and III precision approaches, MALSF and MALSR medium-intensity systems, and Calvert I and II barrette and crossbar configurations.

Q5What are the typical specifications?

Materials are aluminium alloy, galvanised steel or fibreglass composite. Frangible coupling break load is typically 2,500 N to 5,000 N shear, wind resistance up to 150 mph (240 km/h) with a 3-second gust, and ice load up to 13 mm radial ice with wind. The operating range is -40°C to +70°C.

Q6How are cables and grounding handled?

The structure has an integrated gland or conduit entry for 6.6 A series circuit cables, a terminal for the grounding conductor and a standard flange or bracket for 100 W to 200 W fixtures. Grounding resistance is tested annually.

Q7Which standards apply to approach light structures?

The main references are ICAO Annex 14 (frangibility), FAA AC 150/5345-46, FAA AC 150/5220-23A and IEC TS 61827. Always verify the current edition and your aerodrome's approved requirements.

Q8How often should an approach light structure be inspected?

Typical intervals are annual for frangible coupling inspection, hardware corrosion and grounding resistance, semi-annual for alignment and for bird deterrent and lens cleaning, and snow and ice clearance as needed in winter. Your airport's approved maintenance programme takes precedence.

Q9What are the common problems with approach light structures?

Common problems are frangible coupling fatigue and corrosion, alignment drift from ground settlement, corrosion of bolts and base hardware, bird perching and nesting, lightning damage from inadequate grounding, and snow and ice accumulation. A beam drifting off target points to an alignment check.

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