AGL Component Library By Precision AGL Academy

Taxiway

The designated paved path on an airfield that connects runways to aprons, hangars, and other aircraft servicing areas. Designed for safe ground movement of aircraft at reduced speeds, taxiways are equipped with edge and centreline lighting, guidance signs, and holding position markings to ensure efficient and safe surface navigation in all visibility conditions.

Taxiway

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Overview

What Is It?

A Taxiway is a defined paved path on an aerodrome used for the ground movement of aircraft between runways, aprons, hangars, and other facilities. Taxiways are essential for the efficient flow of air traffic on the ground, allowing aircraft to move safely without interfering with runway operations. They are typically constructed of asphalt or concrete and are marked with standardised visual guidance systems including edge markings, centreline markings, and taxiway guidance signs.

Key characteristics of a taxiway include:

  • Width: Generally 7.5 m – 25 m depending on the aircraft category served (ICAO code letter A through F), with adequate clearance for wingtips and engine nacelles.
  • Pavement Type: Flexible (asphalt) or rigid (concrete) pavement, designed for lower loads than runways but still capable of supporting heavy aircraft.
  • Markings: Yellow centreline (solid or dashed), edge lines (double yellow), and holding position markings (solid and dashed yellow lines).
  • Lighting Systems: Blue edge lights and green centreline lights for night and low‑visibility operations, plus stop bars and clearance bars at intersections.
  • Signage: Location, direction, and mandatory instruction signs that provide critical guidance to pilots.
  • Holding Positions: Designated points where aircraft must stop and await clearance to enter a runway or cross another taxiway.
Purpose

Purpose & Function

The taxiway's purpose is to let an aircraft move under its own power between the apron and the runway without needing anything like the precision instrument guidance used for takeoff and landing, relying instead on a defined path, visual markings, and lighting that a pilot can follow reliably even at night or in reduced visibility. Because ground movement happens far more frequently than takeoffs and landings and involves aircraft, at various points, sharing the network with other aircraft and occasionally vehicles, the taxiway's markings, signage, and holding positions exist to keep that movement orderly and predictable, so an aircraft always knows both where it is permitted to go and where it must stop and wait for clearance before proceeding further, particularly at any point where its path would otherwise cross an active runway.

Application

Where Is It Used?

Taxiways are found at all airports where aircraft need to move between the runway and other areas:

  • Commercial Airports: Complex networks of parallel, connecting, and apron taxiways to handle high volumes of aircraft movement, often with rapid exit taxiways to clear runways quickly after landing.
  • General Aviation Airports: Simpler taxiway layouts connecting runways to hangars and fuel facilities.
  • Military Airfields: Taxiways designed for tactical aircraft, often with blast pads and hardened shelters.
  • Heliports: Smaller taxiway or taxi‑route systems for helicopter ground movement.
  • Cargo and Maintenance Areas: Specialised taxiways leading to cargo terminals, maintenance hangars, and de‑icing pads.

Taxiways serve multiple operational functions:

  • Runway Access/Exit: Connecting aircraft to and from the runway for take‑off and landing.
  • Apron Access: Guiding aircraft to and from parking stands, gates, and servicing areas.
  • Cross‑field Movement: Allowing aircraft to move between different parts of the airport without using the runway.
  • Holding and Waiting: Providing areas where aircraft can hold before entering a runway (holding points).
Placement

Installation & Location

Taxiway alignment and width are set by the code letter of the largest aircraft expected to use it, with curves, fillets, and junction geometry designed around that aircraft's wheelbase and turning performance so the wingtip and gear clearances required by ICAO Annex 14 are maintained throughout. Pavement structure is built to a lighter design loading than the runway, since taxiing is a rolling, low-speed load rather than the touchdown or take-off roll stresses the runway sees, but it still ties structurally into the runway pavement at each connecting point so there's no differential settlement at the junction. Centreline and edge lighting, signage, and holding position markings are surveyed and set out together with the pavement during construction, and the taxiway's route is planned to keep separation from the runway's obstacle-limitation surface and safety areas along its full length.

Function

How Does It Work?

A taxiway operates through an integrated system of design, marking, lighting, and control:

  • Geometric Design: Taxiways are designed with appropriate radii at turns to accommodate the turning circle of the largest aircraft type expected. Fillet curves at intersections ensure wingtip clearance.
  • Pavement Strength: Taxiways are designed to support the static and dynamic loads of taxiing aircraft, using the ACN‑PCN system to communicate pavement strength to pilots and ground handlers.
  • Surface Friction and Drainage: Like runways, taxiways are textured and sloped for adequate friction and water runoff to prevent hydroplaning during ground movement.
  • Visual Markings: Taxiways use a standardised system of painted markings:
    • Centreline: A single solid yellow line, with dashed segments for turns and intersections.
    • Edge Lines: Double yellow lines defining the lateral limits of the taxiway.
    • Holding Position Markings: Two solid and two dashed yellow lines perpendicular to the taxiway centreline — FAA and ICAO both use yellow for this marking — indicating where aircraft must stop before entering a runway.
  • Lighting Systems: Taxiways are equipped with:
    • Blue Edge Lights: Omni‑directional blue lights defining the taxiway edge, spaced at intervals not exceeding 60 m on straight sections and closer on curves.
    • Green Centreline Lights: Inset green lights along the centreline, spaced at 7.5 m or 15 m intervals.
    • Stop Bars: Red lights across the taxiway at runway holding positions, indicating the point where aircraft must stop.
    • Clearance Bars: Alternating yellow and green lights indicating that a crossing is cleared.
  • Guidance Signage: Taxiway signs provide location and directional information:
    • Location Signs: Black background with yellow text and border indicating the current taxiway.
    • Direction Signs: Yellow with black text and arrows indicating direction to other taxiways or runways.
    • Mandatory Instruction Signs: Red with white text (e.g., "RUNWAY 09", "STOP") indicating mandatory hold points.
  • Control and Monitoring: Taxiway traffic is managed by Air Traffic Control (ATC) through ground radar, visual observation, and communication with pilots. Advanced airports use Surface Movement Radar (SMR) and Airport Surface Detection Equipment (ASDE) to track aircraft and vehicles on taxiways.
Control

System Architecture & Control Logic

Blue edge and green centreline lights run on constant-current series circuits fed by dedicated taxiway CCRs, commanded by ALCMS at loop level exactly as for runway lighting — every fixture on a given loop switches and dims together. Stop bars and clearance bars sit in an additional interlock layer above this: ALCMS or tower-controlled stop bar logic can override the local guidance loop segment at a holding position, forcing the red stop bar on and, where clearance bars are fitted, coordinating the yellow/green indication, independent of whether the adjoining centreline/edge loop is otherwise lit. This layered architecture — loop-level intensity control plus point-level interlock overrides at holding positions — is what lets a single taxiway circuit both provide continuous guidance lighting and enforce hard stop points.

System Integration

Circuit & System Overview

Aircraft Exits Runway Onto connecting taxiway Continuous Route Guidance Green centreline lights + blue edge lights, direction signage Approaching a Runway Crossing Crossing Not Clear Stop bar illuminated (red) Aircraft Holds Short Crossing Cleared by ATC Clearance bar (yellow/green) alternates Proceeds Across SMR / ASDE tracks position; ATC re‑clears once crossing is free → continues to apron or gate

A single taxiway segment can carry an aircraft through several lighting and marking systems in sequence — centreline and edge guidance for the straight run, then a stop bar or clearance bar interlock at each runway crossing — before it reaches the apron.

Construction

Physical Construction

A taxiway is built as a full structural pavement, constructed from a compacted subgrade overlaid with graded sub-base and base courses, topped with either a flexible asphalt wearing course or a rigid reinforced concrete slab, with the total pavement thickness sized to the weight and frequency of the aircraft the taxiway is designed to serve. The pavement is graded with a longitudinal slope kept low to ease aircraft ground handling and a transverse crown or slope to shed surface water into adjacent drainage, and at turns and intersections the pavement is widened into fillets to maintain wingtip clearance as aircraft manoeuvre through the curve. Centreline and edge markings are applied to the finished surface using reflective, durable paint or thermoplastic material rated for aircraft tyre contact and de-icing fluid exposure, while centreline and edge lights are set into the pavement in cored recesses (inset fixtures) or mounted on frangible stakes alongside the edge, wired back through underlying conduit runs installed during pavement construction. Buried cable ducting, drainage structures, and any embedded sensor loops are laid beneath the base courses before the final wearing course is placed, so the finished pavement presents a continuous, unobstructed surface to aircraft.

Specification

Technical Parameters

ParameterTypical Value
Width (Straight Section)7.5 m – 25 m (ICAO code letter A–F, per Annex 14 Table 3‑1)
Width at Turns (Fillet)Wider at curves to accommodate wingtip clearance
Pavement TypeAsphalt (flexible) or Concrete (rigid)
Pavement Thickness150 mm – 400 mm (depending on aircraft loads)
Longitudinal SlopeTypically ≤ 1.5%
Transverse Slope1.5% – 2% (for drainage)
Centreline MarkingSolid or dashed yellow line
Edge MarkingDouble yellow lines
Edge Light Spacing≤ 60 m on straights (typical), closer on curves
Centreline Light Spacing7.5 m – 15 m (depending on category)
Stop BarsRed lights across taxiway at holding positions
SignageLocation signs (black/yellow), Direction signs (yellow/black), Mandatory signs (red/white)
Compliance

Applicable Standards

ICAO Annex 14

Taxiway dimensions, markings, lighting, and signage requirements

FAA AC 150/5300-13

Airport design standards for taxiways and aprons

FAA AC 150/5345-46

Specification for runway and taxiway light fixtures

FAA AC 150/5345-44

Specification for runway and taxiway signs

ICAO Annex 14, Chapter 5

Visual aids for taxiway guidance

Prerequisites

Installation Requirements

Subgrade Preparation & Compaction
Civil

Compact the subgrade and place graded sub-base and base courses topped with the asphalt or concrete wearing course, sized to the weight and frequency of the design aircraft.

Fillet & Junction Geometry Setting
Civil

Set out curves, fillets, and junction geometry around the code letter aircraft's wheelbase and turning performance to maintain wingtip and gear clearances.

Duct & Conduit Placement
Electrical

Lay buried cable ducting, drainage structures, and any embedded sensor loops beneath the base courses before the final wearing course is placed.

Centreline/Edge Light Setting-Out
Electrical

Set inset fixtures in cored pavement recesses or mount edge fixtures on frangible stakes, surveyed and set out together with the pavement construction.

Drainage Slope Grading
Civil

Grade the pavement with the design longitudinal slope and transverse crown to shed surface water into adjacent drainage.

Marking Application
Civil

Apply centreline and edge markings in reflective, durable paint or thermoplastic material rated for aircraft tyre contact and de-icing fluid exposure.

Pre-Handover Sign-off
Documentation

Record pavement thickness, duct routes, and light setting-out as-built before the taxiway is accepted for service.

Verification

Testing & Commissioning

Subgrade & Pavement Structural Verification
Pre-Paving

Test subgrade compaction and verify the completed pavement structure meets the design loading for the code letter of the largest aircraft expected to use the taxiway.

Marking & Signage Verification
Construction Acceptance

Confirm centreline, edge, and holding position markings, along with taxiway signage, are complete, correctly positioned, and legible.

Edge/Centreline Light Circuit Continuity & Photometric Test
Final Acceptance

Confirm blue edge and green centreline light circuits are continuous and energise correctly at every CCR step, then verify photometric output against ICAO/FAA thresholds.

Stop Bar / Clearance Bar Interlock Test
Final Acceptance

Where fitted, confirm stop bar and clearance bar interlock logic enforces the correct relationship between stop bar state and taxiway routing before the taxiway is opened.

Holding Position Marking Verification
Final Acceptance

Confirm holding position markings are correctly positioned relative to the runway or intersection they protect.

Documentation & As-Built Sign-off
Final Acceptance

Record subgrade, marking, lighting, and interlock results alongside as-built alignment in the commissioning dossier for handover.

Upkeep

Inspection & Maintenance

Pavement Condition Survey
Annual

Survey pavement for cracking and edge erosion at intersections and curves, scheduling timely crack sealing to prevent FOD.

Marking Repaint
Every 1-2 years

Repaint centreline, edge, and holding position markings with high-visibility reflective paint once wear and rubber deposits reduce conspicuity.

Light Inspection & Testing
Monthly

Conduct walk-throughs or use ALCMS monitoring to catch taxiway edge and centreline light failures from lamp burnout, cable damage, or corrosion.

Signage Audit
Semi-annual

Check taxiway signs for correct placement, visibility, and obstruction by snow, vegetation, or equipment.

Holding Position Marking Cleaning
Annual

Clean and inspect holding position markings for rubber deposit build-up and fading that could reduce hold-point recognition.

Field Notes

Common Field Issues

Faded or Worn Markings

Taxiway centreline and edge markings fade due to traffic wear, weathering, and rubber deposits. Faded markings can confuse pilots, especially in low visibility. Regular repainting (typically every 1–2 years) and high‑visibility paint with reflective additives are recommended.

Lighting Failures

Taxiway edge and centreline lights are prone to failure due to lamp burnout, cable damage, or corrosion. Regular light inspections (nightly walk‑throughs or ALCMS monitoring) and prompt repair are essential to maintain guidance integrity.

Pavement Cracking and Edge Erosion

Taxiways are subject to stress from aircraft turning movements, especially at intersections and curves. Pavement cracking and edge erosion can cause FOD and surface irregularities. Regular pavement condition surveys and timely crack sealing are necessary.

Inadequate Signage Placement

Taxiway signs must be positioned so that they are visible to pilots from the cockpit. Incorrect placement, obscured signs (by snow, vegetation, or equipment), or damaged signs can lead to route confusion and runway incursions. Regular sign audits are recommended.

Holding Position Marking Degradation

The yellow holding position markings (two solid and two dashed lines, under both FAA and ICAO conventions) can fade or become obscured by rubber deposits, reducing their visibility. This can lead to runway incursions if pilots fail to recognise the hold point. Regular cleaning and repainting are essential.

Diagnostics

Troubleshooting Guide

Taxiway Edge or Centreline Light Outage
Likely Cause
Lamp/LED burnout, cable damage, or a corroded connector in the taxiway lighting series circuit.
Diagnostic Steps
Conduct a nightly visual walk-through or check ALCMS fixture status reporting; isolate the dark section and megger the associated cable run.
Corrective Action
Replace the failed lamp/LED module or repair the faulted cable/connector, then re-verify circuit continuity and light output.
Pilot Reports of Confusing or Illegible Markings
Likely Cause
Centreline, edge, or holding position markings have faded from traffic wear, rubber deposit contamination, or UV exposure.
Diagnostic Steps
Perform a day/night visual and retroreflectivity survey of the affected markings; note the last repainting date against the expected service interval.
Corrective Action
Repaint with high-visibility, reflective marking paint following the applicable pattern and colour standard (yellow for centreline, edge, and holding position lines under both FAA and ICAO); re-inspect after curing.
Foreign Object Debris Generated from Pavement Distress
Likely Cause
Cracking or edge erosion at intersections and curves, driven by repeated aircraft turning stresses, has begun shedding pavement fragments.
Diagnostic Steps
Carry out a pavement condition survey focusing on turn pads, intersections, and curves; probe cracks for depth and check for loose material.
Corrective Action
Seal cracks promptly and schedule localized pavement repair or an overlay where distress has progressed beyond crack sealing limits.
Taxiway Sign Illegible or Not Visible from the Cockpit
Likely Cause
Incorrect sign placement relative to the pilot's sightline, or obstruction by snow, vegetation, or ground equipment.
Diagnostic Steps
Conduct a sign visibility audit from a representative cockpit height and angle; check for vegetation growth, snow accumulation, or parked equipment near the sign.
Corrective Action
Reposition or reorient the sign to standard offset and height, clear obstructions, and add the location to routine snow/vegetation clearance rounds.
Runway Incursion Risk Near a Holding Position
Likely Cause
Holding position markings have faded or been obscured by rubber deposits, reducing pilot recognition of the hold line.
Diagnostic Steps
Inspect holding position markings for fade or contamination; cross-reference with any recent incursion or near-miss reports at that location.
Corrective Action
Clean and repaint holding position markings immediately as a priority item, and consider supplementary stop bar lighting if incursions recur.
Reliability

Failure Modes & Root Causes

Edge or Centreline Light Outage
High Severity
Root Cause
Lamp/LED end-of-life, a series circuit fault, or physical damage from ground traffic or mowing equipment along the taxiway.
Effect
Loss of a defined pavement edge or centreline cue, most critical in low-visibility conditions or at night.
Detection Method
Nighttime visual patrol, periodic photometric intensity survey, and circuit continuity testing during scheduled maintenance.
Pavement Marking Degradation
Medium Severity
Root Cause
Paint wear from tyre traffic and de-icing chemicals, or fading from prolonged UV exposure between repainting cycles.
Effect
Pilot reports of confusing or illegible markings, degrading situational awareness during taxi, especially in reduced visibility.
Detection Method
Scheduled marking condition survey against retroreflectivity and visibility standards, and pilot report review.
Pavement Surface Distress
High Severity
Root Cause
Freeze-thaw cycling, sub-grade settlement, or fatigue cracking accumulating under repeated aircraft loading over the pavement's service life.
Effect
Foreign object debris generated from pavement distress, posing an ingestion or damage risk to aircraft engines and structures.
Detection Method
Scheduled pavement condition survey, and FOD walks following any reported distress or after severe weather.
Sign Illegibility or Loss of Illumination
High Severity
Root Cause
Lamp/LED failure inside an illuminated sign, panel fading from UV exposure, or physical damage from a ground vehicle or aircraft strike.
Effect
Taxiway sign illegible or not visible from the cockpit, removing a key wayfinding and holding-position reference for pilots.
Detection Method
Nighttime visual patrol of sign legibility and illumination, and photometric verification during scheduled maintenance.
Holding Position Marking or Lighting Failure
High Severity
Root Cause
Faded holding position markings, a failed stop bar light, or a malfunctioning runway guard light at the intersection.
Effect
Elevated runway incursion risk near a holding position, since pilots may not receive a clear cue to stop short of the runway.
Detection Method
Priority inspection of holding position markings and lights on a shortened interval, and immediate reporting of any outage.
Series Circuit Fault Affecting Multiple Fixtures
High Severity
Root Cause
Cable insulation breakdown, a failed isolating transformer, or a CCR fault affecting the taxiway lighting circuit as a whole.
Effect
Loss of multiple edge or centreline lights along a taxiway segment, rather than a single isolated fixture.
Detection Method
Full-circuit megger testing, CCR output verification, and sectionalised fault-location testing to isolate the affected segment.
Precautions

Safety & Operational Notes

Airside Work Coordination
Operational

Any work on or adjacent to an active taxiway requires ATC/airside coordination and a NOTAM where markings, signage, or lighting will be affected, with vehicle and personnel movement kept clear of the taxiway per the aerodrome's safety management procedures.

Lighting Circuit Isolation
Electrical Safety

De-energise and lock out the CCR before working on edge lights, centreline lights, stop bars, or their cabling and transformers, and verify zero energy at the fixture before opening a base can or handhole.

FOD Control on the Movement Area
Operational

Keep tools, fasteners, and repair materials accounted for at all times when working on or beside the taxiway pavement, and sweep the area clear before reopening it to aircraft movement.

Vehicle Separation from Taxiing Aircraft
Operational

Maintain the required separation and radio contact with ATC when vehicles or personnel are working near an active taxiway, and be alert to jet blast and propeller wash from passing aircraft.

Signage & Marking Work
Operational

Do not leave a taxiway guidance sign, holding position marking, or centreline marking obscured or removed without a compensating NOTAM, since pilots rely on this guidance for safe ground navigation.

Insulation Test Before Re-Energisation
Electrical Safety

After any cable, connector, or transformer work, megger test the affected series loop before restoring power, since a residual fault at re-energisation can trip the CCR or damage healthy fixtures on the same circuit.

PPE & Grounding
Personnel Safety

Use high-visibility clothing and appropriate PPE for airside work, and confirm fixtures and enclosures are bonded/grounded per the electrical design before reconnecting the loop.

Restore to Compliant State
Compliance

Do not leave a taxiway fixture, marking, or sign non-compliant after maintenance; verify conformance before closing out the work and cancelling the associated NOTAM.

Field Insight

Engineering & Expert Notes

Fillet Geometry Drives Wear, Not Just Turn Radius
Design

Pavement edge rounding and fillet width at taxiway/runway junctions matter as much as the nominal centreline turn radius; an undersized fillet forces nose gear off the marked centreline on tight turns, accelerating edge-of-pavement wear and dragging lighting cans out of their design tolerance over time.

Shoulder Pavement Shouldn't Be an Afterthought
Construction

Taxiway shoulders don't need to carry full design loads, but skimping on their subgrade compaction invites differential settlement at the shoulder/pavement joint, which shows up years later as cracking that tracks straight along the taxiway edge light row.

Track Rubber Deposits Near Hold Points
Troubleshooting

Heavy rubber buildup on a taxiway tends to concentrate at deceleration zones and turns onto holding bays rather than spreading evenly, and it obscures markings faster than pavement condition alone would suggest, so friction testing at those specific zones catches a problem before it's runway-wide.

Signage Placement Outlives the Original Layout
Design

When a taxiway is widened or a new intersection is added, verify that existing holding position signs and markings still sit at the correct distance from the new edge; a sign positioned for the old geometry can end up too close to, or too far from, the revised hold line.

Match Marking Retroreflectivity Cycles to Traffic, Not the Calendar
Maintenance

High-traffic taxiway segments and turn-offs lose paint retroreflectivity well ahead of low-traffic sections on the same aerodrome; scheduling remarking by measured reflectivity rather than a blanket calendar interval gets more life out of the paint budget without letting busy segments go non-compliant.

De-Icing Fluid Pools at Low Points in the Taxiway Profile
Durability

Poor cross-fall or a low spot in the taxiway profile lets glycol-based de-icing fluid pool rather than drain, which accelerates pavement and adjacent fixture degradation in that specific spot; correcting the grading is usually cheaper long-term than repeatedly replacing seals and lamps at the same low point.

Quick Answers

Frequently Asked Questions

Short answers about taxiways: width, lighting, markings, signs, control, standards and maintenance.

Q1What is a taxiway?

A taxiway is a defined paved path on an aerodrome used for ground movement of aircraft between runways, aprons, hangars and other facilities. It is typically asphalt or concrete and is marked with standardised visual guidance: edge markings, centreline markings, holding position markings, lighting and guidance signs.

Q2How wide is a taxiway?

Typically 7.5 m to 25 m on straight sections, depending on the ICAO code letter (A to F) of the aircraft served, per Annex 14. Width increases at turns and fillets to maintain wingtip and engine nacelle clearance for the largest aircraft expected.

Q3What colour are taxiway lights?

Taxiways use blue omni-directional edge lights and green inset centreline lights. Stop bars are red lights across the taxiway at runway holding positions, and clearance bars are alternating yellow and green lights indicating a crossing is cleared.

Q4How far apart are taxiway lights spaced?

Taxiway edge lights are typically spaced no more than 60 m apart on straight sections and closer on curves. Centreline lights are spaced at 7.5 m or 15 m intervals depending on category.

Q5What do taxiway markings mean?

The centreline is a solid yellow line, with dashed segments for turns and intersections. Edge lines are double yellow. Holding position markings are two solid and two dashed yellow lines perpendicular to the centreline, showing where aircraft must stop before entering a runway.

Q6What do the different taxiway signs mean?

Location signs have a black background with yellow text and border and show the taxiway you are on. Direction signs are yellow with black text and arrows. Mandatory instruction signs are red with white text (for example "RUNWAY 09" or "STOP") and mark mandatory hold points.

Q7How are taxiway lights controlled?

Edge and centreline lights run on constant-current series circuits fed by dedicated taxiway CCRs, commanded by the ALCMS at loop level, so every fixture on a loop switches and dims together. Stop bars and clearance bars sit in an additional interlock layer, where ALCMS or tower-controlled logic can force the red stop bar on at a holding position.

Q8What is the difference between a taxiway and a runway?

A taxiway lets aircraft move under their own power between the apron and runway without precision instrument guidance, relying on a defined path, markings and lighting. Taxiway pavement is typically designed for lower loads than runways, though it must still support heavy aircraft.

Q9Which standards apply to taxiways?

The main references are ICAO Annex 14 (dimensions, markings, lighting, signage, including Chapter 5 visual aids), FAA AC 150/5300-13 (airport design), FAA AC 150/5345-46 (runway and taxiway light fixtures) and FAA AC 150/5345-44 (runway and taxiway signs). Always verify the current edition and your aerodrome's approved requirements.

Q10How often should taxiways be inspected and maintained?

Typical intervals are monthly for light inspection and testing, semi-annual for signage audits, annual for pavement condition surveys and holding position marking cleaning, and every one to two years for repainting markings. Your airport's approved maintenance programme takes precedence.

Q11What are the common taxiway problems?

The common issues are faded or worn markings, lamp, cable or corrosion-related lighting failures, pavement cracking and edge erosion at intersections and curves, badly placed or obscured signs, and degradation of holding position markings from rubber deposits and fading.

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