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RESA

Runway End Safety Area — a defined cleared and graded area beyond the runway end, designed to reduce the risk of damage to aircraft and injury to occupants in the event of an undershoot or overrun. Provides a buffer zone free of obstacles, with controlled slopes and drainage, to safely accommodate aircraft that depart the runway.

RESA

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Overview

What Is It?

A Runway End Safety Area (RESA) is a defined area beyond the end of a runway that is cleared of all obstacles, graded, and drained to provide a safe zone for an aircraft that undershoots or overruns the runway. Unlike a stopway, which is paved and structurally designed to support and decelerate an aircraft, a RESA is typically an unpaved (or lightly paved) graded area that provides a relatively smooth, obstacle‑free surface to minimise damage and injury during an excursion. The RESA is a critical safety buffer mandated by ICAO for all instrument runways.

Key characteristics of a RESA include:

  • Cleared and Graded: The area is free of protrusions, obstacles, and significant irregularities that could damage an aircraft or cause it to veer.
  • Slope Control: The longitudinal and transverse slopes are limited to ensure that aircraft can traverse the area without structural damage.
  • Drainage: Proper drainage prevents water accumulation, which could soften the ground or cause hydroplaning.
  • Length: 90 m as a Standard and 240 m as a Recommendation for code 3 or 4 — measured from the end of the runway strip, not from the runway end.
  • Width: At least as wide as the runway, extending outward to provide lateral safety.
  • Markings and Lighting: May include chevron markings (yellow arrows) and edge lighting to indicate the RESA boundary and distinguish it from the runway.
Purpose

Purpose & Function

The RESA's purpose is damage and injury mitigation after an excursion has already begun, rather than preventing the excursion itself; by the time an aircraft is in the RESA, something upstream, a rejected landing, a brake failure, an undershoot, has already gone wrong. ICAO mandates it specifically because analysis of historical overrun and undershoot events shows that most excursions stop within a fairly short and predictable distance beyond the runway end, so a cleared, graded, obstruction-free area of that length substantially reduces the severity of an outcome that could otherwise involve striking terrain features, structures, or steep drop-offs. Its deliberately ungraded, non-structural surface, unlike the paved stopway that precedes it, is intentional: a RESA is designed to be traversable and forgiving rather than to actively decelerate the aircraft, since by this point the priority has shifted from stopping distance to simply minimising harm.

Application

Where Is It Used?

RESA is required at all airports with instrument runways (precision and non‑precision) and is recommended for all runways where safety can be enhanced:

  • Commercial Airports: All runways serving commercial passenger and cargo operations, particularly those with precision approaches (CAT I, II, III).
  • Military Airfields: Runways used by tactical and transport aircraft, where rapid operations increase the risk of excursions.
  • General Aviation Airports: Runways with instrument approaches, or where terrain or obstacles make RESA advisable.
  • Runways with Limited Stopway/Blast Pad: Where a paved overrun area is not available, the RESA provides a basic level of safety.
  • Remote and Island Airports: Where terrain constraints make it difficult to provide paved overrun areas, a well‑graded RESA is often the only feasible safety measure.

RESA serves several critical safety functions:

  • Containment of Overruns/Undershoots: Provides a defined area where an aircraft can come to rest without encountering hazardous obstacles.
  • Mitigation of Impact Forces: The graded, relatively smooth surface reduces the risk of structural failure or fuel spillage upon impact.
  • Compliance with ICAO Standards: Annex 14 requires a RESA of at least 90 m beyond the runway strip wherever the code number is 3 or 4, and where the code number is 1 or 2 on an instrument runway; a 240 m length is recommended for code 3 or 4. Many States legislate the 90 m Standard as their minimum, and several impose more — the FAA, for instance, works to a 1,000 ft (305 m) runway safety area beyond the runway end for many Part 139 runways, which is why "RESA compliant" means nothing without naming the regime.
  • Protection of Adjacent Infrastructure: By providing a clear zone, RESA protects nearby roads, buildings, and other infrastructure from aircraft excursions.
Placement

Installation & Location

RESA extends symmetrically about the extended runway centreline beyond the end of the runway strip — a point worth labouring on site, because setting out from the paved runway end instead of the strip end produces a RESA 60 m short of Standard. Width is at least twice the runway width as a Standard, and ideally equal to the graded portion of the strip. Grading is levelled and free of abrupt slope changes so an aircraft crossing onto it experiences a gradual, predictable deceleration rather than a sudden drop or rise, and the area is kept clear of drainage structures, light fittings, or other fixed objects that would present a collision hazard if struck. Where a stopway or blast pad already occupies part of the distance beyond the runway end, RESA is measured and provided from beyond that surface, and the whole area is graded and maintained to bear the weight of the aircraft type the runway serves, even though it isn't a paved, load-rated surface in the way the runway itself is.

Function

How Does It Work?

The RESA functions through careful design and maintenance to provide a safe buffer zone:

  • Clearing and Grading: The area is cleared of all vegetation, rocks, and man‑made obstacles (e.g., lighting masts, signs) that could penetrate the aircraft structure or cause it to veer. The ground is graded to a smooth, even surface with controlled slopes — downward longitudinal slope not exceeding 5% and transverse slopes not exceeding 5% — with changes of slope kept gradual and sudden reversals avoided.
  • Soil Stabilisation: The soil is compacted and sometimes stabilised with a layer of gravel or crushed rock to prevent rutting and to provide a predictable friction surface. In some cases, a thin layer of asphalt or concrete may be applied to prevent erosion and provide all‑weather capability.
  • Drainage: Surface water is directed away from the RESA through ditches or sub‑surface drains to prevent softening of the ground and to maintain traction.
  • Obstacle Limitation: The RESA is kept free of any objects that could be hazardous. This includes not only large structures but also small items like lights, signs, and maintenance equipment that could be sucked into engines or cause damage during an excursion.
  • Marking and Lighting: While not always required, many RESAs are marked with yellow chevrons to indicate the boundary and distinguish the area from the runway. Edge lighting (blue or white) may be installed to define the perimeter, especially at airports with night operations.
Control

System Architecture & Control Logic

The RESA itself has no active control system. Where boundary edge lights are installed, they are wired as an extension of the adjacent runway's series circuit and inherit that circuit's loop-level CCR/ALCMS control rather than having independent switching, so the RESA boundary lighting always tracks the state of the runway lighting it is delineating rather than operating on its own schedule.

System Integration

Circuit & System Overview

Aircraft Excursion Beyond Runway End Undershoot, overrun, or veer‑off Aircraft Enters RESA Graded, obstacle‑free safety area No Obstacles Lights, signs and equipment cleared from the area Nothing to strike or ingest Stabilised Surface Compacted soil, gravel or thin pavement layer Predictable, even friction Controlled Grading Slope kept below 5% longitudinal / 2.5% transverse Drains without rutting Aircraft Decelerates & Stops Safely Structural damage and occupant injury reduced

The RESA doesn't actively arrest the aircraft — it works by removing everything that could make an excursion worse (obstacles, unpredictable footing, poor drainage), so the aircraft can come to rest on its own under close-to-normal deceleration.

Construction

Physical Construction

A RESA is not a built structure in the conventional sense but an engineered graded area, formed by shaping and compacting the natural or imported subgrade to the required longitudinal and transverse slopes so surface water drains away without pooling or forming ruts that could damage an aircraft during an excursion. Where the surface is grass or stabilised soil, the topsoil is prepared, seeded or treated, and maintained to a consistent, load-bearing density that will support the weight of an aircraft without becoming a source of drag-inducing mud or loose material; where lightly paved, a thin, low-strength asphalt or gravel-stabilised surface is used, deliberately weaker than the runway or stopway pavement so it does not impose undue structural demands while still resisting erosion. Subsurface drainage — perforated pipe, French drains, or graded ditches — is installed beneath or alongside the RESA to keep the graded surface stable in wet conditions. Any equipment sited within the RESA, such as edge lights or obstruction markers, must be frangible and low-profile, mounted on shallow, break-away fittings so it presents minimal hazard to an aircraft that enters the area.

Specification

Technical Parameters

ParameterTypical Value
Length (datum)Measured from the end of the runway strip, not from the runway end — the strip already extends 60 m beyond the runway for code 2, 3 and 4, so a 90 m RESA sits roughly 150 m from the paved runway end
Length (Standard)≥ 90 m from the end of the runway strip, required where the code number is 3 or 4, and where the code number is 1 or 2 on an instrument runway
Length (Recommendation)240 m where the code number is 3 or 4; 120 m where the code number is 1 or 2, as far as practicable. Length may be reduced where a certified arresting system (EMAS) is installed, subject to State acceptance
Width (Standard)At least twice the width of the associated runway, symmetrical about the extended centreline — e.g. ≥ 90 m for a 45 m wide code 4 runway
Width (Recommendation)Wherever practicable, equal to the width of the graded portion of the associated runway strip
Surface TypeGraded grass, gravel, stabilised soil, or lightly paved
Longitudinal SlopeDownward slope ≤ 5%, with changes of slope as gradual as practicable and abrupt changes or sudden reversals avoided
Transverse Slope≤ 5% (up or down), again with gradual transitions — note this is a looser limit than the runway strip, which is graded more tightly
Obstacle ClearanceClear of objects other than those required for air navigation purposes; any such object must be frangible and mounted as low as possible
MarkingsYellow chevrons (optional), edge markings
LightingEdge lights (optional), obstruction lighting at RESA boundary
Surface StrengthPrepared or constructed so as to reduce the risk of damage to an aeroplane undershooting or overrunning, and to support rescue and fire fighting vehicles — a bearing-strength objective, not a friction target
Compliance

Applicable Standards

ICAO Annex 14

RESA dimensions, slopes, and obstacle clearance requirements

FAA AC 150/5300-13

Airport design standards for RESA and runway end safety

FAA AC 150/5320-6

Pavement and grading specifications for RESA

ICAO Doc 9157 (Aerodrome Design Manual)

RESA design and maintenance guidelines

Note on figures: the values on this page are typical reference figures drawn from the standards listed above and from manufacturers’ published data. Requirements differ between ICAO, FAA and national regimes, and between aerodrome code numbers, approach categories and equipment types. Always design, install, commission and maintain to the project specification, the manufacturer’s manual and the standard in force at the aerodrome.

Prerequisites

Installation Requirements

Grading & Levelling
Civil

Grade the area to a gradual, predictable slope free of abrupt changes, sized to at least the width of the graded runway strip.

Clearance of Fixed Objects
Civil

Keep the area clear of drainage structures, light fittings, or other fixed objects that would present a collision hazard if struck.

Drainage Integration
Civil

Tie surface drainage into the surrounding system without introducing slope discontinuities that would disrupt an aircraft's deceleration path.

Boundary Light Circuit Routing
Electrical

Where the RESA carries boundary or threshold lighting, lay the circuit per design before final grading sign-off.

Extent Verification Sign-off
Documentation

Confirm length and width against the ICAO Annex 14 minimum for the runway's approach category, and record as-built extents before handover.

Verification

Testing & Commissioning

Grading & Slope Verification
Pre-Handover

Survey the graded surface to confirm slope transitions from the runway strip are gradual and free of abrupt changes that could damage an aircraft crossing onto it.

Surface Bearing Strength Check
Construction Acceptance

Verify the surface bearing strength meets the design requirement to support the design aircraft without collapsing the gear, whether the RESA is unpaved, lightly stabilised, or fitted with an arrestor system.

Drainage Flow Test
Construction Acceptance

Confirm the graded and drained surface sheds water as designed, with no ponding that could soften the surface or reduce bearing strength.

Obstacle Clearance Survey
Final Acceptance

Survey the full RESA extent to confirm it is clear of obstacles per ICAO Annex 14 requirements for the runway's approach category.

Boundary Light Circuit Continuity Test
Final Acceptance

Where boundary edge lights are installed, confirm they are correctly wired as an extension of the adjacent runway's series circuit and track that circuit's loop-level state.

Documentation & As-Built Sign-off
Final Acceptance

Record grading, bearing strength, drainage, and obstacle clearance results alongside as-built dimensions in the commissioning dossier for handover.

Upkeep

Inspection & Maintenance

Vegetation Mowing & Control
Regular / growing season

Mow and control vegetation to prevent grass and shrubs from obscuring obstacles or reducing the RESA's effectiveness.

Drainage & Slope Maintenance
Annual

Clean drains and maintain slopes to prevent water ponding that softens soil and reduces the area's ability to support an aircraft.

Obstacle Clearance Audit
Annual

Audit the RESA boundary for lighting masts, signs, or equipment installed too close to or within the area.

Marking & Light Inspection
Annual

Repaint faded chevron markings and test edge lights to maintain clear visual cues, especially at night.

Grading & Re-compaction
As needed

Regrade and re-compact soil after overruns or repeated vehicle access to correct compaction and rutting.

Field Notes

Common Field Issues

Vegetation Growth and Erosion

Vegetation (grass, weeds, shrubs) can grow on the RESA, obscuring obstacles and reducing the effectiveness of the area. Regular mowing and vegetation control are essential. Erosion from water runoff can create ruts and gullies, compromising the smooth surface. Periodic regrading and drainage maintenance are required.

Inadequate Drainage

Poor drainage can lead to water ponding, which softens the soil and reduces the ability of the RESA to support an aircraft. It can also create muddy conditions that cause aircraft to bog down. Regular cleaning of drains and maintenance of slopes are critical.

Obstacle Encroachment

Lighting masts, signs, or other equipment may be installed too close to or within the RESA, violating obstacle clearance requirements. Regular audits of the RESA boundary and coordination with maintenance teams are necessary to prevent encroachment.

Faded or Missing Markings

Yellow chevron markings can fade due to weathering, and edge lights may fail. This can cause confusion for pilots, especially at night. Regular repainting and lighting inspections are essential.

Soil Compaction and Rutting

Repeated overruns (even minor) or vehicle access can cause soil compaction and rutting, creating uneven surfaces. This can cause damage during an actual excursion. Regular grading and re‑compaction may be necessary, especially at airports with frequent minor excursions.

Diagnostics

Troubleshooting Guide

Obstacles or Uneven Ground Obscured Within the RESA
Likely Cause
Uncontrolled vegetation growth (grass, weeds, shrubs) has overgrown the area, hiding surface irregularities.
Diagnostic Steps
Conduct a walk-through inspection of the RESA surface, checking for hidden ruts, holes, or debris beneath vegetation.
Corrective Action
Mow and clear vegetation per the routine maintenance schedule, and address any surface defect uncovered during the inspection.
Water Ponding or Soft/Muddy Ground Within the RESA
Likely Cause
Inadequate drainage has allowed water to pond, softening the soil and reducing the area's ability to support an aircraft in an overrun.
Diagnostic Steps
Inspect the area after rainfall for ponding; check drains and slope profile for blockage or settlement.
Corrective Action
Clean blocked drains, restore the design slope through regrading, and re-inspect after the next rainfall to confirm drainage has improved.
Equipment or Structure Found Within the Protected Area
Likely Cause
A lighting mast, sign, or other equipment was installed too close to or within the RESA boundary, violating obstacle clearance requirements.
Diagnostic Steps
Conduct a boundary audit against the RESA drawing, checking the position of all masts, signs, and equipment against the required clearance.
Corrective Action
Relocate or remove any encroaching object outside the RESA boundary, and coordinate with maintenance teams to prevent future encroachment.
Pilot Confusion Reported Near the RESA at Night
Likely Cause
Chevron markings have faded from weathering, or associated edge lights have failed.
Diagnostic Steps
Inspect chevron marking visibility and retroreflectivity; check the status of nearby edge lights.
Corrective Action
Repaint faded chevron markings and repair or replace failed lighting; re-inspect at night to confirm visibility is restored.
Uneven Surface or Rutting Found in the RESA
Likely Cause
Repeated minor overruns or unauthorized vehicle access have compacted and rutted the soil.
Diagnostic Steps
Survey the surface for rutting and compaction, particularly in areas known for frequent minor excursions or vehicle crossings.
Corrective Action
Regrade and re-compact the affected area to restore a smooth surface, and restrict vehicle access if that is a contributing cause.
Reliability

Failure Modes & Root Causes

Surface Irregularity or Rutting Development
High Severity
Root Cause
Vehicle traffic, erosion, or freeze-thaw cycling gradually creating ruts, depressions, or protrusions in the graded surface over time.
Effect
The relatively smooth, obstacle-free surface an undershooting or overrunning aircraft depends on to minimise damage is compromised exactly where it matters most.
Detection Method
Periodic surface grading survey against the design profile, and visual inspection for irregularities during scheduled runway safety area checks.
Drainage Degradation Leading to Water Accumulation
High Severity
Root Cause
Blocked, damaged, or undersized drainage infrastructure allowing water to pool rather than clear the graded area as designed.
Effect
Softened ground or hydroplaning risk for an aircraft using the RESA, the specific failure mode the area's drainage design exists to prevent.
Detection Method
Drainage system inspection and post-heavy-rainfall standing-water checks as part of scheduled RESA maintenance.
Slope Exceeding Design Tolerance
Medium Severity
Root Cause
Settlement or erosion gradually shifting the longitudinal or transverse slope beyond the limits set to ensure an aircraft can traverse the area without structural damage.
Effect
An aircraft crossing the RESA experiences a slope steeper than the safety margin the area was designed and mandated to provide.
Detection Method
Slope survey against the design tolerance during scheduled inspection, particularly after any grading or drainage work nearby.
Obstacle or Vegetation Encroachment
Medium Severity
Root Cause
Unmanaged vegetation growth, stored equipment, or construction material left within the RESA boundary.
Effect
The area is no longer clear of protrusions and obstacles, reintroducing exactly the hazard the RESA is graded and cleared to eliminate.
Detection Method
Visual sweep of the RESA boundary for encroachment during scheduled runway safety area inspection.
Boundary Marking / Edge Lighting Degradation
Low Severity
Root Cause
Faded chevron markings or degraded edge lighting where fitted, from UV exposure, wear, or standard fixture ageing.
Effect
Reduced ability for a pilot or ground crew to visually distinguish the RESA boundary from the runway itself, particularly at night.
Detection Method
Marking contrast and edge lighting functional check during scheduled inspection, following standard lighting and pavement marking maintenance practice.
Precautions

Safety & Operational Notes

Access Coordination With ATC
Operational

Coordinate any vehicle or personnel access to the RESA with ATC before entering, since the area lies within the runway strip's protected zone and unannounced activity there can trigger a safety response.

FOD & Obstacle Removal
Operational

Clear debris, equipment, and any object above the RESA's permitted height immediately when found; the area must remain free of obstacles that could damage an aircraft overrunning or undershooting the runway.

Surface Load-Bearing Verification
Operational

Confirm the RESA surface can support the weight of maintenance or mowing equipment before entry, particularly after heavy rain, since a soft or waterlogged area can bog down equipment or mask the ground underneath.

Drainage Work Coordination
Operational

Coordinate drainage repairs or modifications with the aerodrome's engineering function, since changes to RESA grading or drainage can affect its ability to absorb the energy of an aircraft overrun.

Edge Lighting/Marking Circuit Isolation
Electrical Safety

De-energise and lock out any boundary lighting circuit before servicing fixtures or cabling within or adjacent to the RESA.

Field Insight

Engineering & Expert Notes

Surface Grading Failures Often Start as Drainage Problems, Not Grading Problems
Drainage

A RESA that develops ruts or soft spots frequently traces back to a drainage path that's silted up or been altered by nearby construction, not to the original grading being wrong. Investigate drainage function first when surface irregularities appear, before committing to a full regrading.

Vegetation Height Standards Exist for Aircraft Deceleration, Not Just Wildlife Control
Vegetation

Overgrown vegetation in a RESA isn't just a wildlife-attraction concern; taller growth can meaningfully affect how an aircraft decelerates and where debris ends up during an actual excursion. Maintain vegetation height against the same standard used for wildlife hazard reduction, treating both as safety-critical rather than only the wildlife aspect.

Temporary Equipment Is a Common, Overlooked Encroachment Source
Obstacle Control

Permanent structures get caught by periodic obstacle audits, but temporary equipment — a parked maintenance vehicle, staged materials, a portable light tower — placed in the RESA during unrelated nearby work often isn't. Extend obstacle-clearance awareness to temporary and construction-related placements, not just permanent installations.

Re-Survey Slope After Any Nearby Drainage or Construction Work
Survey

Work on adjacent taxiway or runway drainage systems can inadvertently alter RESA grading or slope even when the RESA itself wasn't the target of the work. Re-verify slope compliance after any nearby earthwork, not only on the standard periodic inspection cycle.

Soil Bearing Capacity Degrades Gradually and Isn't Visible From the Surface
Inspection

A RESA surface can look smooth and well-maintained while subsurface soil compaction or saturation has reduced its actual bearing capacity below what's needed to support aircraft weight during an excursion. Periodic subsurface assessment, not just visual surface inspection, is needed to catch this.

Document RESA Condition Independently of Runway Inspection Reports
Compliance

Because RESA condition is easy to treat as a footnote to the main runway inspection, maintain its own dedicated inspection and maintenance record; this keeps degradation trends visible rather than buried within broader pavement inspection paperwork.

Quick Answers

Frequently Asked Questions

Short answers about the Runway End Safety Area (RESA): what it is, how it works, typical specifications, standards, maintenance and common faults.

Q1What is a Runway End Safety Area (RESA)?

A Runway End Safety Area (RESA) is a defined area beyond the end of a runway that is cleared of all obstacles, graded, and drained to provide a safe zone for an aircraft that undershoots or overruns the runway. Unlike a stopway, which is paved and structurally designed to support and decelerate an aircraft, a RESA is typically an unpaved (or lightly paved) graded area that provides a relatively smooth, obstacle‑free surface to minimise damage and injury during an excursion.

Q2What is the purpose of a Runway End Safety Area (RESA)?

The RESA's purpose is damage and injury mitigation after an excursion has already begun, rather than preventing the excursion itself; by the time an aircraft is in the RESA, something upstream, a rejected landing, a brake failure, an undershoot, has already gone wrong.

Q3Where is a Runway End Safety Area (RESA) used and installed?

RESA is required at all airports with instrument runways (precision and non‑precision) and is recommended for all runways where safety can be enhanced: Commercial Airports: All runways serving commercial passenger and cargo operations, particularly those with precision approaches (CAT I, II, III). Military Airfields: Runways used by tactical and transport aircraft, where rapid operations increase the risk of excursions. General Aviation Airports: Runways with instrument approaches, or where terrain or obstacles make RESA advisable.

Q4How does a Runway End Safety Area (RESA) work?

The RESA functions through careful design and maintenance to provide a safe buffer zone: Clearing and Grading: The area is cleared of all vegetation, rocks, and man‑made obstacles (e.g., lighting masts, signs) that could penetrate the aircraft structure or cause it to veer. The ground is graded to a smooth, even surface with controlled slopes — downward longitudinal slope not exceeding 5% and transverse slopes not exceeding 5% — with changes of slope kept gradual and sudden reversals avoided.

Q5What are the typical technical parameters of a Runway End Safety Area (RESA)?

Typical values are — Length (datum): Measured from the end of the runway strip, not from the runway end — the strip already extends 60 m beyond the runway for code 2, 3 and 4, so a 90 m RESA sits roughly 150 m from the paved runway end; Length (Standard): ≥ 90 m from the end of the runway strip, required where the code number is 3 or 4, and where the code number is 1 or 2 on an instrument runway; Length (Recommendation): 240 m where the code number is 3 or 4; 120 m where the code number is 1 or 2, as far as practicable. Length may be reduced where a certified arresting system (EMAS) is installed, subject to State acceptance.

Q6Which standards apply to a Runway End Safety Area (RESA)?

The main references are ICAO Annex 14 — RESA dimensions, slopes, and obstacle clearance requirements; FAA AC 150/5300-13 — Airport design standards for RESA and runway end safety; FAA AC 150/5320-6 — Pavement and grading specifications for RESA; ICAO Doc 9157 (Aerodrome Design Manual) — RESA design and maintenance guidelines. Always verify the current edition and your aerodrome's approved requirements.

Q7How often should a Runway End Safety Area (RESA) be inspected and maintained?

Typical maintenance tasks and intervals are: Vegetation Mowing & Control (regular / growing season); Drainage & Slope Maintenance (annual); Obstacle Clearance Audit (annual); Marking & Light Inspection (annual); Grading & Re-compaction (as needed). Your airport's approved maintenance programme takes precedence.

Q8How do I troubleshoot common Runway End Safety Area (RESA) problems?

Common symptoms covered are: Obstacles or Uneven Ground Obscured Within the RESA; Water Ponding or Soft/Muddy Ground Within the RESA; Equipment or Structure Found Within the Protected Area; Pilot Confusion Reported Near the RESA at Night; Uneven Surface or Rutting Found in the RESA. For example, for "Obstacles or Uneven Ground Obscured Within the RESA": Likely Cause: Uncontrolled vegetation growth (grass, weeds, shrubs) has overgrown the area, hiding surface irregularities. Diagnostic Steps: Conduct a walk-through inspection of the RESA surface, checking for hidden ruts, holes, or debris beneath vegetation. Corrective Action: Mow and clear vegetation per the routine maintenance schedule, and address any surface defect uncovered during the inspection.

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