PAVEMENT SURFACE · ICAO ANNEX 14 In development

The whole runway surface, at a resolution you can measure from

Pavement fails slowly and then all at once. A low serpentine pass images the full width of a runway or taxiway at a known ground resolution, so the surface is on record while problems are still maintenance rather than a closure.

Plan from a real scan · crack illustrative · schematic section
1 h
of flying per kilometre of a 45 m wide runway, plus battery changes
1 pass
covers the full surface width
cracks
the distress in development, coded to ASTM D5340
RTK ±1 cm
every image georeferenced
FROM THE FIELD

Real captures from real inspections

Every picture below comes from an inspection we flew: drone frames, field photos and app screens. The brackets mark what the analysis reads.

Real nadir drone photograph of asphalt with two sealed cracks meeting at a T and a small patch at the top
REAL FRAME 0047 · NADIR · 5 M AGL

Asphalt, sealed cracks meeting

Crop of frame 0047 of a 4 Sep 2026 surface scan, nadir, from the 8064 × 6048 original at 100 %.

Real nadir drone photograph of a concrete slab with one joint and the edge of a white marking on the right
REAL FRAME 0254 · NADIR · 28 SEP 2026

Concrete slab, joint and marking edge

Crop of frame 0254 of a 28 Sep 2026 surface scan, nadir, from the 8064 × 6048 original at 100 %.

FIT

Who this is for

For
Aerodrome maintenance managers who want a complete imagery record of the surface to set against what the next walk-down finds.
Airport engineers preparing a resurfacing, a joint resealing or a rubber removal who need the surface imaged at a known resolution, so the extent of the work can be measured from the imagery rather than paced out.
Operators who need a documented record of the pavement surface at a date, before or after works, a handover or an incident.
Not for
A condition rating per section or a repair priority list, which TarmacView does not produce today.
Structural capacity, bearing strength or subsurface voids, which need load testing, coring or ground penetrating radar rather than imagery.
Friction and texture measurement, which is a separate instrument and a separate visit.
JUDGED ON DELIVERY

Outcomes and acceptance criteria

01 The whole scoped surface, imaged

Every part of the scanned surface is covered by the flown pass, and no strip is imaged worse than the rest. Each image carries its position, so a crew can go to a place in the imagery rather than look for it.

Acceptance Pick any point on the scanned surface, and the frame covering it and its position are there.
02 Imagery at a resolution that was computed, not hoped for

The surface is imaged at the ground resolution and overlap the pilot scope names, from a pass whose run count and frame spacing were derived from the camera before the flight.

Acceptance The report states the flown resolution, and the imagery bears it out anywhere you look.
03 A record the next scan can be compared against

The imagery is georeferenced and retained, so a repeat scan of the same area can be set beside this one by your engineer. A comparison report between scans is not produced.

Acceptance A location in this scan can be found again in the next one by its position.

Coverage that is calculated, not estimated

A pavement scan is only worth as much as its worst-covered strip. So the pass is derived from the camera, not from a guess.

Scan configuration with ground detail, height, speed, overlaps and camera settings

The run count comes out of the optics

Five scan runs laid around the touchdown point only

Scan the part you care about

WHAT COMES BACK

What the scan delivers

The imagery located on the surface, so the next survey compares against this one rather than starting over.

8 parameters ASTM D5340 · ICAO Doc 9157
01 Georeferenced imagery

The full scanned surface at the stated ground resolution and overlap, every image with its position.

State Built
02 Coverage record

The flown resolution, overlap, run count and frame spacing, stated in the report.

State Built
03 Retained imagery

Kept so that a disputed finding can be re-examined and a survey can be re-run on a newer model, which is manual today.

State Built
04 Crack detection

One model class, crack or not crack, run on the orthomosaic on a separate GPU machine.

State In development, close to a first MVP
05 ASTM D5340 crack codes

Rules turn detected cracks into codes 41 alligator, 43 block, 48 longitudinal and transverse on asphalt, and 63 linear on concrete. No other distress is classified.

State In development
06 Obstruction and pattern check

The low-level pass along the full runway also confirms visual contact with the runway elements is not obstructed.

State Not obstructed
07 Position of every image

Each image carries a surveyed position, so repeat scans of the same area can be lined up.

State RTK ±1 cm
08 Anything other than cracks

Not included. No other distress type is detected. Recognising grass, patches and debris is in development, short of training data.

State In development
DELIVERY · 6 STEPS

From resolution to georeferenced imagery

01 Pilot conversation

You name the surfaces, or the part of a surface, and the question the scan has to answer. We turn the question into a ground resolution and an overlap, agree how the imagery is handed over and who is told on the day if the crew sees a hazard. Output is a pilot scope that states the resolution the scan will be flown at.

02 Mission build

The runs are computed from the surface geometry, the resolution and the camera optics: flight height, run count, frame spacing and speed all follow from them. The height profile follows the terrain. Output is a validated mission and a capture window request to your tower.

03 Capture

Flown between aircraft movements, about an hour of flying per kilometre of a 45 m wide runway, plus battery changes. Every image carries its RTK position, to about ±1 cm. If a movement interrupts a run, the run resumes from where it stopped. If weather closes the window, the mission is reflown unchanged rather than rebuilt.

04 Crack detection, in development

Imagery is built into an orthomosaic and run through the crack model on a separate GPU machine, and rules code the cracks to ASTM D5340 categories 41, 43, 48 and 63. This step is close to a first MVP. Recognising grass, patches and debris is also in development, short of training data. No other distress is detected.

05 Notice on the day

Debris recognition is in development, short of training data, so the analysis does not raise a same-day debris notice yet. Anything the crew sees that reads as an immediate operational hazard, debris on a movement area or an open spall in the touchdown zone, is passed to the tower at the time with its location.

06 Delivery

The georeferenced imagery and the report land together. Anything disputed is re-examined against the retained imagery rather than re-flown.

Parallel scan runs starting at the threshold
CAPTURE · FULL WIDTH · EVERY IMAGE GEOREFERENCED

Parallel scan runs starting at the threshold

EVIDENCE AND CAPABILITY

The claim worth checking is the coverage

PRICING

Not offered yet

EUR not offered yet excl. VAT EU Checked 2026-09-08
Cost driver 01 Area Capture time and processing both scale with it. A part of a surface is a smaller job than the whole of it.
Cost driver 02 Resolution A finer resolution means a lower flight, more runs and more images over the same area, and the pilot scope says by how much.
Cost driver 03 Baseline or repeat A repeat of a known area can reuse the mission settings of the last scan.
Cost driver 04 Travel Shows up as travel and not as a different scan.
EACH WITH AN OWNER

Risks and dependencies

Owner · WEATHER Weather and surface state

Standing water, snow cover and heavy contamination hide the surface from a camera, and wind above the drone's limit stops the low pass. Results are best on a calm, sunny day, because high wind blurs images and low light forces a high ISO. Harsher conditions are workable with an adjusted, slower surface-scan configuration. The mission is reflown rather than scanned through the obstruction. This is nobody's fault and it is the most common reason a date moves.

Owner · OPERATOR Access

The scan needs tower coordination and, at most aerodromes, an escort, and a low pass along the full runway needs movement windows long enough to fly a run. If the windows do not appear, the visit does not happen. That dependency sits with the aerodrome operator and it is worth confirming before travel is booked.

Owner · BOTH, AT SCOPING The question

A scan flown at the wrong resolution answers the wrong question, and reflying it is a second visit. We turn your question into a resolution at scoping and write it into the pilot scope, and the report states the resolution that was flown so the two can be compared.

Download as PDF

Frequently Asked Questions

What is the difference between the scan and the pavement condition assessment?
Both start from the same capture. The scan is the narrower service: the surface, or part of it, imaged at a ground resolution computed from the camera, with every image georeferenced and retained. The pavement condition assessment adds an agreed section map and is where crack detection with ASTM D5340 coding is scoped, which is in development and close to a first MVP. Neither produces a condition rating or a ranked repair list.
What resolution do you fly at?
The one the question needs. A hairline crack needs a finer ground resolution than a spall or a patch, and the resolution is set by the flight height and the camera, so we compute the height from the resolution you ask for rather than the other way round. Where you need finer, the scan is flown lower, which means more runs and more images, and the pilot scope says so before the flight.
How long does the aerodrome have to give us?
The capture window, and nothing else. The scan is flown between aircraft movements in coordination with the tower, and the drone clears the runway when asked. Budget about an hour of flying per kilometre of a 45 m wide runway, plus battery changes, with taxiways and aprons added in proportion to their area. The runs are laid out so that an interrupted run is reflown from where it stopped rather than restarted. Any analysis happens afterwards, off site.
How is coverage guaranteed?
By computing it before the flight instead of checking it after. From the flight height, the gimbal angle and the camera's field of view, the footprint of one image on the pavement is known. From that footprint and the overlap you asked for, the number of parallel runs across the surface width and the spacing between frames along each run follow, and the flight speed is checked against the camera's frame rate so that every planned frame is actually captured. The height follows the terrain, so the resolution holds where the surface falls away. The result is that the worst-covered strip of the surface is covered as well as the best.
What do you do about debris found on the surface?
Debris recognition is in development, short of training data, so the scan does not find debris for you yet. The imagery is retained, so a loose item or a spall can be seen in it by a person looking. If the crew sees loose material on a movement area during the flight, they pass it to the tower at the time. Debris is an operational hazard rather than a pavement defect, and the aerodrome will want it cleared before the next movement.
Can you scan only part of a surface?
Yes, and it is often the right choice. The along-track window can be capped or trimmed at either end and measured from either runway end, so re-checking the first six hundred metres off one threshold is one setting. The band across the surface can be narrowed to one side, which is how a shoulder or half of a wide apron gets scanned without flying the rest. Runs can be laid along the surface or across it. A repeat scan of a known problem area is a smaller flight, and it can reuse the settings of the last scan of the same area.
What do we get, in what format?
The imagery at the flown resolution, georeferenced, and a short report that says what was flown, at what resolution and over which area. The in-development crack output is a section and sample-unit inventory as GeoJSON plus a JSON and Markdown report. Retained imagery is kept so that a disputed finding can be re-examined against the frames rather than re-flown, and so that a survey can be re-run on a newer model.

References

icao-annex-14-v1
Annex 14 to the Convention on International Civil Aviation, Volume I: Aerodrome Design and Operations International Civil Aviation Organization
icao-doc-9137-p9
Doc 9137, Airport Services Manual, Part 9: Airport Maintenance Practices International Civil Aviation Organization
faa-ac-150-5210-24
AC 150/5210-24, Airport Foreign Object Debris (FOD) Management Federal Aviation Administration
Reviewed by Štefan Moravík · 2026-09-08
Keep reading

Learn more

03 PAGES
Drone FOD Detection on Runways, Taxiways and Aprons
Drone FOD Detection on Runways, Taxiways and Aprons
products

Drone FOD Detection on Runways, Taxiways and Aprons

Drone FOD detection on runways, taxiways and aprons, in active development and not offered yet. The platform plans the low pass and georeferences each…

OCT 23 2026 10 MIN
Road Pavement Condition Assessment for Municipalities
Road Pavement Condition Assessment for Municipalities
products

Road Pavement Condition Assessment for Municipalities

Municipal road survey by drone and ground imagery, in active development and not offered yet. The platform already plans flights and georeferences…

SEP 04 2026 10 MIN
Airfield Pavement Condition Index (PCI) by Drone
Airfield Pavement Condition Index (PCI) by Drone
products

Airfield Pavement Condition Index (PCI) by Drone

A drone survey to an ASTM D5340 distress inventory and a PCI for every sample unit of the airfield, with every crack measured, rated and shown on one…

SEP 04 2026 9 MIN
Get Started

Talk to us about the development

This service is in active development and is not offered yet. If you want to follow it or try it early at your aerodrome, tell us the aerodrome and the surfaces and we will talk it through. Nothing is binding.