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Razter
.TIF

Photogrammetry & orthomosaics

Every frame aerotriangulated, stitched and georeferenced into one seamless, distortion-free raster.

Output GSD
1.5–5 cm/px
Format
.TIF (GeoTIFF)
Horizontal accuracy
±3–5 cm RMSE with GCPs
Turnaround
5–9 days
What's included

Seamless, distortion-free, georeferenced rasters down to centimetre GSD.

  • Orthomosaic (.TIF)

    A single georeferenced raster with lens distortion and perspective removed — true nadir, not a stitched photo panorama.

  • Aerotriangulation report

    Tie-point and check-point residuals, so the stated accuracy is verifiable, not asserted.

  • Custom CRS delivery

    Reprojected into the coordinate system your GIS or CAD already runs on.

How it runs

No surprises between quote and handover.

  1. 01

    Frame QC

    Incoming frames checked for overlap gaps, blur and exposure before processing starts — cheaper to re-fly a strip now than reprocess later.

    QC pass/fail per strip
  2. 02

    Aerotriangulation

    Tie points resolved across the block and tied to ground control; residuals checked against the accuracy spec.

    Adjusted camera positions · residual report
  3. 03

    Mosaicking

    The block is orthorectified and blended into one seamless raster, with seam lines placed to avoid moving objects and parallax error.

    Draft orthomosaic
  4. 04

    Check-point validation & delivery

    Independent check points (not used in the adjustment) confirm the stated RMSE before the file ships.

    Final GeoTIFF · accuracy report

Who this is for

  • Infrastructure & rail
  • Agriculture
  • Urban planning
  • Mining & quarrying
FAQ

Questions worth answering upfront.

What's the difference between an orthomosaic and a drone panorama?
A panorama is stitched for appearance; an orthomosaic is orthorectified — every pixel is corrected for lens distortion and terrain displacement so it can be measured against, not just looked at.
How is accuracy actually verified?
Independent check points that were surveyed but withheld from the adjustment are compared against the finished raster — the residual on those points is the reported RMSE.
Can you deliver in our existing CRS and datum?
Yes — tell us the EPSG code (or the projection your CAD/GIS already uses) and the output ships reprojected, not left for your team to convert.
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