Topographic Survey · Terrestrial Laser ScanningProject 25-00264 · 1.1-mile roadway corridor · Broward County, FL · Saeid Zare, GISP
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Ground elevation: –
Elevation profile

Roadway Topographic Survey: Terrestrial Laser Scanning

A 1.1-mile roadway corridor topographic survey (project 25-00264) captured as five terrestrial laser scanning blocks with almost a billion points, tied to 29 surveyed control points. I reduced, adjusted, merged, classified and modeled the scans into the products a roadway design team uses: a bare-earth surface, contours, slope and drainage analysis, a true-color plan view, a classified 3D point cloud and a control-point QA report, all published to the web with open-source tools.

RIEGL TLSSurvey control (NLTTS · IRCS · NLDF)Python (laspy · NumPy · SciPy)GDAL / OGRCloudComparePotreeConverter · PotreeLeafletChart.js
1 · Scan & control5 TLS blocks along the corridor; 29 control points set or recovered
2 · Reduce972 M raw points → 18.8 M feature-preserving 1 ft min/max cloud (ground, curbs, edges kept)
3 · AdjustPer-block vertical adjustment to control, then density-based block merge (no edge-of-range ghosting)
4 · Classify & modelProgressive morphological ground filter, 1 ft DTM, 0.5 ft contours, slope, ponding
5 · QA & publishControl residual report, map tiles, GeoJSON, Potree octree

Map

  • True-color plan view rendered from the scans
  • Shaded DTM, hillshade, slope classes, ponding depth, 0.5 ft contours
  • Control points colored by QA result, with residuals
  • Hover elevation, profiles with average grade, distance measure

3D scan

  • Classified point cloud: ground, vegetation, structures
  • Spot elevations, distances, heights, areas, angles
  • Cross-sections across the road and clip boxes

Method & QA notes

Each scan block was shifted vertically to the control points that have a clear ground return, about +6.8 ft for every block, which shows a consistent datum offset in the raw export. Overlapping blocks are merged cell by cell, keeping the block with the highest local point density. Control residuals are measured against the final 1 ft DTM. Points without a clear ground return in the reduced cloud are flagged rather than forced. This is a preliminary QA built on the registration-grade light clouds. A signed PSM deliverable uses the full-resolution adjusted cloud.