Kapuskasing 50.2

About The Project

Stationary LiDAR scanning of concrete substructure at rail bridge (Kapuskasing Mi. 50.2, Fauquier).

Scanning of the concrete structural elements included the 2 concrete backwalls and the central pier.  Scanning was completed from all available vantage points to capture the required data, from points on track level and at ground level near the water’s edge.  Top of rail points were also taken with the total station equipment.

Groma’s GIS team extracted the required structural elements from the stationary LiDAR point cloud, for inclusion in a CAD survey base plan.  The team also produced PDFs showing the dimensions of the substructure.

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