The project was implemented to document railway stations или to perform an inventory of railway stations.

The BIM model is based on laser scanning data with an accuracy of 3—5 cm and a level of detail LOD-100. The surveyed area was 8 km long and covered territories within and outside settlements.

The objective of the project was to recreate in a BIM environment a section of railway line including a bridge and an underground crossing. The model was supposed to reflect the current state of the site and become the basis for further design and reconstruction decisions. The obtained results provided the customer with accurate source data for for analysis and planning purposes.

The aim of the project was to create a BIM model of the station, which reflects its real state and serves as the basis for the further development of the infrastructure. Thanks to the resulting BIM model, the customer received a detailed tool for analysis, planning upgrades and optimization of operational processes.

The project was implemented to document the railway station или to perform an inventory of the railway station. The resulting BIM model allows it to be used as a reliable basis for further design decisions, reconstructions or technical analysis of infrastructure.

The objective of the project was to classify point clouds obtained using the MX9 mobile scanning system along the tram infrastructure. In the course of work, the main classes were identified: buildings, dynamic objects, road surfaces, ground, vegetation, noise, and other features.

As part of this project, point clouds obtained by the Trimble MX9 mobile system were registered.Since scanning is performed while in motion,reference targets fixed directly on the ground or on nearby structures were used to refine the trajectory. The achieved registration accuracy was up to 3 cm.

As part of this project, the registration of point clouds obtained using the Trimble MX9 mobile system during the scanning of the tram network was performed. Since scanning was carried out while in motion, geodetic reference points were used to clarify the trajectory. The achieved registration accuracy was up to 1-2 cm.