As part of the contract, the old ballast prism and antifreeze layer were excavated, transported to the depot, and crushed;
Excavation and transportation of earth masses were carried out until the design elevations for the main earth platform were reached, and the platform was stabilized by laying nonwoven geotextile;
A drainage design for the railway track was implemented, including the laying of concrete ditches on a sand base and shaping the earth profile on both sides of the structures;
The anti-corrosion coating of the railway bridge was restored through sandblasting to a metal shine (SA 3 level), priming, and applying two coats of alkyd paint.
