In conditions of limited area in connection with unstopped usage of mooring on site with length of 50 meters 28 piles of the hydraulic engineering basis with diameter of 1020 mm have been shipped. Also the monolithic reinforced concrete plate of the top structure in volume of 350 m³ is laid.

 

Piles immersing was carried out with use of vibratory pile driver Muller MS 32, and additional works - diesel tup Delmag.

 

In view of complex geological conditions in neighbouring commune of construction, and also presence in thickness of a priming coat a lot of construction waste, constant monitoring of condition of existing constructions was spent.

 

The reconstructed quay with length of 196 meters will be used for loading granular cargoes on vessels by dead weight up to 25 thousand tons. Earlier the quay was not maintained because of the technical condition.