Select the another date

Within the NSC Project at the construction site the following works are being performed:
- Assembling of metal structures of eastern end wall of the Arch;
- Installation of girders for internal casing;
- Preparation for displacement of lifting towers;
- Assembling of external casing of the Arch (eastern end wall);
- Arrangement of inclined piles in the serviced area (northern slip foundations);
- Reinforcement of the serviced area foundation (northern slip);
- Operations on arranging an engineering building.

Assembling of metal structures of the Arch (till Lifting No.3)
 Under design – 2,286 tons, performed – 218.87 tons (9.5%)

Arrangement of foundations in the Arch’s serviced area (northern slip):
Concrete: under design – 5,674.2 m³; placed – 467 m³ (8.23%);
Reinforcing steel: under design – 1,251.609 tons; manufactured – 404.880 tons (32.35%).

Arrangement of base concrete and insertion of inclined piles within serviced area (northern slip):
- Design concrete volume – 1,060 m³, placed – 1,058 m³ (99.81%);
- Design pile amount – 208 piles, placed till design mark – 193 piles (92.79%)

Select the another date

Within the NSC Project at the construction site the following works are being performed:
- Assembling of metal structures of eastern end wall of the Arch;
- Installation of girders for internal casing;
- Dismantling of jacking system;
- Assembling of external casing of the Arch (eastern end wall);
- Arrangement of inclined piles in the serviced area (northern slip foundations);
- Reinforcement of the serviced area foundation (northern slip);
- Operations on arranging an engineering building.

Assembling of metal structures of the Arch (till Lifting No.3)
Under design – 2,286 tons, performed – 88,35 tons (3,86%)

Arrangement of foundations in the Arch’s serviced area (northern slip):
Concrete: under design – 5,674.2 m³; placed – 272 m³ (4.79%);
Reinforcing steel: under design – 1,251.609 tons; manufactured – 356.717 tons (28.5%).

Arrangement of base concrete and insertion of inclined piles within serviced area (northern slip):
- Design concrete volume – 1,060 m³, placed – 1,058 m³ (99.81%);
- Design pile amount – 208 piles, placed till design mark – 178 piles (85.58%)

Select the another date

Within the NSC Project at the construction site the following works are being performed:
- Load transfer from the Arch lifting system jacks to the locking devices;
- Arrangement of inclined piles in the serviced area (northern slip foundations)
- Work commencement on assembling of external casing of the Arch (end wall)
- Reinforcement of the serviced area foundation (northern slip);
- Operations on arranging an engineering building.

Assembling of metal structures of the Arch (till Lifting No.3)
Under design – 1,170 tons, performed – 36 tons (2%)

Arrangement of base concrete and insertion of inclined piles within serviced area (northern slip):
- Design concrete volume – 1,060 m³, placed – 1,058 m³ (99.81%);
- Design pile amount – 208 piles, placed till design mark – 163 piles (78,36%)

Select the another date

Within the NSC Project at the construction site the following works are being performed:
- Completion of the Second Lifting of the Arch:
  -- Dismantling of pivoting supports;
  -- Assembly of locking devices;
  -- Load transfer from the lifting system jacks to the locking devices (25% of load is transferred to the locking devices);
- Arrangement of inclined piles in the serviced area (northern slip foundations) – 154 piles of 208 (74%).
- Reinforcement of the serviced area foundation (northern slip).
- Operations on arranging an engineering building.

Arrangement of base concrete and insertion of inclined piles within serviced area (northern slip):
- Design concrete volume – 1,060 m³, placed – 1,058 m³ (99.81%);
- Design pile amount – 208 piles, placed till design mark – 154 piles (74%)