Damage state | Description of cracks |
#1 | Shear cracks due to the new anchorage of the prestressed cables by cutting the lower 20 straight lined prestressed cables After mass loading with 250 tons for the static test, a vertical bending crack in the girder at position of the cutting line 1 occurred + some new shear cracks |
#3 | Growing of the existing cracks and formation of new cracks at cutting line 1 + small cracks between the holes on the upper side by the loading of static test |
#4 | More bending cracks above the column |