Superstructure/Arch truss bridge
  The proposed erection method for the arch truss was the member erection method using the temporary supports. However, the erection was conducted by the block erection method to save construction period and secure the safety during the erection. The blocks which weigh 100 to 200 tonf were erected using the 200ton floating crane.

¡áErection Stages for Each Section ¡á


View of the Assembly Yard
Lifting of the Block by F/C
Erection of the Block of the Intermediate Support