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  1. The bridge’s starting and terminal ends avoid from the potential collapse regions.
2. The piers locations avoid from the scour of meander(the maximum depth of box caisson is 38 meters)
3. Adopt long span prestressed box type bridge design(the maximum high of bridge is 52 meters)
4. The bottom elevation of girder is 6.85 meters higher than the flood elevation in 50 years.