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Post-tensioned Continuous PC Girder Bridge (Kanaya-Higashi Viaduct Superstructure — Second Tomei Expressway)

Details 13-span continuous PRG slab-girder bridge (formwork slide construction on the inbound and outbound lines)
Inbound line L: 328 m, W: 24.3 m (max.)
Outbound line L: 323 m, W: 24.8 m (max.)
Average deck slab height H: 10.0 m
Maximum reaction per shoring column: 386.554 kN

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