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Post-tensioned Continuous PC Girder Bridge (Momozawagawa Bridge, Numazu-Nagaizumi IC — Second Tomei Expressway)

Details Ramp D works — 7-span continuous PC girder bridge: 318 m
Outbound line works — 7-span continuous PC girder bridge (main line): 318 m
2-span continuous PC girder bridge (ramp): 79 m
Maximum span of the superstructure: 55.5 m
Maximum reaction per shoring column: 482.3 kN
Deck slab depth: 3.6 m
Width: 24.7 m
HS Truss length: 24.5 m

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