- Client
- Binh Bridge Project Management Unit (PMU – BINH)
- Design / Supervision
- Consortium of CHODAI and JOC in Association of FINNROAD & HECO
- Completion
- Brief Description
- • Bridge Type: 17-span continous composite plate girder (3 spans of continous cable stayed bridge included)
• Bridge Length: 1,280m
• Spans: 50 + 6@60 +100+260+100+6@60+50m
• Effective Width: 22.5m (4-lane roadway + 2 sidewalks)
• Tower: H-shaped RC Tower, H =101.6m, 2nos.
• Construction Method: Incremental launching method in the approach spans, Cantilever method in the main spans of cable-stayed bridge.
• Land Preparation Work: 15,000m3
• Foundation Piling Work:D800 ~900mm, 231 nos, D2,000m, 58 nos.
• Pier: 14 nos. Abutment: 2nos.
- Location
- Hai Phong City, Socialist Republic of Vietnam
