Box Girder Bridge
- Suspension Bridges
- Cable-Stayed Bridge
- Arch Bridge
- Truss Bridge
- Box Girder Bridge
- Girder Bridge
- Rigid Frame Bridge
- Pedestrian Bridge
HM 11-13
Client | Metropolitan Expressway Company Limited. |
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Bridge type | 5-span continuous Box Girder Bridge 6-span continuous Rigid Frame Box Girder Bridge 3-span continuous Rigid Frame Box Girder Bridge 3-span continuous I Girder Bridge |
Erection method | Assembled Large Block Erection Method by Launching Erection & Deck Barge + Truck Crane Bent Erection |
Completed in | 2017 |
Location | Tokyo, Japan |
Honsawa River Bridge
Client | Nagano Prefecture, Japan |
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Bridge type | 4-span continuous Girder Bridge |
Erection method | Truck Crane Bent Erection |
Completed in | 2005 |
Location | Nagano Prefecture, Japan |
New Golden Horn Bridge
Client | General Directorate of Highways, Ministry of Public Works and Settlement, Turkey |
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Bridge type | 8-span continuous Steel Deck Girder Bridge |
Erection method | Cantilever Erection |
Completed in | 1998 |
Location | Istanbul, Turkey |
Extension of the Golden Horn Bridge, with the construction of a new continuous box Box Girder Bridge next to the existing one. The project included design, superstructure, substructure, all civil engineering for the approach road, and reinforcing old bridges.
BY514
Client | Metropolitan Expressway Public Corporation |
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Bridge type | 4-span continuous Steel Deck Girder Bridge |
Erection method | Truck Crane Bent Erection |
Completed in | 1997 |
Location | Kanagawa Prefecture, Japan |
Tokyo Wan Aqua - Line Expressway
Client | Trans-Tokyo Bay Highway Corporation |
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Bridge type | Box Girder Bridge |
Erection method | Assembled Large Block Erection Method by Floating Crane |
Completed in | 1996 |
Location | Tokyo, Chiba Prefecture |
1996 Japan Society of Civil Engineers Tanaka Award winning.
1996 Japan Society of Civil Engineers Tanaka Award winning bridge
The expressway runs midway through Tokyo bay and connects Kawasaki, Kanagawa prefecture and Kisarazu, Chiba Prefecture.
The expressway consists of undersea tunnels and bridges. The total length is 15.1km.
The construction started in 1989, with commercial operation commencing in 1997.
Namihaya Bridge
Client | Osaka Prefecture |
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Bridge type | 3-span continuous Steel Deck Girder Bridge |
Erection method | Assembled Large Block Erection Method by Floating Crane |
Completed in | 1995 |
Location | Osaka Prefecture, Japan |
Tenpouzan Junction
Client | Hanshin Expressway Company, Limited. |
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Bridge type | 3-span continuous Steel Deck Girder Bridge |
Erection method | Assembled Large Block Erection Method by Floating Crane |
Completed in | 1992 |
Location | Osaka Prefecture, Japan |
An interchange connects three locations, Sakai, Kobe and Osaka.
Minato Bridge
Client | Wakayama Prefectural Road Corporation |
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Bridge type | 5-span continuous Steel Deck Girder Bridge |
Erection method | Assembled Large Block Erection Method by Floating Crane |
Completed in | 1991 |
Location | Wakayama Prefecture, Japan |
Daikoku Interchange
Client | Metropolitan Expressway Public Corporation |
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Bridge type | Box Girder Bridge |
Erection method | Truck Crane Bent Erection |
Completed in | 1989 |
Location | Kanagawa Prefecture |
An interchange located in the middle of Metropolitan Expressway Bay Shore route, which is the approach road to the Yokohama Bay Bridge.
Jyonan Bridge
Client | Tokyo, Japan |
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Bridge type | 3-span continuous Steel Deck Girder Bridge |
Erection method | Truck Crane Bent Erection |
Completed in | 1986 |
Location | Tokyo, Japan |
Kogane Bridge
Client | Nagoya Expressway Public Corporation |
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Bridge type | 3-span continuous Steel Deck Girder Bridge |
Erection method | Launching Erection |
Completed in | 1986 |
Location | Aichi Prefecture, Japan |
Hirabayashi Bridge
Client | Hanshin Expressway Company Limited. |
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Bridge type | 2-span continuous Steel Deck Girder Bridge |
Erection method | Truck Crane Bent Erection+Cantilever Erection |
Completed in | 1981 |
Location | Osaka Prefecture, Japan |
Kojima Bay Bridge
Client | Okayama Prefecture, Japan |
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Bridge type | 6 span continuous Steel Deck Girder Bridge |
Erection method | Assembled Large Block Erection Method by Floating Crane |
Completed in | 1981 |
Location | Okayama Prefecture, Japan |
Hamana Lake Bridge
Client | Japan Highway Public Corporation |
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Bridge type | Box Girder Bridge |
Erection method | Truck Crane Bent Erection+Cantilever Erection |
Completed in | 1968 |
Location | Shizuoka Prefecture, Japan |