Cable-Stayed Bridge

Nhat Tan Bridge

Client	PMU85, Ministry of Transport, Vietnam
Bridge type	6-span continuous Cable-Stayed Bridge
Erection method	Crawler Crane Erection + Balanced Cantilever Erection
Completed in	2014
Location	Hanoi, Socialist Republic of Viet Nam

2014 Japan Society of Civil Engineers Tanaka Award winning.

6 span continuous cable-stay bridge

Yuri Bridge

Client	Yurihonjo City
Bridge type	Cable-Stayed Bridge
Erection method	Crawler Crane Bent Erection
Completed in	2012
Location	Akita Prefecture, Japan

Binh Bridge

Client	Binh Bridge PMU, Haiphong People’s Committee, Vietnam
Bridge type	3-span continuous Cable-Stayed Bridge
Erection method	Cantilever Erection
Completed in	2005
Location	Haiphong, Socialist Republic of Viet Nam

The bridge consists of 17-span continuous steel and pre-cast RC slab composite girders, with three center spans of the cable-stayed type. A steel and pre-cast RC slab composite girder was selected to minimize its own weight and shorten the construction period.

Tatara Bridge

Client	Honshu-Shikoku Bridge Authority
Bridge type	Cable-Stayed Bridge
Erection method	Assembled Large Block Erection Method by Floating Crane + Cantilever Erection
Completed in	1998
Location	Hiroshima-Ehime (Nishi-Seto Expressway), Japan

1998 Japan Society of Civil Engineers Tanaka Award winning.

The TATARA Bridge is the 2nd longest cable-stayed bridge in the world. A 3D wind tunnel test was carried out at the IHI research center during the design stage to verify its wind-resistance stability.

Meiko East Bridge

Client	Japan Highway Public Corporation
Bridge type	3-span continuous Cable-Stayed Bridge
Erection method	Block Erection Method by Floating Crane + Vertical Hanging Method
Completed in	1997
Location	Aichi Prefecture, Japan (Isewangan Expressway)

1997 Japan Society of Civil Engineers Tanaka Award winning.

The Meiko East Bridge was erected using the balancing method, whereby no temporary bents were required to support the decks. This method enables the navigation channel to remain open during the construction. The structural stability and displacement were also continually monitored during the construction period.

Tsurumi-Tubasa Bridge

Client	Metropolitan Expressway　Public Corporation
Bridge type	3-span continuous Cable-Stayed Bridge
Erection method	Assembled Large Block Erection Method by Floating Crane
Completed in	1994
Location	Kanagawa Prefecture, Japan (Bay Shore Route)

1994 Japan Society of Civil Engineers Tanaka Award winning.

Ikuchi Bridge

Client	Honshu-Shikoku Bridge Authority
Bridge type	3-span continuous Cable-Stayed Bridge
Erection method	Vertical Hanging Method
Completed in	1991
Location	Hiroshima Prefecture, Japan - Ehime Prefecture, Japan (Nishi-Seto Expressway)

Yokohama-bay Bridge

Client	Metropolitan Expressway　Public Corporation
Bridge type	3-span continuous Truss beam Cable-Stayed Bridge
Erection method	Assembled Large Block Erection Method by Floating Crane + Cantilever Erection
Completed in	1989
Location	Yokohama, Japan (Bay Shore Route)

1989 Japan Society of Civil Engineers Tanaka Award winning.

The main structure is a double deck truss bridge. The upper deck box-girder, vertical members and lower deck cross beams form a rigid frame.

Torikai-Niwaji Bridge

Client	Osaka prefectural road public corporation
Bridge type	Cable-Stayed Bridge
Erection method	Cantilever Erection
Completed in	1987
Location	Osaka Prefecture, Japan

Iwakurojima Bridge

Client	Honshu-Shikoku Bridge Authority
Bridge type	3-span continuous Truss beam Cable-Stayed Bridge
Erection method	Cantilever Erection
Completed in	1986
Location	Kagawa Prefecture (Seto Chuo Expressway)