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Shiosai Bridge (Shizuoka) 2nd Mandaue -Mactan Bridge (Philippines) Japan Highway Public Corp. Ayunose Bridge (Kumamoto)

Shiosai Bridge (Shizuoka, Japan)

4 Spans Continious Deck Type Stress Bibbon Bridge
L=232m

2nd Mandaue-Mactan Bridge (Philippines)

Extradosed Bridge
L=410m Max Span=185m W=18m

King Hussein Bridge (Jordan)

Extradosed PC Bridge
4 Lanes Concrete Bridge : L=120m W=18.9m
Approach Road : 4 lanes,
Jordan Side : 769m
West Shore Side : 20m
Access Road : 2 lanes, 7,600m

Ayunose Bridge (Kumamoto, Japan)

Cable Stayed Bridge
L=390m Max Span 200m W=8m

Tsukuhara Bridge(Hyogo) Oshiba Bridge (Hitoshima) Tateyama Bridge (Toyama) Linkway Bridge (Shingapore)

Tsukuhara Bridge(Hyogo, Japan)

Extradosed PC Bridge
Lengh:323m Max Span:180m Width:9.3m

Oshiba Bridge (Hiroshima, Japan)

Cable Stayed Bridge
L=410m Max Span=210m W=5m

Tateyama Bridge (Toyama, Japan)

Arch Bridge Erection Method
Rod hoisted Melan

Linkway Bridge (Shingapore)

Space Truss Bridges
L =154.5m Max Span=58m W=9m

New Nyali Bridge (Kenya) New Nyali Bridge (Kenya) baichay  

Second Chikuma River Bridge (Nagano, Japan)

Pre-stressed Concrete Cable-stayed Bridge)
L=270m Max Soan:133.9m W=12.8m

New Nyali Bridge (Kenya)

L=330m W=26.39m
Superstructure: PC,
Dywidag Method Substructure: Cast-in-place Pile, Diameter:L=54m, Number of Piles=58

Bai Chay Bridge (Vietnam)

6 Span Continuous Cable Stayed PC Bridge
Bridge Length 903m,
Main Span 435m
Caisson Foundation 3 Nos