|  |  | JPCEA AWARDS 
 
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      | ●Tokyo International Airport International Airline District GSE Bridge
 
 
        
          
            | Location: | Tokyo |  
            | Structural Type: | UFC 3-box girder bridge |  
            | Bridge length: | 48.0m |  
            | Span: | 46.0m |  
            | Width: | 15.0m |  
            | Design and Construction:
 | TAISEI, KAJIMA, Penta-Ocean, Toa, KAJIMA ROAD,and Taisei Rotec Cross-Work Item Construction JV
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      | ●Sannai Maruyama Bridge 
 
        
          
            | Location: | Aomori |  
            | Structural Type: | 4-span extradosed bridge |  
            | Bridge length: | 450m |  
            | Span: | 74.18m+150m+150m+74.18m |  
            | Width: | 13.85m |  
            | Design: | Chiyoda Engineering Consultants |  
            | Construction: | Zenitaka, Asanuma, Shida JV |  |  |  | 
    
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      | ●Yabegawa Bridge 
                               | Location: | Fukuoka |              | Structural Type: | 3-span cable-stayed bridge |              | Bridge length: | 517.0m |              | Span: | 126.0m+261.0m+126.0m |              | Width: | 19.0m |              | Design: | Chodai |              | Construction: | Sumitomo Mitsui Construction, P.S. Mitsubishi JV, Shimizu, Kawada Construction JV
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      | ●1.1/2 VIEW 
 
        
          
            | Location: | Kochi |  
            | Structural Type: | PRC |  
            | Number of Stories: | 2 stories |  
            | Building use: | Cafe Restaurant & Boutique |  
            | Floor Space: | 189.75u |  
            | Total floor space: | 287.95u |  
            | Design: | Masao Kawae, JSD, Terui Engineering |  
            | Construction: | Tanaka Corporation, Uenogumi, Shinsei Steel Corporation,KenKen
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      | ●Ichii Shinkin Bank New Office 
 
        
          
            | Location: | Aichi |  
            | Structural Type: | SRC+S+PcaPC (Vibration Controlled Structure) |  
            | Number of Stories: | 12 stories |  
            | Building use: | Office |  
            | Floor Space: | 1,400u |  
            | Total floor space: | 10,000u |  
            | Design: | Masao Nikken Sekkei, Kakimi Sekkei JV |  
            | Construction: | Kajima, Nakamurakougyou, Sakakibara, Nakano JV |  |  |  | 
    
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      | ●Hoshigaura Kaigandori Bridge 
                               | Location: | Hokkaido |  
            | Structural Type: | RC+PC+S Hybrid PC Langer Bridge
 |              | Bridge length: | 66.4m |              | Span: | 65.0m |              | Width: | 6.24m |              | Design: | Japan Transportation Consultants |              | Construction: | Tekken Construction, Tsubono Construction JV |  |  |  | 
    
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      | ●Renewal of Concrete Slab Bridges at Okubi River Bridge 
                               | Location: | Okinawa |              | Structural Type: | 3-span and 6-span Continuous hollow slab bridge |              | Bridge length: | 51.100m, 102.013m |              | Span: | 16.550m+17.000m+16.550m,16.550m+4@17.000m+16.550m |              | Width: | 2@10.650m |              | Design: | Oriental Shiraishi Corporation |              | Construction: | Oriental Shiraishi Corporation First major renewal construction for a concrete slab bridge on
 a mainline expressway in Japan
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 R&D Awards
 
 
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      | ●Prestressed Concrete Falsework for Concrete Deck Construction
 
                               | Location: | Hong kong/ China (Stonecustters Bridge) |              | Structural Type: | Cable stayed Bridge |              | Bridge length: | 1,596m |              | Span: | 1,018m |              | Width: | 53m |              | Design: | Ove Arup & Partners Hong Kong Ltd |              | Construction: | Maeda, Hitachi, Yokogawa, Hshin Chong JV |  |  |  | 
    
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 Construction Technology Awards
 
 
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      | ●Yamagata pref. Shinjo Minami High school lesson room seismic retrofit work
 
                               | Location: | Yamagata |              | Structural Type: | RC |              | Number of Stories: | 4 stories |              | Building use: | High school |              | Floor Space: | 855.49u |              | Total floor space: | 2,636.0u |              | Design: | Yasujima Architect Structural design office |              | Construction: | Numatagumi Corporation |  
            | PC Construction: | Fuji p.s. Corporation |  |  |  | 
    
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      | ●Yoshio Bridge 
                               | Location: | Fukuoka |              | Structural Type: | 6-span hollow slab-bridge |              | Bridge length: | 217.5m |              | Span: | 29.2m+4@39.33m+29.2m |              | Width: | 18.0m |              | Construction: | Fuji p.s. Corporation |  |  |  | 
    
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      | ●Akabuchigawa Bridge on The New Tomei Expressway 
                               | Location: | Shizuoka |              | Structural Type: | (West-bridge)6-span continuous PC box girder bridge with corrugated steel web
 (East-bridge)5-span continuous PC box girder bridge with
 corrugated steel we
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            | Bridge length: | (West-bridge)404.0m (East-bridge)481.0m
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            | Span: | (West-bridge)41.0m+56.0m+82.0m+92.0m+82.0m+48.8m (East-bridge)99.55m+115.0m+80.0m+92.5m+91.3m
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            | Width: | 16.5m |  
            | Design: | Central Nippon Expressway Company, Sumitomo Mitsui Construction, Kyokuto Kowa JV,
 Nippon Koei, Kaihatsutoranomon Consultant,
 Toyo-Giken Consulting Civil Engineers
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            | Construction: | Sumitomo Mitsui Construction, Kyokuto Kowa JV |  |  |  | 
    
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