|  |  | JPCEA AWARDS 
 
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      | ●Sarutagawa Bridge・Tomoegawa Bridge 
 
        
          
            | Location: | Shizuoka |  
            | Structural Type: | PC continuous rigid frame composite truss bridge
 |  
            | Bridge Type: | Highway Bridge |  
            | Bridge length: | Sarutagawa (Eastbound line) 610m Sarutagawa (Westbound line) 625m
 Tomoegawa (Eastbound line) 479m
 Tomoegawa (Westbound line) 479m
 |  
            | Span: | Sarutagawa (Eastbound line) 48.5m+2@90.0m+100.0m+2@110.0m+58.5m
 Sarutagawa (Westbound line)
 63.5m+2@90.0m+100.0m+2@110.0m+58.5m
 Tomoegawa (Eastbound line)
 59.5m+3@119.0m+59.5m
 Tomoegawa (Westbound line)
 57.0m+3@119.0m+62.0m
 |  
            | Width: | 16.5m (Effective width) |  
            | Design: | Central Nippon Expressway, Asia Air Survey, Shin Nippon Giken Engineering,
 Obayashi - Showa Concrete - Haltec JV,
 P.S.Mitsubishi - Abe Nikko Kogyo JV
 |  
            | Construction: | Obayashi - Showa Concrete - Haltec JV, P.S.Mitsubishi -
 Abe Nikko Kogyo JV
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      | ●Calsonic Kansei Research and Development Center, and Headquarters
 
 
        
          
            | Location: | Saitama |  
            | Structural Type: | RC+S+PCaPC (Main Building) RC+S (East Building)
 |  
            | Number of Stories: | Main Building 7 stories East Building 3 stories
 |  
            | Building use: | Research institute, Office |  
            | Floor Space: | Main Building 6,266.88 u East Building 3,761.39 u
 |  
            | Total floor space: | Main Building 37,930.17 u East Building 9,540.70 u
 |  
            | Design: | Nikken Sekkei, Taisei (Structural Design)
 |  
            | Construction: | Taisei |  |  |  | 
    
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      | ●Onogawa Bridge 
                   
            | Location: | Kumamoto |  
            | Structural Type: | 4-span continuous PC extradosed bridge
 |  
            | Bridge Type: | Railway Bridge |  
            | Bridge length: | 286.0m |  
            | Span: | 30.0m+2@113.0m+30.0m |  
            | Width: | 12.4m |  
            | Design: | Yachiyo Engineering |  
            | Construction: | Obayashi-Oriental Shiraishi-Mori JV |  |  |  | 
    
      | 
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      | ●Palm Jumeirha Monorail Viaducts 
 
        
          
            | Location: | Dubai, U.A.E. |  
            | Structural Type: | 5-span continuous PC Viaduct |  
            | Bridge Type: | Railway Bridge (Monorail) |  
            | Bridge length: | Standard Type 145m (Total Route Length 5.4km)
 |  
            | Span: | Standard Type 29m |  
            | Width: | 800mm (Guideway Beam Width) |  
            | Design: | Masao Kawae, JSD, Terui Engineering |  
            | Design and Construction:
 | Obayashi-Oriental Shiraishi JV |  |  |  
 | 
    
      | 
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      | ●The prestressed concrete viaduct in the Nasu-dukuri Area on the Second Keihan
 Expressway
 
 
        
          
            | Location: | Osaka |  
            | Structural Type: | 20-spans continuous PC box girder bridge
 |  
            | Bridge Type: | Highway Bridge |  
            | Bridge length: | 790 m |  
            | Span: | 34.15m +40.50m+4@37.00m +6@42.00m +3@37.00m
 +4@40.75 m+39.65 m
 |  
            | Width: | 29.640m |  
            | Design: | Kindai Sekkei & Consultant, Katahira & Engineers,
 Sumitomo Mitsui Construction
 |  
            | Construction: | Sumitomo Mitsui Construction |  |  |  | 
    
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      | ●Haneda Airport D-runway, Steel pipe sheet-pile cellular seawall
 
                   
            | Location: | Tokyo |  
            | Structural Type: | Circular Slit-Type Wave Absorbing Seawall with PCa PC Pile
 |  
            | Bridge length: | 428.7m |  
            | Span: | 65.0m |  
            | Width: | 14.4m |  
            | Design and Construction:
 | Kajima, Aomi, Obayashi, Penta-ocean, Shimizu, Nippon Steel Engineering,
 JFE Engineering, Taisei, Toa, Toyo,
 Nishimatsu, Maeda, Mitsubishi Heavy
 Industry, Mirai, Wakachiku JV
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      | ●Sagimai Bridge 
                               | Location: | Kanagawa |              | Structural Type: | 2-span suspension bridge with PC girder |  
            | Bridge Type: | Pedestrian Bridge |              | Bridge length: | 129.0 m |              | Span: | 63.7m + 63.7m |              | Width: | 5.450 m |              | Design: | Pacific Consultants |              | Construction: | Kawada Construction |  |  |  | 
    
      | 
 
 R&D Awards
 
 
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      | ●Nakashinden Viaduct 
                   
            | Location: | Kanagawa |  
            | Structural Type: | 9-span continuous pretensioned precast web bridge
 17-span continuous pretensioned
 precast web bridge
 |  
            | Bridge Type: | Highway Bridge |  
            | Bridge length: | 958m (Up line), 991m (Down line) |  
            | Span: | (Second Viaduct) 9@40m, (Third Viaduct) 8@41m+2@32.5m
 +2@30.5m+43m+2@34m+2@33m
 |  
            | Width: | 11.400m〜21.050m |  
            | Design: | Central Nippon Expressway Japan Bridge&Structure Institute,
 Structure Engineering Center, Japan,
 Construction Project Consultants,
 P.S.Mitsubishi - Shimizu JV
 |  
            | Construction: | P.S.Mitsubishi - Shimizu JV |  |  |  | 
    
      | 
 
 Construction Technology Awards
 
 
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      | ●Daini Chikadou Viaduct 
                   
            | Location: | Fukuoka |  
            | Structural Type: | 31-span T-shaped girder bridge |  
            | Bridge Type: | Railway Bridge |  
            | Bridge length: | 1,080m |  
            | Span: | 17@34.0m+44.0m +24.0m+11@34.0m+29.0m
 |  
            | Width: | 11.2-11.3m |  
            | Construction: | Fuji P.S- Nippon P.S -Nippon High Strength Concrete JV
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      | ●Nagaragawa Bridge (National Route 475 Tokai Ring Expressway)
 
                               | Location: | Gifu |              | Structural Type: | 4-span continuous PC box girder bridge |  
            | Bridge Type: | Highway Bridge |              | Bridge length: | 343m |              | Span: | 59.5m+2@111.0m+59.5m |              | Width: | 10.750m-24.832m |  
            | Design: | Nippon Engineering Consultants |              | Construction: | P.S.Mitsubishi - Obayashi JV |  |  |  | 
    
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