CFCC APPLICATION as of March 31, 2014 Tokyo Rope Mfg. Co.,Ltd.

Transcription

1 1 A Ishikawa Shinmiya Bridge Ishikawa Length: 6.1m Pretensioning tendons (main girder) CFCC mm dia. L=1,300m Oct.1988 Simple slab 2 A Funabashi City, Chiba Nagatsugawa Footbridge Chiba Length: 8.0m Pretensioning tendons (main girder) CFCC mm dia. L= 460m Mar Deck slab bridge 3 E Kyoto Public Hall Kyoto Length: 4.5+ Pre-stressed timber CFCC mm dia. L= 20m Mar Tea Room Log Beam 5.5m (CFRW) 4 A Tokyo-Kita Golf Main Entrance Tochigi Girder length: Post-tensioning (girder) CFCC mm dia. L=1,150m Sep φ12.5 Club 21.0m 5 F Kawakami Village CC Wooden Clubhouse Tokyo Support span: 12.3m, 19.8m Brace Reinforcement for Columns CFCC mm dia. L= 64.2m Feb A Southern Yard Country Club Birdie Bridge Ibaraki Length: 54.5m Reinforcement of premanent formwork CFCC mm dia. L=2,100m Sep Suspension deck slab 7 A Chubu HSST Rail Girders for Maglev Aichi Length: 20.0m Reinforcement of girder upper axial bars CFCC U 6.0mm dia. L= 400m Feb A Ishikawa #15 Bridge Hakui Kenmin Ishikawa Length: 10.5m Bicycle Route 4.3m 9 F Fukuoka Jisho Co., Nexus Kashii Terrace Fence Fukuoka Support Span: Ltd m 10 A Railways Technical PC Beams of Maglev Miyazaki Length: 15.38m Research Institute Guideway 0.6/0.8m 11 A BASF/AG Oststrase Bridge Germany Length: 81.65m 11.2m 12 A Ishikawa Amada Bridge, Hakui Ishikawa Length: 7.3m 13 A Ministry of 14 A Ishikawa 15 A Shizuoka 16 A Coastal Institute of Technology Kenmin Bicycle Route Compass check apron, Haneda Airport Hishinegawa Bridge, Hakui Kenmin Bicycle Route Joint Support of Pipe Culverts Kuzuha Jetty Deck Slab, Port Construction No AC Yuraku Tourism Hisho Bridge, Tsukude Country Club Tokyo Length: 40.0m 16.0m Ishikawa Shizuoka Fukuoka Aichi Length: 10.52m Column: Height 1.5m Dia. 0.6/0.5m Deck length: 4.7m 7.6m Length: 111.0m 3.6m Pretensioning (main girder) Rebars (stirrups, etc. 1/2CFCC) CFCC mm dia. L= 240m CFCC mm dia. L= 1,300m CFCC 5-7.5mm dia. L= 600m Feb Veranda Handrail CFCC mm dia. L= 190m Mar Pretensioning tendons (main girder) Rebars (stirrups) Post-tensioning (main girder) [4/16 cables] 4 span continuous slab bridge Pretensioning tendons (main girder) CFCC mm dia. L= 860m CFCC mm dia. L= 1,580m CFCC mm dia. L= 6,300m ( mm dia.) Apr Jun Simple slab Hollow beam 19-φ12.5 CFCC mm dia. L= 630m Feb Simple slab Rebars (stirrups etc.) CFCC mm dia. L= 516m bridge Post-tensioning CFCC mm dia. L= 2,260m Apr φ12.5, Grout anchoring PC Pretensioning tendons (main girder) CFCC mm dia. L= 2,260m Jun Simple slab Rebars (stirrups etc.) CFCC mm dia. L= 858m Rebars (axial bars etc.) CFCC mm dia. L= 121m Dec Pretensioning tendons (PC slab) Post -tensioning (joint) Rebars (spiral grids, etc.) Post-tensioning Internal cables: Cantilever cables External cables: Span cables CFCC mm dia. L= 1,150m CFCC U 5.0mm dia. L= 300m CFCC mm dia. L= 17,177m CFCC mm dia. L= 2,033m Mar Grout anchoring May φ12.5 FCC method 1/15

2 18 B Hokkaido Agency Jukan Highway Abuta Section Hokkaido 24m Ground anchor CFCC mm dia. L= 3,168m May 1993 M6 19 A Calgary City Beddenton Trail Bridge Canada Length: 42.06m 22.70m 20 A Defense facilities Administration Agency 21 B Hokuriku Construction 22 B Hokuriku Construction 23 B Hokuriku Construction 24 A Toyama New Port Administration 25 A Ishikawa 26 B Ministry of Yokosuka Deperming Facility Yatsukuchi Snowbreak, Niigata National Highway Itoigawa-Tsutsuishi District Toyoma Inotani Structure Maintenance Japan Sea Musium Kaiwomaru Park Seawall (Inner Break Water) R249 Mukai Bridge Ashiaraidani Revetment 27 B Ito City Asahi Elementary School School Sone Disaster Prevention 28 B Chubu Construction 29 A Meihan Park Hill CC 30 B R156 Nadusa Improvement Construction Niigata Niigata Toyama Toyama Ishikawa Shizuoka Length: 7.5/15.0m Pile dia ,000mm 10.70/10.88m 16.5m 11.0/14.5/17.7m 2 sets. each Bank length: 2.8m Width: 1.0m Thickness: 0.09m Bridge Length: 14.0m 12.13m m (46 sets.) m (18 sets.) m (30 sets) PC Simple Deck Slab Bridge Mie 20.0m 3.3m R160 Sasanami Kurosaki Ishikawa Disaster Prevention m Pretensioning tendons (main girder 4/26) 2 span continuous T beam bridge Pretensioning tendons (main beam) Pretensioning tendons (pile) CFCC mm dia. L= 2,565m Nov CFCC mm dia. L= 13,333m CFCC mm dia. L= 16,555m Dec Ground anchor CFCC mm dia. L= 2,699m Dec M6 Ground anchor CFCC mm dia. L= 198m Feb M3 Ground anchor CFCC mm dia. L= 258m Dec M3 Pretension Reinforcing bar PC slabs for inner break water (Banks: 66/198) Pretension (Main girder) Post-tension (Transverse cable) CFCC mm dia. L= 1,861m Epoxy coated steel bars (D-10) CFCC mm dia. L= 5,888m CFCC mm dia. L= 110m Apr Nov For water line 3-φ12.5 Ground anchor CFCC mm dia. L= 1,467m Nov M3 Ground anchor CFCC mm dia. L= 828m Nov M4 Ground anchor CFCC mm dia. L= 771m Nov M3 Pretension (Main girder 2/8) CFCC mm dia. L= 770m Nov Artificial lightweight aggregate Ground anchor CFCC mm dia. L= 2,760m Dec M6 2/15

3 31 B Kanto Regional R52 Nakano Disaster Prevention Yamanashi 7.25m (10 sets) Ground anchor CFCC mm dia. L= 219m Jan M3 32 B Kinki Regional 33 B Civil 34 B Shuzan Civil 35 A Railway Technical Research Institute R9 Umetani Area Slope Disaster Prevention Part 4 Soun Mountain Landslide Countermeasure Test Miyanotuji Kamiyoshi Line Emergensy Disaster Prevention Yamanashi Maglev Experiment Line 36 B Akita Forestry Yunosawa (II) Afforestation 37 F Mie Suzuka Sport Garden Indoor Pool Construction 38 B Ministry of Ashiaraidani Slope 39 B Ito City Asahi Elementary School Disaster Prevention 40 B Niigata Civil Engineering 41 A Tohoku-Electric Power Co.,Inc Yunosawa Soil Erosion Control Barrier Haramachi Thermal Power Plant Outfall Bridge 42 C Honshu-Shikoku Kurushima Strait Third Bridge Expressway Bridge Catwark Company Limited Kyoto Kyoto Yamanashi m (10 sets) 46.5m (1 set) 18.8m (8 sets) Girder length: 12.58m 0.65/0.598m Akita 14-25m (56 sets) Mie Length: 51.13m Length: 27.1m Shizuoka Niigata Fukuoka Ehime m (90 sets) m (25 sets) 9.54m (11 sets) m 4.00m 1,570m Effective width: 27m Ground anchor CFCC mm dia. L= 244m Jan M2 Ground anchor CFCC mm dia. L= 282m Mar M6 Ground anchor CFCC mm dia. L= 450m Mar M3 Pretension (Main grider) Spiral bar CFCC mm dia. L= 2,233m CFCC U 4.2mm dia. L= 397m May 1996 Hollow beam Ground anchor CFCC mm dia. L= 3,432m Sep M3 28.5mm dia. Arched Beam Structure Method 12.5mm dia. Loof deformation prevention cable Used under the construction CFCC mm dia. L= 563m CFCC mm dia. L= 136m CFCC mm dia. L= 200m Nov Holizontal pulling method Ground anchor CFCC mm dia. L= 3,042m Nov M3 Ground anchor CFCC mm dia. L= 1,206m Nov M3, M4 Ground anchor CFCC mm dia. L= 285m Nov M3 Post-tension main girder (Length: 25.8m) mm dia. Pretentioning main girder (Length: 12.9m) CFCC mm dia. L= 7,596m CFCC mm dia. L= 1,625m Dec Stay cable for catwalk CFCC mm dia. L=461.2m Apr φ12.5 Simple hollow slab deck bridge 3/15

4 43 A Manitoba State Headingley Bridge Canada 162.5m 4.95m Beam length: 32.5m x 5 span (Main beam 2/40) Pretension (Main beam) Reinforcing bar, stirrup CFCC mm dia. L= 4,600m CFCC 1 7 5, 7.5, 12.5, 15.2mm L= 3,363m May B Hyogo Kami County Civil 45 B Ministry of Road Safety Facilities Maintenance Ashiaraidani Revetment Hyogo m (28 sets) m (62 sets) 46 B Ito City Asahi Elementary School Disaster Prevention Shizuoka m (65 sets) 47 F Fujita Corporation Fujita Technology Center Girder length: Foot Bridge 16.1m Overall length: 2.2m (2 sets) 48 B Soun Mountain Landslide Countermeasure m (37 sets) 49 A Tohoku Regional Sanze Bridge Yamagata 44.8m 18.0m 50 C Fribourg City Nagle Suspension Bridge Switzerland 114.0m 1.2m 51 B 52 C Hanshin Expressway Company Limited 53 F Japan Expressway Company Limited Myoban Hot Spring Resourt Emergency Landslide Prevention Hanshin Expressway PC Girder Repair Matsuyama Expressway Iioka Tunnel Osaka Ehime m 25m 6.8m Bolt length: 25.0m Ground anchor CFCC mm dia. L= 1,580m Jun M5, M6 Ground anchor CFCC mm dia. L= 1,968m Jul M3 Ground anchor CFCC mm dia. L= 3,665m Nov M3, M4, M5 External cable (4 pcs.) CFCC mm dia. L= 64m Nov Ground anchor CFCC mm dia. L= 10,023m Oct M6 Pretension (Main girder 4/50) CFCC mm dia. L= 2,000m Oct Suspension bridge main cable CFCC mm dia. L= 3,650m Nov φ12.5 Ground anchor for hot spring area CFCC mm dia. L= 3,450m Feb M5 Strengthening external cable for block beam CFCC mm dia. L= 2,290m mm dia. x 10 Mar Cable bolt CFCC mm dia. L= 50m Mar φ12.5 4/15

5 54 B Tobu Agriculture and Forestry 10 Afforestation (Emergency Landslip Countermeasure) Shizuoka m Ground anchor CFCC mm dia. L= 72m Apr AC Denmark Transport Ministry 56 B 57 B 58 B 59 B Ministry of 60 B 61 B Hyogo Kami County Civil 62 B 63 B Ministry of Land, Infrastructue, and Tourism 64 A Japan Expressway Company Limited, Chubu Branch, Toyoda Constraction Nakatakinosawa Harning Bridge (Railway/pedestrianv overpass staycable bridge) Soun Mountain Landslide Countermeasure 1999 Myoban Hot Spring Resourt Emergency Landslide Prevention Soun Mountain Landslide Countermeasure Work Ashiaraidani Yakidake Mountain Landslide Countermeasure Myoban Hot Spring Resourt Emergency Landslide Prevention Road Safety Facilities Maintenance Soun Mountain Landslide Countermeasure Work Ashiaraidani Yakidake Mountain Landslide Countermeasure Dai 2 Tomei Expressway Rinshoji Overpass Bridge Constraction Harning, Denmark Hyogo Aichi 80.0m 5.5m m m m m m m m m Deck slab width: m Deck slab length: m Staycable (16 pcs.) Post-tensioning tendon Reinforcement bar, stirrup 5/15 CFCC mm dia. L= 460m CFCC mm dia. L=11,160m CFCC mm dia. L= 860m CFCC mm dia. L=2,400m May 1999 Ground anchor CFCC mm dia. L= 14,433m Jul M6 Ground anchor for hot spring area CFCC mm dia. L= 3,255m Mar M5 Ground anchor CFCC mm dia. L= 8,802m May 2000 M6 Ground anchor CFCC mm dia. L= 13,000m Sep M5, M6 Ground anchor CFCC mm dia. L= 1,525m Oct M5 Ground anchor CFCC mm dia. L= 8,130m May 2001 M5 Ground anchor CFCC mm dia. L= 11,850m Jun M6 Ground anchor CFCC mm dia. L= 12,100m Sep M5, M6 CFCC U 5.0mm dia. L= 29,000m Jan. 2002

6 65 B Hokkaido Usubetsukawa Afforestation Hokkaido Ground anchor CFCC mm dia. L= 21,500m Jan M5 Reasional Forest Work m 66 B Landslide Countermeasure No. 14, m Ground anchor CFCC mm dia. L= 1,395m Feb M5 67 B 68 A Kyushu Regional 69 B Gunma Nakanojo Civil 70 B Landslide Countermeasure No. 12, 2001 Nanuki Bridge Superstructure Work Subsidiary Disaster Restoration Work Manza No. 2 Public Road Myoban Hot Spring Resourt Emergency Landslide Countermeasure Work Miyazaki Gunma m Ground anchor CFCC mm dia. L= 2,471m Mar M5 - External tendons CFCC mm dia. L= 48m Mar m m Prevention A Southfield City Bridge Street Bridge USA Girder length: 63m 8.5m 72 B 73 B Ministry of Land, Infrastructue, and Tourism 74 B 75 A Central Japan Railway Company 76 B Hokkaido Reasional Forest 77 B Hokkaido Reasional Forest Soun Mountain Landslide Countermeasure Work 2001 Ashiaraidani Yakidake Mountain Landslide Countermeasure (2) Disaster Restoration Work Owakuzawa 2001 Yamanashi Maglev Test Line Usubetsukawa Disaster Relation Emergency Countermeasure Work Usubetsukawa Disaster Relation Emergency Yamanashi Hokkaido Hokkaido m m 7.42m Girder length: 12.58m Hight: 1.602m m m Ground anchor CFCC mm dia. L= 326m Apr M2 Ground anchor CFCC mm dia. L= 600m Apr M5 External tendon Transverse post-tensioning tendon Reinforcing bar 6/15 CFCC mm dia.-17.8mm dia. CFCC mm dia. CFCC mm dia. May 2002 Ground anchor CFCC mm dia. L= 9,636m May 2002 M6 Ground anchor CFCC mm dia. L= 8,811m Jul M5, M6 Ground anchor CFCC mm dia. L= 578m Jul M2 Tendon for precast side wall Reinforcement bar, stirrup CFCC mm dia. L= 1,020m CFCC mm dia. L= 250m CFCC mm dia. L= 114m Jul Ground anchor CFCC mm dia. L= 7,030m Aug M5 Ground anchor CFCC mm dia. L= 12,105m Oct M5

7 78 B Gunma Nakanojo Civil Subsidiary Disaster Restoration Work Rivers in Manza Gunma m Ground anchor CFCC mm dia. L= 1,876m Oct M4 79 B Ministry of Land, Infrastructue, and Tourism 80 D Tohoku-Electric Power Co.,Inc. 81 A Japan Railway Construction Public Corporation 82 B Kanto Forest Administration 83 B Kanto Forest Administration 84 B 85 B 86 D Tohoku-Electric Ashiaraidani Yakidake Mountain Landslide Countermeasure (2) Kashimadai Line Yamanashi Maglev Test Line Self Supported Guided Bus Manza Area Manza Superstructure Disaster Countermeasure Emergency Work Manza Area Kumaike substructure Disaster Countermeasure Emergency Work Myoban Hot Spring Resourt Emergency Landslide Prevention, 2001 Landslide Countermeasure Soun Mountain, 2002 Sekiya Line Power Co.,Inc. 87 B Ministry of Land, Ashiaraidani Yakidake Infrastructue, Mountain Landslide and Countermeasure, Tourism 2003 Miyagi Yamanashi Gunma Gunma Niigata m Ground anchor CFCC mm dia. L= 6,930m Nov M5, M6 Distance: 1,058m Overhead transmission line core CFCC mm dia. L=3,300m Dec line: 4 spans Girder length: Tendon for precast side wall CFCC mm dia. L= 2,080m Nov m Reinforcement bar, stirrup CFCC mm dia. L= 600m Hight: 1.602m CFCC mm dia. L= 438m Ground anchor CFCC mm dia. L= 30,200m Mar M2 M m m m Anshor length: m Distance: 460m 2 lines: 1 span m Ground anchor CFCC mm dia. L= 12,364m Mar M4 Ground anchor CFCC mm dia. L= 980m Mar M5 Ground anchor CFCC mm dia. L= 5,400m Apr M6 Overhead transmission line core CFCC mm dia. L=2,880m Oc Ground anchor CFCC mm dia. L=8,870m Nov M5, M6 7/15

8 88 A Ministry of Land, Infrastructure, and Tourism, Tohoku Regional Koshi Bridge Deck slab Structure Fukushima - CFCC U 5.0mm dia. L= 700m Dec B Miyagi Ishinomaki Civil 90 B 91 B Ministry of Land, Infrastructue, and Tourism 92 A Japan Expressway Company Limited 93 A Japan Expressway Company Limited 94 A Ehime Matsuyama Reasional 95 A Ehime Uwajima Reasional 96 B 97 B Kagoshima Kurino Civil Engineering 98 A Kochi Muroto Civil Funado Disaster Rehabilitation Landslide Countermeasure (Beppu Hot Spring Spa), 2003 Ashiaraidani Yakidake Mountain Landslide Countermeasure, 2004 New Tomei Expressway Kamisato Virduct (Superstructure) New Tomei Expressway Kamisato Virduct (Superstructure) Nakajima Loop Line Bridge Special Improvement Sukumo Castle Line Bridge Maintenance Landslide Countermeasure (Soun Mountain), 2004 Road Improvement Maruo Fall Bridge P2 Pier Nage Valley Disaster Rehabilitation Miyagi Aichi Aichi Ehime Ehime Kagoshima Kochi m Anshor length: m Anshor length: m Ground anchor CFCC mm dia. L= 560m May 2004 M3, M4 Ground anchor CFCC mm dia. L= 5,100m Oct MB5 Ground anchor CFCC mm dia. L= 8,850m Nov M5, M6 - - CFCC U 5.0mm dia. L= 887m Nov CFCC U 5.0mm dia. L=2,180m Mar Reinforcement of mortar shoe seat CFCC U 4.2mm dia. A= 3.5m2 Mar Reinforcement of mortar shoe seat CFCC U 4.2mm dia. A= 4m2 Mar m m Ground anchor CFCC mm dia. L= 4,410 Jul Ground anchor CFCC mm dia. L= 800m Jul Reinforcement of mortar shoe seat CFCC U 4.2mm dia. A= 6.48m2 Jan /15

9 99 B 2004 Landslide Countermeasure No Beppu Hot Spring Spa m Ground anchor CFCC mm dia. L= 2,785m Feb B No. 9 Landslide Countermeasure, B Landslide Countermeasure (Soun Mountain), B Kagoshima Road Widening Kurino (Kotani 3 Sections) Civil Engineering Anchoring Test 103 A Yamagata Bridge Reconstruction Nagai Sakura Bridge 104 B Kagoshima Road Inprovement Kurino (Kotani Road Widening 3 Civil Engineering sections) 105 A Kochi Ukibuchi Bridge Kuroshio City 106 A Tokyo Tama Bridge Superstructure Finishing Part F East Japan Tachikawa Station Railway Co. Inprovement 108 B Kagoshima Kurino Civil Engineering Road Inprovement (Kotani Road Widening 1 section) Kagoshima Yamagata Kagoshima Kochi Tokyo Tokyo Kagoshima 109 A Nagano Azuino Bridge (2) Nagano 110 A Nagano Azuino Bridge (2) Nagano 111 B Landslide Countermeasure, 2006 (Public ) Soun Mountain 112 B Landslide Countermeasure, 2006 (Owakusawa) m Ground anchor CFCC mm dia. L= 2,350m Mar Ground anchor CFCC mm dia. L= 4,254m May Ground anchor CFCC mm dia. L= 121m Jun CFCC U 5.0mm dia. L= 968m - - Ground anchor CFCC mm dia. L= 2,547m Sep Reinforcement of mortar shoe seat CFCC U 4.2mm dia. A= 2.75m2 Nov CFCC U 5.0mm dia. L= 2056m - - Deformation prevention measure of CFCC mm dia. L= 200m - independent pillars - Ground anchor CFCC mm dia. L=544m Dec CFCC U 5.0mm dia. L= 546m - - CFCC U 5.0mm dia. L= 714m - - Ground anchor CFCC mm dia. L= 3,950m Mar Ground anchor CFCC mm dia. L= 137m Mar /15

10 113 A Central Nippon Expressway Company Limited No. 2 Tomei Expressway Gaitazawa Bridge (Steel Superstructure) West Down Shizuoka - CFCC U 5.0mm dia. L= 7,474m A Akita Reasional Promotion 115 A Kyushu Regional 116 A Kanto Regional 117 A Kanto Regional 118 A General 119 B 120 B 121 B 122 A Kanto Regional 123 A Kanto Regional Line Toga No. 2 Bridge Miyazaki No. 218 Hosomi River Bridge Slab Deck Shimodate Bypass (Otanigawa Bridge, Okaseri Virduct) Slab Deck Keno Road Kawashima Continuous Virducts 6 Superstructure Ginoza Bridge Superstructure, 2007 No. 8 Landslide Countermeasure, 2006 Beppu Hot Spring Spa 2nd 2007 Landslide Countermeasure (Public ) No. 3 (Soun Mountain) 2007 Landslide Countermeasure (Public ) No. 2 (Owakusawa) Keno Road Kawashima Continuous Virducts 5, 13, 14, 15 Superstructure Keno Road Kawashima Continuous Virducts 7 Superstructure Akita Miyazaki Ibaraki Saitama Saitama Saitama - Reinforcement of mortar shoe seat CFCC U 5.0mm dia. L= 504m - Slab deck width: 1.99m Slab deck length: 10.20m Slab deck width: 2m Slab deck length: 9m Slab deck width: 2m Slab deck length: 9m Slab deck width: 17.5m Slab deck length: 67.3m m m m Slab deck width: 2m Slab deck length: 9m Slab deck width: 2m Slab deck length: 11m CFCC U 5.0mm dia. L= 1,120m May, 2007 CFCC U 5.0mm dia. L= 336m May, 2007 CFCC U 5.0mm dia. L= 7,341m Jun Reinforcement of mortar shoe seat CFCC U 5.0mm dia. L= 918m Jul Ground anchor CFCC mm dia. L= 1,500m Aug Ground anchor CFCC mm dia. L= 4,365m Sep Ground anchor CFCC mm dia. L= 495m Oct CFCC U 5.0mm dia. L= 15,395m Nov CFCC U 5.0mm dia. L= 4,647m Nov /15

11 124 A Kanto Regional Shimodate Bypass (Otanigawa Bridge, Okaseri Virduct) Slab Deck Ibaraki Slab deck length: 2m Slab deck width: CFCC U 5.0mm dia. L=336m Jan B Defense 126 A Miyako Branch Civil Engineering Dept. 127 B Okuma (18) Defence Facility (648) Construction Civil Irabu Bridge 3rd. Term Superstructure Part Landslide Countermeasure (Public ) Owakusawa 3rd. Term 128 B 2008 Landslide Countermeasure (Public ) Soun Mountain 129 A Kanto Regional Arakawa Toga Bridge 130 A Miyako Branch Civil Engineering Dept. 131 A Hyogo Awaji Inhabitant Sumoto Civil Engineering 132 A Aomori New Akashi Bridge North West Area Construction Inhabitant National Road 101 Emergency Road 133 A Tohoku Regional New Suginosawa Bridge Slab Deck Fukushima Rivers and Roads Secretariat 134 A Kanto Regional Tochigi Irabu Bridge 3rd. Term Superstructure Part 2 Sumoto Bridge Hyogo Superstructure Part 1 Keno Road Kawashima Connecting Virduct Aomori Fukushima Saitama 9m m Segment manufacturing m m Precast PC Slab Deck Segment manufacturing, erection Post-tensioning method Ground anchor CFCC mm dia. L= 105m Feb Reinforcement for concrete cover CFCC U 5.0mm dia. L= 218m Sep blocks Ground anchor CFCC mm dia. L= 687m Dec Ground anchor CFCC mm dia. L= 7,575m Nov Reinforcement for concrete cover Reinforcement of mortar shoe seat Reinforcement of mortar shoe seat 4 span continuous T beam bridge CFCC U 5.0mm dia. L= 10,448m Mar pcs. CFCC U 5.0mm dia. L= 22,536m Mar CFCC U 5.0mm dia. L= 532.8m Mar Reinforcement of mortar shoe seat CFCC U 5.0mm dia. L= 537m Mar Precast PC Slab Deck Precast PC Slab Deck CFCC U 5.0mm dia. L= 414.2m Mar CFCC U 5.0mm dia. L= 8,773m Mar /15

12 135 B 2008 Landslide Countermeasure m Ground anchor CFCC mm dia. L= 938m May 2009 (Public ) Owakusawa 136 B 2008 Landslide Countermeasure Owakusawa 137 B Landslide Countermeasure (Public ) Soun 138 B 2009 Landslide Coutermeasure (Public ) Owakuzawa 139 A Tohoku Forestry Katsuneda River 3rd. Administration Afforestation Work, Morioka Forestry Administration 140 A Irabu Bridge 4th Term Miyako (Superstructure No. Branch Civil 3) Engineering Dept. 141 A General Itoman Virdict Superstructure (P8-P13) 142 F Tocho Temple Tojo Temple Five-story Pagonda 143 A Fukuoka Land Tomari Bridge Maintenance 144 A Ministry of Land, Infrastructure, and Tourism, Kyushu Reasional, Kagoshima Port and Airport 145 A Miyako Civil Engineering Kagoshima Port Bridge Superstructure Construction Irabu Bridge 5th Term Iwate Fukuoka Fukuoka Kagoshima m m m m Segment manufacturing, erection Ground anchor CFCC mm dia. L= 552m May 2009 Ground anchor CFCC mm dia. L= 6,415m May 2009 Ground anchor CFCC mm dia. L= 2,400m Nov.-Dec Ground anchor CFCC mm dia. L=6,366m - Reinforcement for concrete cover Reinforcement of mortar shoe seat CFCC U 5.0mm dia. L=5,155m - - Reinforcement of concrete cover CFCC U 5.0mm dia. L=3,800m - Overall height: 25,900mm Earthquak- resistant stay cable CFCC 12.5mm dia. 50.4m Dec Cantilever deck slab, joint CFCC U 5mm dia. 445m Mar m cracking prevension 17m - Reinforcement of mortar shoe seat CFCC U 5.0mm dia. 272m Jul m Reinforcement of concrete cover Reinforcement of mortar shoe seat CFCC U 5.0mm dia. 11,294.43m Oct /15

13 146 A Ministry of Land, Infrastructure, and Tourism, Aomori of River and National Highway, Inuotoshise Bridge Aomori - CFCC U 5.0mm dia. 1,496m A Miyako Civil Engineering 148 A Michigan Department of 149 A Ehime Nanyo Reasional 150 A Miyazaki Miyazaki Civil 151 B 152 A Michigan Department of 153 A Maine Department of 154 A Miyako Branch Civil Engineering Dept. 155 A Kagoshima 156 A West Nippon Expressway Company Limited Irabu Bridge 6th Term Pembroke Avenue over M- 39 Higashikawa Bridge New Aioi Bridge (P1 Cantilever work) 2010 and 2012 Landslide Coutermeasure (Public ) Owakuzawa State of Michigan Ehime Miyazaki M-50 Bridge over NSRR State of Michigan Fryeburg Little Pond Bridge Irabu Bridge 7th Term 1st. Imuta Seto Bridge Construction Yaka Dai-ichi Overpass 2,185m 8.5m 108'-8" 67'-6" 10.30m 13.00m 412.3m m 41m 15.2m State of Maine 13.9m 11m Kagoshima Precast segment: 70 units Shoe seat: 18 pcs. 217m 6.5m 227.7m Reinforcement of concrete cover Reinforcement of mortar shoe seat Reinforcement of rare Transverse Post-tensioning cables CFCC U 5.0mm dia. L=7,102m Aug CFCC 1x37 40mm dia. L=20.5m ( 67'-7") 12 cables Oct Reinforcement of mortar shoe seat CFCC U 5.0mm dia. L=141.6m Jan Reinforcement of mortar shoe seat CFCC U 5.0mm dia. L=677m Jan Ground anchor CFCC mm dia. L=941m Mar HM3 Post-tensioning transverse cable CFCC 1x mm 15.5m x 20pcs. Jun Post-tensioning transverse cable CFCC 1x mm dia. 11.4m x 5pcs. Aug Reinforcement for concrete cover Reinforcement of mortar shoe seat 3 span continuous girder bridge CFCC U 5.0mm dia. L=8,568m Aug CFCC U 5.0mm dia. Sep CFCC U 5.0mm dia. L=5,091.28m Dec /15

14 157 A Hyogo Uenoyama Bridges Hyogo CFCC U 5.0mm dia. L=0.3m x Jan bridge 26.5m 3 bridges 24.5m 140pcs. 158 A General Naha Port Bridge Reinforcement for RC structures CFCC 1x7 10.5mm dia. L=781m Feb B kanagawa Superstructure Jakotsu River 2nd. Afforestation Work 171m m CFCC 1x7 12.5mm dia. L=154m Ground anchor CFCC mm dia. L=2,735m Mar HM4 160 B 161 A Miyazaki Miyazaki Civil 162 A Fukuoka Naokata Land Maintenance 163 A Miyazaki Miyazaki Civil 164 B Kyushu Electric Power Co. Inc. 165 A Miyako Branch Civil Engineering Dept. 166 A Virginia Department of 167 A Michigan Department of 2013 Landslide Coutermeasure (Public ) Owakuzawa New Aioi Bridge (P3 Cantilever work) Ongagawa Bridge New Aioi Bridge (P2 Cantilever work) Hacchobaru Electric Power Plant No. 1 Cooling Tower site renovation work Irabu Bridge 8th Term Nimmo Parkway Bridge Concrete Pile M-102 Bridge over Plum Creek (East bound) Miyazaki Fukuoka Miyazaki Commonwealt h of Virginia State of Michigan m Ground anchor CFCC mm dia. L=667m Mar HM2 - Reinforcement for 4 span continuous corrugated steel sheet web PC box girder bridge Reinforcement of concrete cover at aparture 357m m 412.3m 22.0m m PC 14 span continuous slab bridge 935m 9.7m Effective width: PC pile length: 25.6m x 2 piles, 22.56m x 16 piles, Area length: Bridge lengt: 23m Width: 19m PC 5 span continuous box girder bridge Crack prevention of horizontal joint 14/15 CFCC U 5.0mm dia. L=148m May 2013 CFCC U 5.0mm dia. L=1,350m Jul Reinforcement of mortar shoe sheet CFCC U 5.0mm dia. L=720m Oct Ground anchor CFCC 1x7 12.5mm dia. L=10515m Dec HM5, HM6 Reinforcement for concrete cover Reinforcement of mortar shoe seat Pretensioning tendon Spiral shape reinfocement Pretensioning tendon for PC hollow girder Reinforcemnt for PC hollow girder and CFCC U 5.0mm dia. 7015m Mar CFCC 1x7 15.2mm dia. 6600m CFCC U 5.7mm dia. 5100m CFCC 1x7 15.2mm dia. Tendon overall length: 8000m Reinforcement overall length: 25000m Nov /11/1 Nov. 2013

15 168 A Sukumo City Hanamae Bridge Kochi Reinforcement of mortar shoe seat CFCC U 5.0mm dia m Jan Superstructure work 10.76m 169 A Kagoshima 170 B Disaster Prevention of Ichonoki River Basin 2013 Landslide Coutermeasure (Public ) Owakudani Kagoshima Width: 6.2m PC slab lentgh: Reinfrocement of PC slab bottom CFCC U 5.0mm dia. 41.8m Feb m x 2 girders Foot bridge Ground anchor CFCC 1x7 12.5mm dia. L=886m Mar HM m 15/15