Category:Hydrodemolition of Division 11 Bridge

Media in category "Hydrodemolition of Division 11 Bridge"

The following 83 files are in this category, out of 83 total.

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  Another type of expansion joint at bridge approach prior to project.jpg 1,728 × 2,304; 1.54 MB
  
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  Another view of completed hydrodemolition area.jpg 1,728 × 2,304; 1.41 MB
  
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  Another view of containment vehicles.jpg 3,648 × 2,736; 2.01 MB
  
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  Another view of damaged rebar.jpg 1,600 × 1,200; 670 KB
  
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  Another view of expansion joint at bridge approach prior to project.jpg 1,728 × 2,304; 1.43 MB
  
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  Another view of expansion joint at with joint material removed.jpg 3,648 × 2,736; 3.28 MB
  
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  Another view of header at expansion joint.jpg 3,648 × 2,736; 3.02 MB
  
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  Another view of hydrodemolition ops in progress.jpg 3,648 × 2,736; 2.87 MB
  
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  Another view of lifting the slump cone.jpg 3,648 × 2,736; 2.46 MB
  
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  Another view of mobile mixer loading.jpg 3,648 × 2,736; 2.35 MB
  
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  Another view of placing ops (1).jpg 3,648 × 2,736; 3.11 MB
  
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  Another view of placing ops - 8671545761.jpg 3,648 × 2,736; 2.66 MB
  
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  Another view of placing ops approaching an expansion joint.jpg 3,648 × 2,736; 2.55 MB
  
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  Another view of placing ops.jpg 3,648 × 2,736; 2.29 MB
  
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  Another view of screed and rail setup for one lane placing ops.jpg 3,648 × 2,736; 2.6 MB
  
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  Another view of screed finishing.jpg 3,648 × 2,736; 2.76 MB
  
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  Another view of slurry dumping ops.jpg 3,648 × 2,736; 2.27 MB
  
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  Another view of the Bidwell screed used on this project.jpg 3,648 × 2,736; 3.44 MB
  
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  Another view of the double pump hydrodemolition setup.jpg 3,648 × 2,736; 2.71 MB
  
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  Another view of the screed and rail setup.jpg 3,648 × 2,736; 3.08 MB
  
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  Another view of waste dumping ops.jpg 3,648 × 2,736; 2.07 MB
  
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  Armor plated bridge joint.jpg 1,728 × 2,304; 1.33 MB
  
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  Beginning placing ops.jpg 3,648 × 2,736; 2.65 MB
  
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  Bridge expansion joint with joint material removed.jpg 3,648 × 2,736; 3.17 MB
  
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  Bridge pick points exposed during hydrodemolition ops.jpg 240 × 320; 37 KB
  
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  Bridge work used for placing wet burlap curing material behind screed.jpg 3,648 × 2,736; 2.43 MB
  
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  Calibration a mobile concrete mixer.jpg 2,736 × 3,648; 1.98 MB
  
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  Class I and II repair areas.jpg 3,648 × 2,736; 3.49 MB
  
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  Class II repair area prior to hydrodemolition.jpg 3,648 × 2,736; 3.1 MB
  
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  Class II repairs located during hydrodemolition ops.jpg 3,648 × 2,736; 3.52 MB
  
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  Close up of deck surface after hydrodemolitioned ops.jpg 3,648 × 2,736; 3.16 MB
  
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  Concrete placing ops.jpg 3,648 × 2,736; 3.5 MB
  
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  Deck elevations being checked after milling ops.jpg 1,600 × 1,200; 754 KB
  
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  Defective concrete located in wheel path on Bridge -14 in Caldwell County.jpg 1,200 × 1,600; 674 KB
  
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  DOT project technicians performing slump test on latex concrete.jpg 3,648 × 2,736; 2.39 MB
  
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  Dumping hydrodemolition solids.jpg 3,648 × 2,736; 2.14 MB
  
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  Dumping slurry and soild waste generated by hydrodemolition ops.jpg 3,648 × 2,736; 2.23 MB
  
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  Equipment used to determine sand and stone moisture content during calibration ops.jpg 3,648 × 2,736; 2.61 MB
  
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  Expansion joint at bridge approach prior to project.jpg 1,728 × 2,304; 1.55 MB
  
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  Expansion joint at bridge span prior to project.jpg 1,728 × 2,304; 1.22 MB
  
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  Exposed rebar on bridge deck prior to project ops.jpg 2,304 × 1,728; 1.48 MB
  
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  Hand finishing gutterline area outside screed path.jpg 3,648 × 2,736; 2.69 MB
  
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  Header material being placed at expansion joint in advance of concrete placing.jpg 3,648 × 2,736; 2.94 MB
  
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  Hydrodemolition ops include waste water and slurry containment.jpg 3,648 × 2,736; 2.88 MB
  
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  Hydrodemolition ops including robot mounted and handheld vaccum hoses.jpg 3,648 × 2,736; 2.77 MB
  
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  Hydrodemolition robot with water supply lines and vaccum hoses attached.jpg 1,600 × 1,200; 718 KB
  
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  Hydrodemolitioned deck surface, screed rail, plugged deck drains.jpg 3,648 × 2,736; 3.23 MB
  
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  Hydrodemolitioned surface prior to final pressure wash and vaccum.jpg 3,648 × 2,736; 3.75 MB
  
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  Inspecting milling machine cutting head.jpg 1,600 × 1,200; 754 KB
  
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  Latex concrete testing by DOT project technicians.jpg 3,648 × 2,736; 2.57 MB
  
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  Lifting the slump cone.jpg 3,648 × 2,736; 2.3 MB
  
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  Loading mobile mixer with sand, stone, cement, water and latex.jpg 3,648 × 2,736; 2.58 MB
  
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  Making concrete cylinders.jpg 3,648 × 2,736; 2.59 MB
  
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  Measuring the actual slump.jpg 3,648 × 2,736; 2.54 MB
  
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  Milled Deck Surface on Bridge -14 in Caldwell County, showing exposed rebar at a depth of 1.25 inches.jpg 1,600 × 1,200; 599 KB
  
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  Milling on Bridge -14 in Caldwell County.jpg 1,600 × 1,200; 568 KB
  
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  Mobile concrete mixer used for latex overlay.jpg 3,648 × 2,736; 2.29 MB
  
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  Partial view of a double pump hydrodemolition setup.jpg 3,648 × 2,736; 2.84 MB
  
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  Partial view of hydrodemolition pump system.jpg 1,600 × 1,200; 624 KB
  
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  Partial view of hydrodemolition robot.jpg 1,200 × 1,600; 656 KB
  
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  Performing 'Sounding' ops to locate defective concrete on Bridge -14 in Caldwell County.jpg 1,600 × 1,200; 728 KB
  
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  Pile of hydrodemolitioned solids.jpg 640 × 480; 47 KB
  
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  Pile of solid waste generated by hydrodemolition ops.jpg 3,648 × 2,736; 1.61 MB
  
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  Rear view of mobile mixer.jpg 3,648 × 2,736; 2.15 MB
  
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  Rebar damaged during milling ops.jpg 3,648 × 2,736; 3.25 MB
  
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  Removing defective concrete by jackhammering.jpg 3,648 × 2,736; 3.09 MB
  
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  Resident Engineer David Poindexter observing placing ops.jpg 3,648 × 2,736; 2.44 MB
  
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  Screed finishing ops.jpg 3,648 × 2,736; 3.09 MB
  
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  Screed rail setup components.jpg 3,648 × 2,736; 3.56 MB
  
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  Screed rail setup for placing latex on one lane of this bridge.jpg 3,648 × 2,736; 3.01 MB
  
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  Screed used to mechanically finish latex overlay.jpg 3,648 × 2,736; 2.85 MB
  
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  Setting Up Traffic Control for Bridge -14 - Latex Overlay Project in Caldwell County.jpg 1,600 × 1,200; 493 KB
  
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  Strike off step during slump test.jpg 3,648 × 2,736; 2.13 MB
  
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  The business end of a mobile concrete mixer.jpg 3,648 × 2,736; 2.26 MB
  
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  There is about a foot deep layer of material still left in the bottom of the tank.jpg 3,648 × 2,736; 2.53 MB
  
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  These vehicles are equipped with tank vibration devices to help discharge the slurry and solid waste.jpg 3,648 × 2,736; 2.14 MB
  
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  Typical deck surface after hydro demo ops.jpg 3,648 × 2,736; 3.8 MB
  
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  View of completed hydroed deck surface.jpg 2,304 × 1,728; 1.46 MB
  
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  View of Rebar Damaged during Milling Ops.jpg 1,600 × 1,200; 586 KB
  
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  View of slump prior to measuring.jpg 3,648 × 2,736; 2.35 MB
  
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  View of waste water and slurry containment vehicles.jpg 3,648 × 2,736; 1.98 MB
  
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  Water supply for hydrodemolition ops.jpg 3,648 × 2,736; 2.49 MB
  
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  Weighing materials during calibration ops.jpg 3,648 × 2,736; 2.49 MB