  
    Since a platform was needed to work on both sides of the bridge. Hi-Tech 
    used the old bridge as a staging and working platform. This saved the 
    customer thousands of dollars  | 
    
     Removal of the 
    abutments and drilling of Piers  | 
  
  
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      Two type of Pier 
    holes ranging from 20" - 24" in diameter, 25'-30' deep were drilled along 
    for a total of 24 holes on the sides and ends of each side of the bridge,   | 
  
  
    
    
      
    24 Rebar piers from 3/4" to 1" 1/8" to be inserted in the pier holes and 
    filled with 4000 lbs concrete  | 
    
     Rebar piers standing as 
    High Tech Construction clears holes for the main footing walls and end 
    abutments.  | 
  
  
    
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      You can see the OLD 
    footings in back of the new ones. This help save the customer thousands of 
    dollars.  | 
  
  
    
    
      
    Placement of two 65' "I" Beams required a 100 Ton crane with a span of 110'. 
    Cross bracing for lateral forces and Earthquake requirements 
    Right picture, High Gauge sheet metal as a base for the High 
    strength concrete and 3/4" rebar spaced 12" apart with 3" Standoffs every 
    12" welded to the sheet metal  | 
    
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     Bridge was designed 5' 
    + above the old bridge which saved the customer thousands of dollars in 
    Hydrolgelest requirements due to the 100 year flood  | 
    
     Customer chose a color 
    concrete which added a renaissance look surrounded with Granite  | 
  
  
     
    The bridge when it was completed  | 
     
    Close-up view of the bridge's corner  | 
  
 
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