Ex Parte ALLEN - Page 2




          Appeal No. 2002-2090                                                        
          Application 08/430,311                                                      


          Appellant’s invention relates to load bearing concrete panel                
          structures for use as decking material such as in structural                
          floors and bridge decks, and to the method of producing such                
          panel structures.  As noted on pages 14-15 of the specification,            
          a principal object of the invention is to provide a load bearing            
          concrete panel which is less expensive and has better durability            
          than existing concrete bridge deck panels due to the removal of             
          flexural reinforcing material, such as conventional steel                   
          reinforcing bars, in the top half of the panel near the top                 
          surface of the panel, but without loss of the utility of such               
          panels.  In that regard, it is a further object of the invention            
          to provide a load bearing concrete bridge deck panel structure              
          which has sufficient flexural reinforcement (in its bottom half)            
          to provide the appropriate amount of flexural strength, but which           
          is also designed to eliminate or significantly impede both the              
          amount and the speed of surface deterioration of the panel.  More           
          particularly, it is an object of the invention to provide a load            
          bearing concrete bridge deck panel which resists cracking at the            
          upper surface thereof due to concrete volume shrinkage and                  
          temperature changes, and which has structural properties that               
          prevent or reduce deterioration of the top surface of the panel             
          caused by corrosion of flexural reinforcing materials.                      
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