Ex parte NEMEGEER et al. - Page 7




          Appeal No. 97-2557                                         Page 7           
          Application No. 08/453,829                                                  


          fibers was an obvious engineering design choice.  We do not                 
          agree.                                                                      


               As correctly pointed out by the appellants (brief, page 7)             
          the examiner has not pointed to any disclosure of any concrete              
          material having a compressive strength of at least 80 Newtons per           
          square millimeter.  Since the examiner has not established that             
          concrete material having a compressive strength of at least 80              
          Newtons per square millimeter was known in the art at the time              
          the invention was made, the examiner has not provided a factual             
          basis to conclude that such a concrete would have been an obvious           
          engineering design choice.  Moens is silent as to the compressive           
          strength of the concrete used in his invention.  Thus, the                  
          compressive strength is a matter of engineering design choice,              
          but only within the known range of compressive strengths for                
          known concretes.  Since the record before us only establishes               
          that concrete having a compressive strength of up to 50 Newtons             
          per square millimeter were known in the art, we are constrained             
          to reverse the examiner's implicit determination that concrete              
          having a  compressive strength of at least 80 Newtons per square            
          millimeter would have been obvious to one of ordinary skill in              
          the art at the time the invention was made.                                 








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