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ACI 318 -Construction Joint

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Hello everyone
 
ACI 318-99 Code 6.4.4 described for construction joint as follows;
 
" Construction joints in floors shall be located within the middle third of spans
  of slabs, beams, amd girders."
 
1. Code dose not provide any exception for this requirements?
   ("shall be" - mandatory requirements)
 
2. If construction joint  was not located within the middile third of spans
  of slabs, beams, and girders, how can I evaluate the structural
  integrity and acceptance of construction joint location ?
 
 
Thanks in advance,
Yangsoo Kim