There are some field grading guidelines that can be used for field grading lumber (See attached from the US Parks Dept.), but I doubt you are going to be able to grade field grade in place lumber and arrive at better than #2 for a whole floor system. You are very likely to reach No.1 for specific members, but it would be a very time consuming process to grade a whole floor system (and a good chance that there would be random pieces with knots too close to the tension face or a grain slope issue).
Historic structures are sometimes assigned higher design values than current codes based on in place grade and the historic strength of old-growth forests versus the relatively young trees harvested today. If you are trying to justify a strength close to today's #1 So. Pine you may have a good chance of reaching it, but you may have to grab some historic codes (think historic codes or engineering handbooks from around the time of construction - Carnegie Pocket Companion or similar), along with your field grading data to reach it.