Hello Dave Lowen1234, you're trying to come up with information that has a very great number of variables to influence the answers. I don't believe such a list exist, although I've been proven wrong before. I mentioned that there are infinite variables that could influence the answer here, here are a few examples of those variables: diam. of electrode, process type(SMAW, FCAW-Self-shielded, GTAW,in some instances), welding position, joint configuration and orientation, operator skill and familiarity with process(some able to run at higher amp settings or with larger electrodes), ease of access for set-up to make welds, physical location of weld joint(need high-reach equipment to access, scaffolding, confined space, fall-protection considerations). Type of material to be welded can have considerable impact on weld times, does it require a backing gas?, does interpass temp need to be monitored?, does it require preheat or postheat?, these would be just a few more examples where you would have to include additional time.    
     If you are really trying to figure this out to ballpark it, you might need to take the time to spend a day or more on the site and note what is taking place and why it is happening and then come up with an inches of weld per hour average. With everything that changes constantly in a field situation I would question the validity of even considering this as an approach though. If I have totally misunderstood your post, please forgive me. I think possibly more information might yield some better responses from the forum. My $.02. Best of Luck and Regards, aevald

I don't know if you still are looking for ifo on this.

We generally figure 10 feet an hour as a conservative number for shop welding.  That accounts for easy and difficult work averaging out.

At the job site I am visiting today (I can't say where but it is not anyone I work for), the welders don't get any more than 3 feet an hour and it takes a welder and a tender to do it. This is simple fillet welding in the 2F position, in the field, and with easy access.  They will not use wire feeders because of wind (it's calm here today), rods used are rarely larger than 3/32".  The GC has been pulling his hair out because the welding is going so slowly and there is really no good reason for it.  I'm glad I'm not payiing the bill.

I have used dataloggers in the past to record a welder's "arc-on" time and found the average operating factor was 10%.  This was structural welding that requires a fair amount of handling. 
For jigged work, the operating factor increases to ~60%.  In fact my datalogger has limited memory and was maxxed out in 1 hour for the person I tried it on.

I'm not sure there is any chart you can use because every situation is different; some slow production is legitimate and some is not..  You can however, keep track of the welding and categorize it by the nature of the work, for future reference.  Then you'll have at least some idea of a number to plug in.

Years of production type welding in the field with approximately thirty percent of the time spent in prep and fixturing has led me to this general rule of thumb.  At the end of day, a reasonable to good skilled welder should complete one inch of compliant weld for every minute worked using SMAW process.  The same skilled welder using FCAW process would complete three and one half inches per minute worked.  The morely highly motivated welders could push this into the five inch per minute range.  This is based on the volume of weld metal for the average field applied 1/4" to 5/16" fillet weld in the 2F and 3F positions with approximately twenty percent of all welds in the flat position.  Field conditions for these applicable numbers are very accurately described as  reasonable access with favorable weather conditions and no tender. 
In situations where some level of increased productivity is required, you may choose to consider an incentive bonus of additional money per inch of completed and compliant weld.  If the welder makes a mistake, he now feels the pinch.  If he/she is good then the reward for such is there and continual.
Incidently these figures do not include connections requiring CJP welds such as moment frames.  These are bid on a per point basis with each point being defined the completed CJP weld as would be UT'd. 
In California and portions of Nevada it is not uncommon to be paid by the inch as opposed to the hour for "Good" welders.  The pay per inch varies by the differing employers.  But in the worst of times I have been paid $.55 per inch for compliant work at the above described pace.  You do the math but the incentive to really excel at your craft is there.  Keeping your hood down and the trigger pulled becomes paramount when the money is on the line.  Even some production bonus of as little as $.20 per inch is substancial to the welder at the end of the day if he/she is just pacing themselves using the "inch a minute" figure.  Food for thought!  Please note that this is for work as would be covered in D-1.1 and not pipeline or rig work. I have not worked in those fields and in respect to those who are very skilled in these areas, I could not comment on what is considered productive and these figures as quoted do not apply!
XPERTFAB