Hi Guys. I’d like to revisit calibration course temperature correction. From a theoretical perspective there’s an issue here that has bothered me for years. (I had posted this same question in 2011 in the “Calibration Courses” forum, but nobody noticed. Lets try again!).
The Procedures Manual and Steel Taping Data Sheet call for referencing the “pavement temperature”.
What troubles me, is that I don’t think Im really concerned directly with pavement temperature, I want to know the steel tape’s temperature. (Hopefully, the course itself is not going to expand or contract significantly with temp changes!)
Is the pavement temperature really the best proxy for the tape’s temperature?
I suspect that it is not. I suggest the air temperature will get us closer to the “real” correction in most situations – but I’m not prepared to dump a lot of proof on anyone. Maybe this empirical evidence already exists?
Today, for example, while verifying a new 381 meter cal course, this issue came up clearly. The air temp was 60 deg F, but the pavement temp was 87 degrees F. The actual steel tape temp was about 67 degrees F.
If I follow the letter of the Procedures I will have to correct by shortening the nominal length. If I use air temp I will have to lengthen it! Based on the Jones Counter comparison to a nearby reference cal course, I’m certain that I do not want to shorten as suggested by the pavement temperature. In fact, I think I have good reason to lengthen it slightly.
My gut feel is that if the measurer is so equipped, the measurer should be recording the actual steel tape temperature, and if not able to do that then I suspect the air temperature may be closer to what we need.
Additionally, not all tapes are the same. Some tapes are convex/concave. The convex/concacve tapes do NOT make substantial contact with the ground. Other tapes are perfectly flat. The flat tapes may absorb more heat from the road. (today, I was using a 100 foot, convex/concave, stainless steel tape, 20 deg C N 50. )
I’m not real comfortable with handling the different steel tape designs as if they were the same in the absence of an actual tape temperature.
I’m seriously suggesting that directing our measurers to persue pavement temperature, instead of tape temperature, may be a mistake.
Can anyone share some wisdom, data, or experience on this issue?
JEFF
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