drew...
There is not a definitive nondestructive test for concrete that doesn't require correlation. If you have several columns to check, you can approach this by the use of limited destructive testing coupled with nondestructive testing. Here's the approach I would take.....
Drill three, 2-inch diameter cores into one or two adjacent columns. Have a pulse-velocity measurement taken on these cores, then destructively test them in compression. The cores should have a finished length of twice the diameter for most relevant results.
Once you have established a correlation between the pulse-velocity measurement and the compressive strength, you can then use the pulse-velocity device to check the other columns with a reasonable degree of accuracy.
Another, but less accurate method is to use a Windsor Probe. This should be correlated as well.
Don't let anyone talk you into using a Swiss (Schmidt) Hammer for this task. It is frought with error when trying to correlate with compressive strength. Don't be surprised though if someone suggests it (local testing lab or concrete supplier). In my thinking, they're credibility would immediately suffer (I'm being kind!!).