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improper probe depth

#3
Jason: THANK YOU! answer to 1) - no ; 3) -corrugated
Knowledge is King and I will download ASTM F2170 and study it. Will call personnel on job site and have him double-check thickness, he has told me it was 3-3 1/4". Will see if a core drilling is still available to verify.
I know this isn't rocket science, but it certainly is Concrete Science!! Much to know and so many variables. With so much time and money riding on proper readings, decisions on whether moisture mitigation is needed or not, one had better educate oneself on all aspects of this area. This I will undertake, once again, of my own volition, hopefully with company support, for their best interest. I don't think it would be wise for them to turn this responsibility over to some other poor smuck and end up with the same results.
Thanks again
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Messages In This Thread
improper probe depth - Rrozema - 02-23-2012, 01:00 PM
RE: improper probe depth - rapidrhrep - 02-23-2012, 01:51 PM
RE: improper probe depth - Rrozema - 02-23-2012, 02:22 PM
RE: improper probe depth - Rrozema - 02-28-2012, 08:44 AM
RE: improper probe depth - rapidrhrep - 03-01-2012, 07:43 AM
RE: improper probe depth - CC Solutions - 03-01-2012, 12:47 PM
RE: improper probe depth - Rubensgt40 - 03-04-2012, 03:56 PM
RE: improper probe depth - CCR - 03-09-2012, 06:14 AM
RE: improper probe depth - GP-CA - 03-23-2012, 02:24 PM
RE: improper probe depth - Ernesto - 03-23-2012, 07:51 PM
RE: improper probe depth - CC Solutions - 03-24-2012, 06:12 AM

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