Thanks ajk... that's the one I was thinking of and it was Olympia and York... I have a print of the transcript, somewhere...
I was working in Toronto in the mid 70's and by that time, parkade corrosion was a well established item. I met with John Bickley many times, but on other geotechnical issues...
We've been asked to put in a proposal for a parkade repair... and the terms do not include for a complete encapsulation of the existing and there has been no determination of the degree of carbonation... Chain drag and hammer to establish areas of repair. The RFP's are based on a couple of earlier engineering reports that are 'patching' the problem and have relegated the encapsulation (aka membrane replacement) to a minor 'afterthought'. This may not address the issue that the repair may only be a bandaid... and if the chloride intrusion is sufficient, it is essential that moisture be excluded...
The parkade was constructed in the mid 70's using f'c 3000 and 3/4" concrete cover, poor drainage, no hose bibs or maintenance manuals... my earliest parkades were undertaken at that time with 4500 psi, min and 1-1/4" to 1-1/2" conc cover... with drainage, bibs, and manuals (owners never followed this, but it was covered).
Dik