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Posted: Wed Jul 16, 2008 8:30 pm
by Dave_L
I'm glad to hear it , ex-p.

Welcome aboard, I look forward to your PIC advice - something we do need here.

Posted: Thu Jul 17, 2008 6:02 am
by seanandruby
ex printer wrote:no huge chip on shoulder.
thank you for noting my modest knowledge of p.i.c. , which incidently has been gained along with a little knowhow of other materials and finishes.
must also apologise for previous post, parrot got busy on keyboard and posted 1 word , anybody else posted by mistake?, no ?

re-sealing or sealing ANY concrete surface will have a positive effect on any large fissures or small cracks as the few microns of sealent will stop the ingress of water and thus significently reduce the chances or effects from the freeze/thaw cycle.
my parrot has never posted by mistake, i have tho :;):