|
|
Post by Mixer Driver 69 on Apr 14, 2009 2:08:32 GMT -5
The chick on the left is the inspector.  
|
|
sswt
Full Member
Posts: 37
|
Post by sswt on Apr 14, 2009 8:36:56 GMT -5
hahahahahahahahaha
nope well just corefill block walls instead of using icf.......hahahaha
|
|
gant
Junior Member
Posts: 12
|
Post by gant on Apr 14, 2009 10:05:06 GMT -5
blockfill gotta love it
|
|
|
|
Post by LEAD DOG on Apr 14, 2009 10:19:56 GMT -5
I WOULDN'T BE STANDING NO WHERES NEAR THERE  !
|
|
|
|
Post by concretejoe on Apr 14, 2009 11:06:25 GMT -5
Guess they should have let the mortar dry a few minutes longer.
|
|
|
|
Post by Mort on Apr 14, 2009 11:46:57 GMT -5
Ahh well, just push it back into place and shore it up. No one will ever know. I haven't seen a CMU wall do that, but plenty of regular ones.
|
|
|
|
Post by Mixer Driver 69 on Apr 14, 2009 14:29:31 GMT -5
BTW fellas, that mud was a 4000 PSI pea gravel mix. Add to that the accelerant that the pumper threw into my drum when I got there. The stuff was going off like pop rocks. 
|
|
gant
Junior Member
Posts: 12
|
Post by gant on Apr 14, 2009 15:44:46 GMT -5
It doesnt help that they wet it up to where when it hits the big fin coming out it looks like a fcukin tidle wave
|
|
|
|
Post by Mort on Apr 14, 2009 19:35:03 GMT -5
I hauled wall mix with accelerator before, couldn't figure it out. Maybe they wanted to break the forms down before they left for the weekend. Never heard of a mix that hard for a CMU wall before, and never with any calcium.
|
|
|
|
Post by BillyCement on Apr 14, 2009 19:47:36 GMT -5
I'd do her. ;D 
|
|
|
|
Post by Crazy Mudder Trucker on Apr 14, 2009 20:41:49 GMT -5
I'd do her. ;D |
|
!
