Concrete Moisture Measurement Forums / Concrete / Best Practices on the Job / How are you addressing cracks?

Post Reply 
 
Thread Rating:
  • 0 Votes - 0 Average
  • 1
  • 2
  • 3
  • 4
  • 5
How are you addressing cracks?
09-14-2011, 06:41 PM (This post was last modified: 09-14-2011 06:45 PM by eaadams.)
Post: #20
eaadams
Concrete Moisture Expert
 		Posts: 506
Joined: Jul 2010
RE: How are you addressing cracks?
That is interesting. I have always been told that a joint filler should be crushable so that it will not pucker up with reverse curl when the moisture reequilibtates. See ACI 302.2 and the article http://www.google.com/m/url?client=ms-an...IuwI8ckBkw
Find all posts by this user
Quote this message in a reply
Post Reply 


[-]
Share/Bookmark (Show All)
Facebook Twitter Linkedin Technorati Digg MySpace Delicious

Messages In This Thread
RE: How are you addressing cracks? - eaadams - 09-14-2011 06:41 PM



Contact Us | Return to Top | Return to Content | RSS Syndication