Return to index: [Subject] [Thread] [Date] [Author]

RE: Permissible Sulfate Content in Concrete

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Type II is modified cement.  It has some sulfate resistance
and lowers the head of hydration a little.

But if sulfate is a real concern, you need to go to type V

Type III is high early strength.

And while we're at it, type IV is low heat of hydration for
mass placement.

Jonathan Mallard, P.E.

******* ****** ******* ******** ******* ******* ******* ***
*   Read list FAQ at:
*   This email was sent to you via Structural Engineers
*   Association of Southern California (SEAOSC) server. To
*   subscribe (no fee) or UnSubscribe, please go to:
*   Questions to seaint-ad(--nospam--at) Remember, any email you
*   send to the list is public domain and may be re-posted
*   without your permission. Make sure you visit our web
*   site at:
******* ****** ****** ****** ******* ****** ****** ********