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RE: Non-shrinkage Grout Vs. Pull-out strength

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	I have used Concresive 1420 and Concressive 1001 (epoxy grouts)
both by Master Builders Technologies Tel. No.( 800) 628-9990. They can
also give you values of pull-out loads.

> ----------
> From: 	qwu1(--nospam--at)ix.netcom.com[SMTP:qwu1(--nospam--at)ix.netcom.com]
> Sent: 	Saturday, July 25, 1998 1:25 PM
> To: 	seaoc(--nospam--at)seaoc.org
> Subject: 	Non-shrinkage Grout Vs. Pull-out strength
> 
> Simebody told me that when a post-installed dowel (such as #5 deformed
> rebar) filled up with non-
> shrinkage grout in a drilled hole can have strong pull out strength,
> even the embedment length of 
> the dowel is not so long ( such as 9" embedment for #5 dowel may be
> able to develop the full 
> tension capacity of the rebar). Does any one know where to contact the
> manufacturer or any 
> reference, or any test results? It would be great helpful especially
> for those products with ICBO 
> reports.
> 
> Thanks in advance.
> 
> 
> Quick Wu
> CSD  
> 
> 
> 
>