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RE: Slurry

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Sharon,

Use CLSM
	http://www.epa.gov/cpg/products/flow-fil.htm
	http://www.irmca.com/_flowable/flowable.htm
	http://www.crmca.org/solutions/fill/
	http://www.portcement.org/cb/concreteproducts_clsm.asp
	http://www.geofill.com/idot.pdf

Regards,
Harold O. Sprague

> -----Original Message-----
> From:	sharonb(--nospam--at)slarchitects.com [SMTP:sharonb(--nospam--at)slarchitects.com]
> Sent:	Thursday, October 04, 2001 8:38 AM
> To:	seaint(--nospam--at)seaint.org
> Subject:	Slurry
> 
> I am working on relocatable buildings (like trailers) whose cripple walls
> bear on 3x8 or larger pressure treated mud sills directly on grade.  In
> some
> locations the grade has eroded below the mud sill leaving pockets where
> the
> mud sill has no direct bearing.  I am going to solve this deficiency by
> filling the voids with a lean concrete mix or slurry.
> 
> Does any one have a suggestion for this mix design?...other suggestions?
> 
> 
> Sharon Robertson Bonds, PE
> Salerno/Livingston Architects
> 363 Fifth Avenue, Third Floor
> San Diego, California  92101
> (619) 234-7471(619) 234-7471
> 

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