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Kapow! Low RH by Sundt
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05-24-2013, 10:09 AM #14
rapidrhrep Concrete Moisture Tutor **
Status: Offline Posts:78 Threads:3 Joined:Aug 2011
EA:

The spec I am looking at has not been tested yet so I can't answer the RH question. As far as the slump and moisture results directly, I would have to agree with you. Indirectly though a higher W/C ratio will slump more that a lower W/C ratio. Typically the concrete manufacturer is the one who provides this slump information once the materials and proportions of the the mix design are calculated. This would be a QC measurement for someone on site. So in my pea brain, the more it slumps the more water in the design, the longer it will take me to dry the slab of that excess.

Jason








Messages In This Thread
Kapow! Low RH by Sundt - eaadams - 05-06-2013, 09:42 PM
RE: Kapow! Low RH by Sundt - jim decker - 05-07-2013, 06:31 PM
RE: Kapow! Low RH by Sundt - eaadams - 05-07-2013, 06:39 PM
RE: Kapow! Low RH by Sundt - jim decker - 05-07-2013, 06:54 PM
RE: Kapow! Low RH by Sundt - eaadams - 05-07-2013, 07:24 PM
RE: Kapow! Low RH by Sundt - Rubensgt40 - 05-07-2013, 08:38 PM
RE: Kapow! Low RH by Sundt - eaadams - 05-07-2013, 08:40 PM
RE: Kapow! Low RH by Sundt - eaadams - 05-10-2013, 09:36 AM
RE: Kapow! Low RH by Sundt - CC Solutions - 05-10-2013, 10:14 AM
RE: Kapow! Low RH by Sundt - eaadams - 05-10-2013, 10:22 AM
RE: Kapow! Low RH by Sundt - CC Solutions - 05-10-2013, 10:26 AM
RE: Kapow! Low RH by Sundt - rapidrhrep - 05-24-2013, 09:41 AM
RE: Kapow! Low RH by Sundt - eaadams - 05-24-2013, 09:48 AM
RE: Kapow! Low RH by Sundt - rapidrhrep - 05-24-2013, 10:09 AM
RE: Kapow! Low RH by Sundt - eaadams - 05-24-2013, 10:16 AM
RE: Kapow! Low RH by Sundt - CC Solutions - 05-27-2013, 10:17 AM

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