Question?
I have a vapor barrier under the concrete slab so why do I need a
Moisture Vapor Emission and Alkalinity Control System?
Answer:
Under slab polyethylene/plastic sheeting are designed to
prevent physical water from contacting the underside
of concrete. These liners must be lapped, taped, with
all plumbing and electrical piping sealed. They can be
ripped and punctured by normal construction traffic and
become ineffective. These vapor retarders do not have
the ability to stop moisture vapor transmission. The
plastic type liners can only retard the under slab physical
water intrusion. The vapor retarders will also contain
bleed water that in time can migrate through the concrete
and reach the surface.
Question?
I have a low water to cement ratio, why would I need
a moisture vapor control system?
Answer:
Many times the water/cement ratio is compromised as excessive
water is induced during concrete placement in an effort
to help in finishing. This extra water of convenience,
once it evaporates will leave microscopic voids in the
concrete substrate.
Question?
I had never had a moisture related problem, why should I worry
about it now?
Answer:
In some cases owners, architects or even engineers were
never notified that a floor had failed or is failing.
In some causes the builder would use a retrofit type
moisture vapor control system just to keep the job on
schedule.
Question?
I use water reducing add mixtures, why should I be concerned
about excess moisture?
Answer:
Designing a stringent concrete mix is a great beginning
but does not allow for jobsite weather conditions such
as high humidity or a very dry wind. These types of elements
can change the concrete dramatically.
Question?
I live in dry desert type climate, why do I need to think
about excess moisture and moisture vapor?
Answer:
The excess amount of the water of convenience in the concrete
itself could definitely be a source of moisture vapor
emission at a later date. This amount of water does not
necessarily leave the slabs even up to a year later.
Question?
I do not like to spend the money up front so why can’t
I wait until the moisture tests are performed later so
at that point I may decide whether or not I need a MVE
control system?
Answer:
When working in a new construction environment it is very
difficult to get an adequate reading on a
calcium chloride
test for ASTM 1869. These moisture vapor emission rate
only reflects the condition of the concrete floor at
the time of the test. When using retro-fit type system
they are very expensive. They also cause down time on
your project.
Question?
Can you have floor failures on above grade concrete? If
so WHY?
Answer:
Lightweight concrete is used on above grade facilities
and is pumped into galvanized steel pans and does not
allow the bleed water to completely escape from the concrete
prior to the flooring material being installed. When
the room is acclimated by temperatures and humidity controlled
by the HVAC system, excess moisture will try to escape
through the slab thus attacking the floor covering. Above
grade concrete design mixes require excess water of convenience
to pump the material up into the forms. The aggregates
within the same mix are very porous (lightweight aggregate)
and can retain water for long periods of time.
Question?
Does moisture vapor emissions by them self break down floor
covering adhesives?
Answer:
Within concrete itself the pH is 12 to 13. As moisture
vapor emission travels thru the concrete substrate it
carries the alkalinity to the surface thus destroying
the adhesives and floor coverings.
Question?
What is Sick Building Syndrome (SBS)?
Answer:
Sick Building Syndrome is a set of health problems
occurring to the occupants of a particular building which
seem to be related to the time the occupants have spent in
that building and cannot be accounted for from any other
cause. While fumes from paint and plastics as well as poor
ventilation can be a cause, the more serious symptoms may
come from the toxic spores from mold or fungal blooms. The
main source of fungus and mold is from water that has
penetrated the building's concrete walls, floors or roofs
and has become stagnant in the presence of nutrients that
fungus can use. While there are a wide variety of these
fungi and their toxic effects, fortunately the points of
entry for moisture are more limited and can be dealt with
directly.
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