MOXIE 1800 SUPER-ADMIX provides the proper moist condition and maintains a perfect
curing environment for concrete. A portion of the water and all available calcium
hydroxides are transformed into a colloidal gel state until the cement paste uses the
necessary amount of water required for complete hydration. This complex process properly
controls the maximum allowable water loss, as determined by ASTM C309, and maintains the
ideal internal moist condition during hydration. This ideal moisture condition does
not affect the moisture roll-off process in lightweight suspended floors.
Cast-in-Place Concrete specifications are explained under these sections. The
appropriately marked references are explained under their corresponding sections.
SECTION 3300-12, 3.1, A.
MOXIE 1800 SUPER-ADMIX maintains this moist condition throughout the entire curing
process
More times than not curing compounds must be removed and is explained later in this
bulletin.
MOXIE 1800 SUPER-ADMIX complied with ASTM C309, in its entirety, until October 15th of
1991, at which time ASTM chose to exclude in-organic, silicate based solutions because
they are chemically reactive rather than forming a physical membrane on the surface. MOXIE
1800 SUPER-ADMIX a chemically reactive, in-organic complex silicate, and in the initial
phase forms an integral, colloidal gel membrane, which continues to react with the calcium
hydroxides and free mix water, ultimately, and uniformly forming additional cementitious
material. This complex process which controls the curing environment also reduces the
permeability of the concrete to a factor of approximately 6.57x10-9 cm2/sec or
.00000000657 cm2/sec in decimal form. This calculation equates to less than 6.22 cm2 of
water permeation per 1,000sf, over a 30 year period. Reference ASTM. D5084 Concrete
Permeability (Modified).
The technical aspects of the ASTM C309 criteria excludes MOXIE 1800 SUPER-ADMIX as of
the October 1991 date however, it continues to meet the PERFORMANCE criteria,
specifically:
ASTM C309, Section 1.
"to reduce the loss of water during the early hardening period".
MOXIE 1800 SUPER-ADMIX will reduce the loss of and rapid evaporation of surface water,
especially critical in gusty or windy conditions, control initial expansion and ultimate
shrinkage thereby reducing or eliminating shrinkage cracks.
ASTM C309, Section 6.1
"when tested in accordance with 10.1, shall restrict the loss of water to not more
than 0.55 kg/m2 in 72 hr's.
MOXIE 1800 SUPER-ADMIX maintains the maximum allowable loss of water at 0.541 kg/m2 in
72 hr's.
ASTM C309 was created to establish the proper maximum moisture loss allowable, as well
as other curing related parameters for concrete. MOXIE 1800 SUPER-ADMIX complies with the
original intention of that criteria and will reduce the rapid surface evaporation of the
mix water, especially in windy or gusty conditions, maintain an ideal internal moist
condition, reduce heat absorption in higher ambient temperatures, and conserve the heat
generated by hydration in colder weather. Controlled and proper curing is the purpose of a
curing agent. City, State, Federal, Municipal, Architectural/Engineering, and Soils
Engineering firms acknowledge the superior curing agent properties, and that MOXIE 1800
SUPER-ADMIX is a more effective vapor barrier alternative than standard sand and
visqueen,
is just as cost effective, and consistently performs better.
The Portland Cement Association states that "Although it can require several
months of air drying, a relative humidity of about 80% or less is often required before
floor-covering materials can be placed on concrete floors." If a suspended or
lightweight suspended floor is specified it can require several months as well for the
hardened concrete to APPEAR to be suitable for the installation of a resilient floor. The
left-in-place forms restrict curing, and if a typical curing agent is used, it could add
years to the process. Furthermore most, if not all, membrane forming compounds must be
removed before any flooring can be installed. MOXIE 1800 SUPER-ADMIX DOES NOT EFFECT
SUSPENDED OR SUSPENDED LIGHTWEIGHT FLOOR CURING.
This cost for removal of a typical curing compound can add anywhere from $.20 to $.40
per square foot, or more, an absolutely non-existent cost with the use of MOXIE 1800
SUPER-ADMIX.
MOXIE 1800 SUPER-ADMIX does not require any additional curing time before flooring can
be installed, provided complete hydration of the slab has taken place. This accelerates
the normal time frame allowing for non-interrupted scheduling of the project. High water
cement ratios will require longer hydration times.
Composed of complex, in-organic silicates, reactive catalyst, and active enzymes, MOXIE
1800 SUPER-ADMIX simply forms calcium silicates in the end process, identical to that
which cement paste forms in its' chemical process, and therefore by its' very chemical
nature cannot be incompatible with adhesives, paints, coatings or topping compounds. Refer
to MOXIE 1800 SUPER-ADMIX - TESTING PROCEDURES for specific information.
MOXIE 1800 SUPER-ADMIX requires no additional curing agentS, membrane forming
compoundS, OR SURFACE EVAPORATION RETARDERS or sealer/hardners. The application of an
additional curing compound in addition to the use of MOXIE 1800 SUPER-ADMIX will DELAY THE
NATURAL HYDRATION OF THE CONCRETE AND DELAY THE APPLICATION OF FLOORING MATERIALS AND
RELATED PRODUCTS.
The recommended test methods, for MOXIE 1800 SUPER-ADMIX, to indicate the absence of
moisture migration, permeability, or in-place moisture content level, before the
installation of any flooring materials, are:
ASTM D4263 - Standard Test Method for Indicating Moisture by the Plastic Sheet Method
ASTM D4263 - With the addition of a DEW POINT HYGROMETER for quantitative results
ASTM D5084 - Concrete Permeability, Modified Permeability of Saturated Soils, Method A
ASTM E96 - Standard Test Method for Water Vapor Transmission of Materials, Method B
REFERENCES - Kosmatka, S. H. and Panarese, W. G., Design and Control of Concrete
Mixtures, Chap. 14,Moisture Content, Par. 3, Pg. 172, Thirteenth
Edition, © Portland Cement Association 1992