ASTM C309: Modern Conversations on an Established Standard

ASTM C309 has long been the standard by which membrane-forming concrete curing compounds are judged.

While applicable for its time and still a valid indicator when dealing with rougher finished concrete, the preparation method prescribed by ASTM C156 and then tested by ASTM C309 does not take into account current finishing techniques involved with today’s steel troweled floor slabs. To understand why this is relevant, the preparation procedures for the test itself need to be understood to make a comparison to the specific type of finish being discussed here.

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Problem Solved: Osmotic Effect

Osmotic Effect

What is the Osmotic Effect?

"Osmotic effect” occurs when water migrates out of a tilt-up panel into the casting slab during the critical hydration process. Cement on the downside of the panel does not completely hydrate. Effects range from minor panel surface defects like dusting to more severe damage like complete skin pull-off.

Why does it Happen?

When wet concrete from a newly poured panel is cast against a casting slab with less water content, a gradient forms. Water draws out of the panel and into the casting slab through osmosis. The difference in moisture content between the panel and the casting slab affects the osmotic force, or pressure, necessary to reach equilibrium between the two.

Osmosis is further encouraged by the force of gravity naturally pulling water out of the panel and into the casting slab. Additionally, a temperature gradient often exists between cooler freshly poured concrete and the warmer casting slab. This can contribute to osmosis as water draws into the casting slab.

How can I Prevent the Osmotic Effect?

The most effective preventative measure against the “osmotic effect” is to eliminate the previously mentioned gradient differentials from the start. This is achievable by saturating the casting slab with water before placing the concrete panel. This increases the water concentration in the casting slab, eliminating the gradient, which in turn eliminates osmosis. Please note that removal of excess water from the casting slab immediately prior to panel placement is crucial. Otherwise, the reverse effect of too much water can cause surface dusting.

Another key step in preventing the osmotic effect is using a chemically active, breathable cure and bondbreaker. This will reduce water migration through the bondbreaker while allowing vapor transmission. Chemically active Silcoseal Select forms an amorphous gel which effectively seals concrete surface pores, restricting moisture exit or entry and retaining concrete mixing water to assist in proper hydration. Silcoseal Select resists osmosis by restricting water’s migration from freshly poured concrete through the bondbreaker into the less moist slab.

Additionally, a silicate based hardener, sealer and dustproofer such as Duro-Nox provides added resistance to the “osmotic effect”. It reacts with hydrated lime in the casting slab to densify, harden, and reduce the porosity of the slab surface, thereby reducing the opportunity for osmosis to occur.

Properly Removing Bondbreaker from Concrete Can Help Cut Potential of Tilt-Up Floor Sweating

by Craig Coppersmith, P.E., VP Technical Sales & Marketing

Nox-Crete strives to create the highest quality chemicals for the concrete industry, and to consult with architects, engineers, contractors and distributors regarding the use of our products and their impact on the maintenance of concrete. Our goal is to ensure that those products enhance both the performance and appearance of concrete floors.

Recently, there has been much discussion in the concrete construction industry regarding the phenomenon of sweating floor slabs (commonly referred to as Sweating Slab Syndrome) in warehouses and distribution centers. There are multiple factors that have been suggested to contribute to Sweating Slab Syndrome, including trace amounts of reactive bondbreaker that may remain on floors in casting areas.

Understanding and sharing in the concerns about Sweating Slab Syndrome, the Nox-Crete team set out to verify that our Silcoseal Cure and Bondbreaker could be effectively removed from a tilt-up floor following our standard recommendations for removal, which is cited in our product data sheets. This would validate our recommended processes for removal of Silcoseal Cure and Bondbreaker and eliminate it as a possible contributor to the Sweating Slab Syndrome, by virtue of a proven method for its removal.

To demonstrate that Silcoseal Cure and Bondbreaker testing, sweating slab, bondbreakercould be effectively removed, Nox-Crete contracted with Nelson Testing Laboratories (NTL)—an independent, certified testing agency—to perform a mock tilt-up using Silcoseal Cure and Bondbreaker and Nox-Crete’s citrus-based stripper, Bio-Clean Concentrate CPC, for the removal.

Analysis Process
NTL mixed and poured concrete into a 9-foot x 4-foot x 2-inch thick mold. The concrete surface was finished with a steel trowel and coated with two coats of Silcoseal Cure and Bondbreaker, applied at 400 sf/gallon, 24 hours apart. After another 24 hours, a concrete wall panel was cast on top of the original concrete specimen. After another 48 hours, the wall panel was separated from the original concrete specimen.

The exposed face of the concrete casting surface was then sectioned into three equal parts: uncleaned; cleaned with Bio-Clean diluted 1:3 with water; and cleaned with Bio-Clean diluted 1:5 with water.

The uncleaned sample was left untouched. The area cleaned with Bio-Clean diluted 1:3 was stripped with a 1:3 ratio of Bio-Clean Concentrate CPC to water solution, using a nylon scrub brush simulating a downward force of 100 pounds. The area cleaned with Bio-Clean diluted 1:5 was stripped with a 1:5 ratio of Bio-Clean Concentrate CPC to water solution, using a nylon scrub brush simulating a downward force of 100 pounds.

Four 50-gram samples were then extracted from the concrete casting surface—plain concrete; concrete exposed to Silcoseal Cure and Bondbreaker but not stripped with the Bio-Clean solution; concrete exposed to Silcoseal Cure and Bondbreaker and stripped with the 1:3 Bio-Clean solution; and concrete exposed to Silcoseal Cure and Bondbreaker and stripped with the 1:5 Bio-Clean solution.

Methods of Analysis
The four pulverized concrete samples were chemically extracted with η-hexane. To remove all organic substances, 50 grams per each of the four samples were extracted.

The liquid extract from each of the four concrete samples and the liquid samples of the Silcoseal Cure and Bondbreaker and Bio-Clean Concentrate CPC were dried on a universal diamond Attenuated Total Reflectance Accessory (ATR) for Infrared Spectroscopy, then analyzed using a Perkin Elmer Spectrum Model One Fourier Transform Infrared (FTIR) Spectrometer, with a configuration of resolution of 4 cm-1 and eight accumulations (number of scans) per sample.

Samples Received for Analysis
Six samples were analyzed:
A)   Bio-Clean Concentrate CPC (liquid sample)
B)   Silcoseal Cure and Bondbreaker (liquid sample)
C)   Plain concrete not exposed to Silcoseal (50 g. sample – pulverized concrete)
D)   Concrete exposed to Silcoseal, not cleaned (50 g. sample – pulverized concrete)
E)   Concrete exposed to Silcoseal, stripped with 1:3 ratio of Bio-Clean Concentrate CPC to water (50 g. sample – pulverized concrete)
F)   Concrete exposed to Silcoseal, stripped with 1:5 ratio of Bio-Clean Concentrate CPC to water (50 g. sample – pulverized concrete)

Extraction and Infrared Spectroscopy Analysis Results
Evidence of the presence of Silcoseal Cure and Bondbreaker was not found in three of the pulverized concrete samples (Samples C, E & F). However, Sample D, the pulverized concrete that was exposed to Silcoseal but not cleaned, contained a detectable amount of organic extract, indicating the presence of Silcoseal─as expected.

Both of the stripping solution ratios (1:3 and 1:5) of Bio-Clean Concentrate CPC to water effectively removed the Silcoseal Cure and Bondbreaker.

The infrared spectra of both of the extracts from Samples E & F show a sharp absorption band around 1100 cm-1 (frequency), which is due to the presence of the Bio-Clean. Organic substances from the Silcoseal Cure and Bondbreaker are not evident in the spectra of Samples C, E & F, but are evident in Sample D.

Summary: Nox-Crete’s Interpretation of the Analysis Results
Proper surface preparation will remove all trace amounts of Silcoseal Cure and Bondbreaker and its heavy metallic soaps from concrete tilt-up floors. If no Silcoseal Cure and Bondbreaker residue remains on the tilt-up floor, it cannot contribute to Sweating Slab Syndrome.

NOTE: NOTE: These independent tests were only conducted on Nox-Crete-branded products. It is unknown whether other brands of reactive bondbreakers can be successfully removed.These independent tests were only conducted on Nox-Crete-branded products. It is unknown whether other brands of reactive bondbreakers can be successfully removed.

The most effective way to remove Silcoseal Cure and Bondbreaker residue is with Nox-Crete’s Bio-Clean Concentrate CPC. Nox-Crete recommends taking these steps to remove bondbreaker residue from concrete floors:

  • Dilute Bio-Clean Concentrate CPC 1:1 with water for stripping heavy coatings. For removal of lighter coatings,dilute with a ratio of 1:3.
  • Uniformly apply by sprayer or through an automatic floor machine at an application rate of 200-300 sf/gal (5-7.5 sm/L).
  • Allow product to dwell on the floor surface for 20-30 minutes while aggressively scrubbing the surface with an automatic floor machine equipped with nylon scrub brushes.
  • Squeegee the surface clean and rinse thoroughly with water.

Follow these links to learn more about Nox-Crete's line of Silcoseal Cure and Bondbreakers and Bio-Clean Concentrate CPC, or call our customer service team at 402-341-2080.

Liquid Hardeners Realize Maximum Performance When Applied After 28 Days

Patience is a Virtue - Testing Confirms Liquid Hardeners Realize Maximum Performance When Applied After 28 Days

A growing trend within the concrete flooring industry is to apply liquid hardeners on freshly-troweled concrete in what is referred to as a “pre-seal” or a “cure-coat.” Conversely, Nox-Crete has historically advised applicators to wait and apply liquid floor hardeners a minimum of 28 days after concrete placement to allow for maximum performance. The 28 day recommendation was based on intuition and a strong understanding of the chemistry behind liquid floor hardeners and the means by which they densify concrete surfaces. The lack of conclusive data led Nox-Crete to not only ask but to answer the question, does the timing of the application (Day One vs. Day 28) impact the liquid floor hardener’s ability to improve abrasion resistance? Continue reading

Independent Testing Confirms Duro-Nox Abrasion Resistance

Concrete floors are subjected to continuous wear, from heavy equipment in the manufacturing world to the retail industry’s constant foot traffic. In response, many design professionals use liquid floor hardeners or densifiers to increase protection against potential damage and premature wear of the slab surface.

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