What is Time of Set?
Time of set is defined as the point in time at which penetration resistance reaches specified values. ASTM C 403 identifies initial and final time of set as:
Penetration resistance
Initial Time of Set
|
500 psi
|
Final Time of Set
|
4000 psi
|
Typically to a concrete contractor, initial time of set refers to the time at which a concrete surface can bear the weight of an individual with minimal indentation.
When water comes into contact with hydraulic cement, a chemical reaction called hydration occurs. This reaction combines water with cement forming chemical compounds, increasing the
strength of the material and changing it from a plastic, moldable material to a solid capable of withstanding substantial loads.
Why is Time of Set Significant?
Initial and final set times are important because they give an indication of when the concrete can be properly placed, consolidated and finished.
What Influences Time of Set?
Among other things, the initial and final time of set
are influenced by:
- Cementitious material chemistry
- Cementitious material fineness
- Cementitious material content
- Water to cementitious materials ratio
- Concrete and ambient temperatures
- Admixture types
- Fly ash and pozzolan properties
How Does Slag Cement Affect Time of Set?
At temperatures less than 85 degrees Fahrenheit, concrete containing slag cement can have longer times of set, when compared with 100 percent portland cement concrete.
The lower the ambient and/or concrete temperatures, the slower the set times will be (Figure 1). The percentage of slag cement used can also affect times of set. However,
replacement rates of less than 30 percent generally will not affect times of set significantly. Slower times of set are beneficial in hot weather because the contractor has a
longer time to deliver, place, and finish the concrete. If times of set need to be reduced, accelerators, heated materials or reduced slag cement content may be used (Figure 2).
Reference
- C403/C403M-99, Standard Test Method for Time of Setting of Concrete Mixtures by Penetration Resistance, American Society for Testing and Materials, West Conshohocken, PA, 2001.
“As with all concrete
mixtures, trial batches should be performed to verify concrete
properties. Results may vary due to a variety of circumstances, including
temperature and mixture components, among other things. You should
consult your slag cement professional for assistance. Nothing contained
herein shall be considered or construed as a warranty or guarantee, either
expressed or implied, including any warranty of fitness for a particular
purpose.”