Case Study

The concrete temperature was recorded over a period of
approximately 72 hours. A sensor was also placed inside an
extra test cylinder, which was then placed inside a heated cure
box that was on site. For reference, ambient temperatures were
recorded during the testing period.
The Maturity Method (ASTM C1074) was used to estimate
concrete strength over the course of the recording period, by
utilizing a best-fit calibration curve generated by using the
average of the past 36 sets of test cylinders from this project.
This data provided an accurate estimate of the relative
strength dierences between the three sections of the slab.
The Ultimate Custom Heating Solution
Shot showing two of the three sections. The yellow dataloggers are visible.
Concrete Curing Case Study