Reduce Heat Curing Cost of Concrete in Winter Using Maturity Method

cold weather concreting
cold weather concreting

Year over year the construction industry goes through a recurring cycle. During summer construction worksites explode in number and activity. This is the time when concrete strength development takes place at a steady pace, as the weather contributes and does not slow strength gain. 

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Concrete strength on-site is largely influenced by weather conditions. When it is hot, concrete can maintain the expected strength gain and critical operations can be done faster. Formwork can be stripped, lanes can be opened, cables can be tensioned, etc.  

However, it is when temperature drops and cold weather takes place, that the coin flips. Without proper actions, construction delays are certain, as the concrete will take longer to achieve target strength. For that reason, projects typically adopt the use of heaters to ensure the concrete strength development, and therefore, the project schedule. Moreover, heaters are used to ensure that the concrete structure meets the minimum quality and durability requirements. For instance, according to ACI 306 – Guide to Cold Weather Concreting, item 3.2, concrete protected from freezing until it attains a compressive strength of 500 psi (3.5 MPa) will not be damaged by exposure to a single freeze/thaw cycle.  

Want to learn more about cold weather concreting? Check out this blog!

The primary objective of heaters is to provide a minimum ambient temperature so concrete on beams, columns, and slabs acquire enough strength. Heaters also requires the use of tarps or blankets to prevent the hydration heat from dissipating. However, this equipment needs to be carefully placed to properly transmit the heat to the concrete and make sure concrete is gaining enough strength for the job site’s different purposes. For example, if you want to remove formwork, a project might have 3,000 psi (20.7 MPa) as a target. Until your concrete reaches this strength, operations cannot continue.  

So, how do contractors and construction companies throughout the world (especially those in the Northern hemisphere) deal with this challenge? By placing heaters close to the concrete element and field cured cylinders in the same location, where lab agencies break them at given ages to verify the strength.  

Field cured cylinders
Field cured cylinders (example of improper storage)

By following this process, one can (with a high conservative range) be sure that the concrete has sufficient strength to move forward with job site operations. Nevertheless, this process is time-consuming and sometimes not realistic, because cylinders are small samples and do not represent the real behavior in the concrete element. Taking the picture above as an example, the cylinders are not properly stored, with improper finishing, and therefore are not representative of the actual behavior of the concrete element. Also, sometimes the cylinders are placed right next to the heater, which does not represent reality.  

Another point is that any job site is subjected to external factors that influence the concrete strength gain. This is even greater during the cold weather season. Heaters could stop working due to power outages, tarps or blankets might fly off, etc., and still, the commonly used measuring process is concrete cylinders.  

So, the question stands, how does the same mix design behave in a concrete cylinder in the field or lab versus the actual concrete element? 

One can use the same mix design to cast field cured, lab cured cylinders and the concrete element. However, we can never expect the same strength results if the curing conditions and hydration process are different from one to another. The chart below represents the temperature and strength of the same concrete, under different conditions: in-place, lab cured and field cured.  

Analyzing the data above, it becomes clear that the temperature has a major effect on concrete strength development. A deeper look shows that at 1.5 days the in-situ strength is at ≈3,000 psi (20.7 MPa), yet the field cylinder is at ≈1,700 psi (11.7 MPa). This is where the differences between the conditions are notorious. In other words, if the job site were to use field cylinders to perform the critical operations, the process would take almost twice as long as by measuring the in-place strength.   

Examples such as above are where the maturity method plays a great deal and helps to save time and money. With maturity meters installed in the concrete element, more accuracy is obtained by tracking down the real strength development. Maturity meters will not only take into consideration the concrete mix but its true behavior in a large element and its higher hydration process.  

Want an in-depth explanation of the maturity method? Check out this blog!  

According to ACI 306 Guide to Cold Weather Concreting, although cold weather concreting results in extra costs because of potentially lower productivity and the need for additional products such as insulating blankets and heaters, it will also allow a project to stay on schedule.  

But How Can Maturity Help Me Reduce Heating Costs?

When contractors wait for the call from the lab to proceed with operations, they need to keep the heaters on to ensure the concrete continues to gain strength. This can take longer than expected.  

Let’s go back to the chart with the different temperature profiles and only analyze the field cylinder vs. in-place strength. The goal is to achieve 3,000 psi (≈ 20 MPa) to strip forms and continue with job site operations. The pour ends at 10 am on day 0.  

Graph that analyzes time versus strength in relation to field cylinders and in-place cylinders.

On the one hand, field cylinders would testify that your 3,000 psi (≈20 MPa) target will be reached within 72 hours or at 10 am three days after placement. On the other hand, if maturity sensors were used, the same target would be achieved within 30 hours, or at 4 pm on the next day after the pour. In both cases, heaters would be kept running until target strength was achieved. However, the difference would be 42 hours. Translating these hours saved into USD, the job site could save $211.68 per storey by using maturity sensors. 

heating saving costs with maturity sensors
Disclaimer: The cost is subject to change based on the type of heater or your location. 

Other Uses for Maturity Sensors During Cold Weather

Other than the savings outlined above, sensors can play an important role when controlling heaters on-site. When associating the SmartRock® technology with the SmartHub™ solution, contractors throughout the world have 24/7 access to the concrete’s performance and ambient conditions. SmartRock sensors can be installed at a location near the heaters to check if the units are performing accordingly throughout the night.  

This application of the sensors saves not only unnecessary travel to the site but also brings peace of mind to make sure no power outages turned off your heaters. Therefore, you can always be sure there was no disruption in the strength gain, nor freezing of the material. It also allows you to act proactively to prevent damages to the concrete element and ensure its quality and durability. 

If you would like to know more about the SmartRock® solutions and its application to cold weather conditions, check out this blog

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