Last Updated: 09/20/07
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Bridges

This section is Under Construction, we apologize for any inconvenience

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Post-Tensioned Structures

The biggest economic impact maturity testing can have for a contractor is realized when the test is routinely used to determine the soonest forms can be stripped or post-tensioning can begin.

We find that contractors can save at least one day’s wait for each pour. Why are contractors waiting so long to strip forms or stress PT? The answer lies in the traditional method of testing concrete: field-cured cylinders.

Test cylinders have been used for decades as the benchmark of the compressive strength of concrete. In fact, test cylinders remain the most widely used barometer of concrete strength. And while test cylinders will always have a place in constructing the world’s structures, maturity testing provides new and critical information about the status of the concrete that is actually in the structure.

THE BATHTUB TEST

Imagine a bathtub full of hot water. If you were to scoop out a cup of the hot water and place it on the counter beside the tub, which cools faster? The cup, of course. If you want to know how hot the water is in the tub after one hour, you’d put your hand in the tub, not the cup. This illustrates the difference between cylinder testing and maturity testing, particularly for early-age strength determination. 
Cylinders represent but a tiny fraction of the mass of a typical structure. They can lose heat quickly, and even when well protected rarely do they have the same thermal history as a larger concrete pour. They are subjected to any number of extraneous conditions not found in the structure. And because concrete strength is proportional to the heat released during hydration, in-place strengths are usually much higher.

We’ve tracked the difference between strength gain in the structure vs. that of field-cured test cylinders on many of the hundreds of jobs we’ve done. For post-tensioned (PT) projects maturity testing is particularly beneficial. With PT, it is important to stress tendons at the right time. Stressing too soon can be catastrophic, with great potential for substantial damage to the structure and personal injury if the concrete should fail near the PT cable heads. Stressing too late means the maximum benefit of PT is not obtained, clearly wasting money and leading to potential design and engineering implications. On most jobs, we found contractors needlessly waiting much longer than necessary to safely begin stressing.
The graph below illustrates the significant time savings from using maturity testing to properly time post-tensioning operations.

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High-Rise Buildings

This section is Under Construction, we apologize for any inconvenience

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Tunnel and Jump Forms

Con-Cure is allowing one contractor in St. Louis to strip tunnel forms within 7 hours of end of finishing operations using immediate reshoring technique.

Con-Cure is allowing one contractor in California to speed construction of new suspension bridge north of San Francisco by confirming in-place strength.

Very difficult working conditions at both sites make taking cylinders virtually impossible.

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Early Forms Removal

The biggest economic impact maturity testing can have for a contractor is realized when the test is routinely used to determine the soonest forms can be stripped or post-tensioning can begin.

We find that contractors can save at least one day’s wait for each pour. Why are contractors waiting so long to strip forms or stress PT? The answer lies in the traditional method of testing concrete: field-cured cylinders.

Test cylinders have been used for decades as the benchmark of the compressive strength of concrete. In fact, test cylinders remain the most widely used barometer of concrete strength. And while test cylinders will always have a place in constructing the world’s structures, maturity testing provides new and critical information about the status of the concrete that is actually in the structure.

THE BATHTUB TEST

Imagine a bathtub full of hot water. If you were to scoop out a cup of the hot water and place it on the counter beside the tub, which cools faster? The cup, of course. If you want to know how hot the water is in the tub after one hour, you’d put your hand in the tub, not the cup. This illustrates the difference between cylinder testing and maturity testing, particularly for early-age strength determination. 
Cylinders represent but a tiny fraction of the mass of a typical structure. They can lose heat quickly, and even when well protected rarely do they have the same thermal history as a larger concrete pour. They are subjected to any number of extraneous conditions not found in the structure. And because concrete strength is proportional to the heat released during hydration, in-place strengths are usually much higher.

We’ve tracked the difference between strength gain in the structure vs. that of field-cured test cylinders on many of the hundreds of jobs we’ve done. For post-tensioned (PT) projects maturity testing is particularly beneficial. With PT, it is important to stress tendons at the right time. Stressing too soon can be catastrophic, with great potential for substantial damage to the structure and personal injury if the concrete should fail near the PT cable heads. Stressing too late means the maximum benefit of PT is not obtained, clearly wasting money and leading to potential design and engineering implications. On most jobs, we found contractors needlessly waiting much longer than necessary to safely begin stressing.
The graph below illustrates the significant time savings from using maturity testing to properly time post-tensioning operations.

Back to top