Durability Engineers needed to assess approximately 180ft of concrete footings and identify locations for taking core samples. See how the team used advanced NDT methods to successfully identify variability in concrete strength and locate the best areas for core extraction.
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In a U.S. municipality building construction project located in the Mid-Atlantic United States, delays in the construction schedule were incurred. During the construction, approximately 180 linear feet of cast-in-place concrete footings exhibited compressive strengths below the project specified requirements.
From testing completed by the quality control testing laboratories, concrete cylinders cast during construction and concrete cores extracted from the footings after placement indicated variable and low compressive strengths. Due to the below specified compressive strengths, the concrete footings were scheduled for demolition which would delay the construction schedule and cause additional cost for demolition, repair, and concrete reinstatement.
To evaluate the relative strength of the concrete footings, the concrete footings were excavated and exposed for assessment. DE performed a visual assessment and nondestructive testing utilizing a Screening Eagle's Silver Schmidt OS8200 rebound hammer. The rebound hammer measurements coupled with the footing placement dates and approximate truck number discharge locations were used to observe trends and identify locations for core sampling and subsequent laboratory testing. DE performed the following analysis:
Durability Engineers onsite using the Silver Schmidt Hammer
The rebound hammer results provided relative indication of the concrete compressive strength around the strip footing. As shown in the figure below, variability in the various concrete truck placements revealed variability in the concrete compressive strength between each truck.
Correlation of compression and NDT results
Compressive strength testing results correlated with the measurements by Screening Eagle's Silver Schmidt OS8200, see plot above, and allowed for identification of areas with lower compressive strengths. This variability allowed DE to isolate the below-specified strength placements and allowed the engineer to design repairs to minimize interruption to the project schedule and budget.
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