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A long CMU corridor wall has no control joints shown near a re-entrant corner, and shrinkage cracking is likely to concentrate there. What is the best preconstruction action?

Correct Answer

C) Coordinate the control-joint layout with the designer before laying the affected wall

Raise the concern with the designer before construction and resolve the intended crack-control detail. Joint placement must work with reinforcement, wall function and expected movement. Do not cut reinforcement or replace structural mortar with caulk indiscriminately. Concrete masonry can undergo shrinkage; simply waiting for a crack is not a design resolution. Source: https://www.cmha.org/resource/cmu-tec-009/

Answer Options
A
Ignore it because concrete masonry never shrinks
B
Fill the first crack with hard grout after it appears
C
Coordinate the control-joint layout with the designer before laying the affected wall
D
Replace every mortar joint with caulk without design review

Why This Is the Correct Answer

Raise the concern with the designer before construction and resolve the intended crack-control detail. Joint placement must work with reinforcement, wall function and expected movement. Do not cut reinforcement or replace structural mortar with caulk indiscriminately. Concrete masonry can undergo shrinkage; simply waiting for a crack is not a design resolution. Source: https://www.cmha.org/resource/cmu-tec-009/

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