Joint Layout & Crack Control Flashcards
7 cards from real ACI practice questions. Tap to flip, then mark Knew It or Still Learning — missed cards come back until you master them.
Read the first 7 Joint Layout & Crack Control flashcards as text
What is the primary purpose of an isolation joint in a concrete slab?
Answer: To allow differential movement between the slab and an adjacent structure
Isolation joints separate a slab from fixed structures like columns or walls, allowing independent vertical and horizontal movement.
A concrete slab in direct sunlight on a hot, windy day is most vulnerable to which type of cracking?
Answer: Plastic shrinkage cracking
Plastic shrinkage cracks form when surface moisture evaporates faster than bleed water rises, typically in hot, windy, or low-humidity conditions.
Control joints in a slab-on-grade are typically sawn to a depth of at least:
Answer: 1/4 of the slab thickness
Control joints must be cut to at least one-quarter of the slab thickness to create a weakened plane that guides crack formation.
When placing concrete around a round column, the isolation joint should be shaped as a:
Answer: Diamond with corners pointing away from the column
A diamond (square rotated 45°) around a round column orients the corners away from the column so control joints can run from the corners outward.
Which factor most directly determines the maximum spacing of contraction joints in an unreinforced slab?
Answer: Slab thickness
ACI recommends contraction joint spacing of approximately 24–36 times the slab thickness in inches, so thickness is the primary driver.
A construction joint differs from a control joint because a construction joint:
Answer: Marks the end of a concrete placement and bonds adjacent pours
Construction joints occur at the end of a work session or placement boundary and are designed to bond successive pours, not to allow movement.
Dowel bars placed at contraction joints primarily serve to:
Answer: Transfer loads across the joint while allowing horizontal movement
Smooth dowel bars allow relative horizontal movement at the joint while transferring shear loads between adjacent slab panels.