|When member depth (or thickness) is 4 in. or less||± 1/4 in.|
|When member depth (or thickness) is over 4 in. and not over 12 in||± 1/2 in.|
When member depth (or thickness) is over 12 in.
|± 3/8 in.|
|When member depth (or thickness) is 12 in. or less||- 3/8 in.|
|When member depth (or thickness) is over 12 in||- 1/2 in.|
Reduction in cover shall not exceed 1/3 the specified concrete cover. Reduction in cover to formed soffits shall not exceed 1/4.
|On-quarter specified distance not to exceed||- 3/4 in.|
Distance between reinforcement shall not be less than the greater of the bar diameter or 1 in. for unbundled bars. For bundled bars, the distrance between bundles shall not be less than the greater of 1 in. or a bar diameter derived from the equivalent total area of all bars in the bundle.
|Except as noted below||± 3 in.|
Stirrups, the less of ±3 inches or ±1 inch per foot of beam depth. Ties, the lesser of ±3 inches per foot of at least column width. The total number of bars shall not be fewer than that specified.
|At discontinuous ends of other corbels and brackets||± 1/2 in.|
|At discontinuous ends of other elements||± 1 in.|
|All other locations||± 2 in.|
|#3 through #11 bars||- 1 in.|
|#14 through #18 bars||- 2 in.|
|Centerline of dowel, vertical deviation measured from bottom of concrete slab at the joint for element depth 8 in. or less||±1/2 in.|
|When element depth is over 8 in.||±1 in.|
Spacing of dowels, measured along a lone parallel to the specified spacing
|Centerline of dowel with respect to a horizontal line that is perpendicular to the plane established by the joint: Horizontal and/or Vertical deviation||±1/2 in.|
The total number of dowels shall not be fewer than that specified.
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