Unless tighter tolerances are specified, the following apply.
| Spacing tolerances | |
|---|---|
| To be used in conjunction with concrete cover tolerances below | |
| Spacing of main bars in beams and columns | ±10 mm |
| Distance between layers of main steel except it shall not be less than 25 mm | ±5 mm |
| Distance between bars along the face of walls or slabs | ±20 mm |
| Spacing of stirrups or ties in beams and columns | ±20 mm |
| Longitudinal position of splice | ±30 mm |
| Concrete Cover Tolerances | |
|---|---|
| Tolerances of concrete cover relative to the values shows on the drawings and specifications. | |
| In slabs and walls | +10, -0 mm |
| In beams and columns | +10, -0 mm |
| At ends of members | +25, -0 mm |
SOURCE
AS/NZS Standards documentation