AS 3610.1:2018, 3.3.5.2
AS 3610.1:2018, Figure 3.3.5.2 (D)
AS 3610.1:2018, Figure 3.3.5.2 (D)
AS 3610.1:2018, 3.3.5.2 (c)
AS 3610.1:2018, 3.3.5.2 (c)
AS 3610.1:2018, 3.3.5.2 (d)
AS 3610.1:2018, 3.3.5.2 (c)
AS 3610.1:2018, 3.3.3.2
AS 3610.1:2018, Figure 3.3.5.2 (D)
AS 3610.1:2018, Figure 3.3.5.2 (D)
AS 3610.1:2018, Figure 3.3.5.2 (A)
AS 3610.1:2018, 3.3.5.2 (d)
Out of Plumb - Rectangular ColumnAS 3610.1:2018, 3.3.5.2 (d)
- 300mm plumb vertical distance from top & bottom surface
- ≥ 2 readings on adjacent faces
AS 3610.1:2018, Figure 3.3.5.2 (C)
AS 3610.1:2018, Figure 3.3.5.2 (C)
AS 3610.1:2018, Figure 3.3.5.2 (C)
AS 3610.1:2018, 3.3.5.2 (d)
AS 3610.1:2018, 3.3.5.2 (d)
AS 3610.1:2018, Figure 3.3.5.2 (B)
AS 3610.1:2018, Figure 3.3.5.2 (D)
AS 3610.1:2018, Figure 3.3.5.2 (A)
AS 3610.1:2018, 3.3.4.2
AS 3610.1:2018, Figure 3.3.5.2 (D)
AS 3610.1:2018, Figure 3.3.5.2 (D)
AS 3610.1:2018, Figure 3.3.5.2 (C)
AS 3610.1:2018, 3.3.5.2 (d)
AS 3610.1:2018, Figure 3.3.5.2 (C)
Uniform Tie Rod Hole Pattern
AS 3610.1:2018, 3.3.5.2 (b)
Face StepAS 3610.1:2018, 3.3.5.2 (b)
- ≥ 200mm straightedge intervals over whole visible step
- "s" tolerable gap between straightedge & finished concrete
AS 3610.1:2018, Table 3.3.5.1
AS 3610.1:2018, 3.3.5.2 (d)
Out of Plumb - Circular ColumnAS 3610.1:2018, 3.3.5.2 (d)
- 300mm plumb vertical distance from top & bottom surface
- At 90° angles from each other
AS 3610.1:2018, 3.3.5.2 (c)
AS 3610.1:2018, 3.3.5.2 (a)
AS 3610.1:2018, Table 3.3.5.1
AS 3610.1:2018, Table 3.3.5.1
AS 3610.1:2018, Figure 3.3.5.2 (A)
AS 3610.1:2018, 3.3.5.2 (a)
AS 3610.1:2018, Table 3.3.5.1
AS 3610.1:2018, 3.2.3
AS 3610.1:2018, 3.3.3.2
AS 3610.1:2018, 3.3.3.2
AS 3610.1:2018, 3.3.3.2 (a)
Blowholes ImperfectionAS 3610.1:2018, 3.3.3.2 (a)
- Small holes on the surface
- ≥ 2m viewing distance
- 1:1 scale photo comparison for blowholes evaluation to AS 3610.1
AS 3610.1:2018, Table 3.3.5.1
AS 3610.1:2018, 3.3.4.1
AS 3610.1:2018, 3.3.4.2
Form Face DeflectionAS 3610.1:2018, 3.3.4.2
- ≥ 10 readings at ≥ 300mm intervals in the same direction of the span
- "d", tolerable distance between straightedge & finished concrete
AS 3610.1:2018, Table 3.3.5.1
Tolerance GapAS 3610.1:2018, Table 3.3.5.1
- Within Element
- ≤ 1mm 95% surface reading
- ≤ 2mm 100% surface reading
- On Construction Joints
- ≤ 2mm 95% surface reading
- ≤ 3mm 100% surface reading
AS 3610.1:2018, Figure 3.3.5.2 (B)
AS 3610.1:2018, Figure 3.3.5.2 (B)
AS 3610.1:2018, 3.3.5.2 (a)
Surface UndulationsAS 3610.1:2018, 3.3.5.2 (a)
- 300mm & 1.5m Straightedges
- ≥ 30 readings of elements with ≥ 2m in either direction
- ( a - b ) reading evaluation
AS 3610.1:2018, Table 3.3.5.1
AS 3610.1:2018, Figure 3.3.5.2 (A)
AS 3610.1:2018, 3.3.5.2 (d)
Out of Plumb - WallAS 3610.1:2018, 3.3.5.2 (d)
- 300mm plumb vertical distance from top & bottom surface
- ≥ 2 readings at ≤ 5m CTS wall length
AS 3610.1:2018, 3.3.5.2 (d)
AS 3610.1:2018, 3.3.5.2 (d)
AS 3610.1:2018, 3.3.5.2 (c)
FlatnessAS 3610.1:2018, 3.3.5.2 (c)
- Non-pattern Surfaces
- 10m w/ overlapping 5m reading along straight line
- "f" tolerable gap between string line & finished concrete
AS 3610.1:2018, 3.3.5.2 (c)
AS 3610.1:2018, 3.3.5.2 (c)
AS 3610.1:2018, 3.3.5.2 (c)
AS 3610.1:2018, Figure 3.3.5.2 (C)
AS 3610.1:2018, Figure 3.3.5.2 (C)
AS 3610.1:2018, Figure 3.3.5.2 (C)
AS 3610.1:2018, Figure 3.3.5.2 (C)
AS 3610.1:2018, Figure 3.3.5.2 (C)
AS 3610.1:2018, Figure 3.3.5.2 (C)
AS 3610.1:2018, Figure 3.3.5.2 (D)
AS 3610.1:2018, Figure 3.3.5.2 (D)
AS 3610.1:2018, Figure 3.3.5.2 (C)
AS 3610.1:2018, 3.3.5.2 (d)