Information
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Client / Site naming convention is:
Job Number - Drawing Number or alternatively (...)
i.e. Job Number (Client) - Drawing Number (Panel Number)
eg. 1234 - WP1 -
Client / Site
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Document No.
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Bed Number
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Panel Thickness
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Location
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Conducted on
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Prepared by
How to complete this inspection.
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Questions require visual inspection only.
Verify requires a dimensional check.
Checked dimensions are to be identified on the shop drawing with blue pen.
Bed Preparation
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is the bed surface clean/ polished?<br>
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Are all holes filled and dressed back?
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Has the bed release agent been applied?
Formwork Setup
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Is formwork correct size for required panel thickness?
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Is formwork straight and secured to the bed with sufficient magnets or screws?
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Verify formwork been checked for square?
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Verify all formwork dimensions correct?
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Photo - Shop Drawing with Dimensions checked-off/ highlighted.
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Is formwork clean and sealed correctly?
Check the following Cast-in components are correctly positioned and within tolerance.
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Verify Structural Ferrules [+/- 1mm]<br>
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Photo - Detail of Structural Ferrule positioning.
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Propping Ferrules [+/- 50mm] &<br>MIN 300mm to edge of panel.
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Verify Grout Tubes [+/-3mm] & <br>Perpendicular to panel edge.
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Photo - Detail of Grout Tube positioning and perpendicularity.
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Verify Lifters [+/-20mm, &<br>+/-5mm (across thickness)]
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Record lifter W.L.L.
- 3Tonne
- 7Tonne
- 8.5Tonne
- 10Tonne
- other
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Are the lifters the correct type and W.L.L?<br>(as required on shop drawing)
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Written Engineering approval required prior to making this change!
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Photo - Detail of Lifter positioning & reinforcement.
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Verify Cast in items [+/-3mm]
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Verify Rebates<br>(as required on shop drawing)<br>
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Verify Small Penetrations<br>(as required on shop drawing)
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Verify all openings the correct size, square and position/orientation?<br>(as required on shop drawing)<br>
Reinforcement
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Record the reinforcement mesh
- SL82
- SL92
- RL818
- SL81
- SL102
- other
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Has the correct reinforcement mesh been used?<br>(as required on shop/ reinforcement drawing)<br>
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Written Engineering approval required prior to making this change!
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Record the reinforcement/ perimeter bar.
- N12
- N16
- N20
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Has all reinforcement and perimeter bar been correctly placed with required overlap?<br>(as required on shop/ reinforcement drawing)
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Written Engineering approval required prior to making this change!
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Verify minimum concrete cover is achieved?<br>(as required on shop drawing)
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Photo - General arrangement of all Reinforcement.
Concrete
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Does the concrete mix satisfy the project requirements? (Strength&Slump)
HOLD POINT - Release
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The panel setup has been reviewed in accordance with the checks detailed within and any necessary corrections have been incorporated
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This panel is approve for concrete placement.
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Quarantine panel and raise NCR.
Record this reports Client/ Site description on the NCR
The NCR process shall then be used to implement corrective action. -
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