Title Page
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Site conducted
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Inspection Date
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Lot Number
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Works Description
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Concrete Core Fill Strength
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Concrete Strength 20 MPa or above with 10mm Aggregate?
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Concrete Core Fill Slump
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Slump to be 225mm +/- 15mm
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Concrete Qty
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Pump Required
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Water Added
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How Much?
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Correct Setout of Block Base - RPS Survey Pin Corners of Blockwork
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Correct Blockwork Reinforcement as per Latest IFC Drawings
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Correct Starter Bar Reinforcement - N16 Starters at 200mm Centres with 400mm Lap Length
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Correct Vertical Bar Reinforcement - N16 Bar at 200mm Centres
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Correct Vertical Bar Reinforcement (Perimeter Pier Blocks) - 4-N16 Bars with N10 LIGS at 200mm Centres
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Correct Vertical Bar Reinforcement (Internal Pier Blocks) - 4-N12 Starter Bars with 400mm Lap Length, N12 Vertical Bar with N12 LIGS at 150mm Centres
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Correct Horizontal Bar Reinforcement - N12 Bar at 600mm Maximum Centres
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Correct Horizontal Bar Reinforcement (Top Bond Beam) - 2-N12 Bars Top & Bottom of Lintel Block with N10 LIGS at 200mm Centres
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Correct Horizontal Bar Reinforcement (Lintels Top & Bottom) - 2-N12 Bars
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HOLD POINT - PRE-POUR INSPECTION by STP Consultants
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Inspector Name & Signature
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Complete Concrete Pour Record Sheet
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Take Photos of Concrete Dockets
ITP Sign OFF
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ITP Sign Off - FERGUS BUILDERS
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ITP Sign Off - STP CONSULTANTS