Title Page

  • Site conducted

  • Inspection Date

  • Lot Number

  • Works Description

  • Concrete Core Fill Strength

  • Concrete Strength 20 MPa or above with 10mm Aggregate?

  • Concrete Core Fill Slump

  • Slump to be 225mm +/- 15mm

  • Concrete Qty

  • Pump Required

  • Water Added

  • How Much?

  • Correct Setout of Block Base - RPS Survey Pin Corners of Blockwork

  • Correct Blockwork Reinforcement as per Latest IFC Drawings

  • Correct Starter Bar Reinforcement - N16 Starters at 200mm Centres with 400mm Lap Length

  • Correct Vertical Bar Reinforcement - N16 Bar at 200mm Centres

  • Correct Vertical Bar Reinforcement (Perimeter Pier Blocks) - 4-N16 Bars with N10 LIGS at 200mm Centres

  • Correct Vertical Bar Reinforcement (Internal Pier Blocks) - 4-N12 Starter Bars with 400mm Lap Length, N12 Vertical Bar with N12 LIGS at 150mm Centres

  • Correct Horizontal Bar Reinforcement - N12 Bar at 600mm Maximum Centres

  • Correct Horizontal Bar Reinforcement (Top Bond Beam) - 2-N12 Bars Top & Bottom of Lintel Block with N10 LIGS at 200mm Centres

  • Correct Horizontal Bar Reinforcement (Lintels Top & Bottom) - 2-N12 Bars

  • HOLD POINT - PRE-POUR INSPECTION by STP Consultants

  • Inspector Name & Signature

  • Complete Concrete Pour Record Sheet

  • Take Photos of Concrete Dockets

ITP Sign OFF

  • ITP Sign Off - FERGUS BUILDERS

  • ITP Sign Off - STP CONSULTANTS

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