PCC (Plain Cement Concrete) Technical Checklist
🏗️ PCC (Plain Cement Concrete) Technical Checklist
1. Pre-PCC Preparation (Groundwork)
Surface Compaction: Ensure the soil or boulder soling is compacted using a plate compactor or roller. No loose pockets should remain.
Dewatering: The excavation pit must be free of water. If the water table is high, continuous dewatering is mandatory during pouring.
Anti-Termite Treatment (ATT): If specified, the soil must be treated with chemicals before laying the PCC.
Level Pegs: Install wooden or steel level pegs at 2-meter intervals to ensure a uniform finished surface.
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2. Material & Mix Proportions
Mix Grade: Generally M5, M7.5, or M10 (e.g., $1:3:6$ or $1:4:8$) as per the structural drawings.
Water-Cement (W/C) Ratio: Maintain between 0.45 to 0.50. Excess water reduces strength and causes "bleeding" (water rising to the surface).
Aggregate Size: Usually 20mm to 40mm graded aggregates. Ensure they are free from dust and organic matter.
Admixtures: If the PCC is for a water-retaining structure, check for the addition of waterproofing compounds.
3. Execution & Pouring
Thickness Verification: Measure the depth at various points. Standard PCC thickness for footings usually ranges from 75mm to 150mm.
Shuttering/Side Forms: Side supports must be rigid and aligned. Use thin wooden planks or MS channels to prevent the slurry from spreading.
Discharge Height: Do not drop concrete from a height of more than 1.5 meters to avoid segregation.
Compaction: Use a hand rammer or a light plate compactor. For thicker PCC (>150mm), a needle vibrator can be used briefly.
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4. Post-Pouring & Curing
Surface Finish: The top surface should be rough enough to provide a good bond for the RCC footing but leveled according to the pegs.
Curing: Start curing after 6–10 hours of pouring. The surface should be kept moist for at least 7 days using gunny bags or ponding.
Protection: Ensure no foot traffic or heavy machinery moves over the PCC for at least 24 hours.
Summary Checklist Table
| Checkpoint | Requirement | QC Status (Pass/Fail) |
| Soil Compaction | Hard strata, no loose soil | |
| W/C Ratio | $0.5$ Max (Consistent paste) | |
| Thickness | As per drawing (Tol. $\pm 10\text{mm}$) | |
| Leveling | Check with Spirit Level/Auto-level | |
| Edge Shuttering | Secure and straight | |
| Curing Start | Within 10 hours |
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