What is the slump of pumped concrete used in heavily reinforced section if the degree of workability is medium as per IS 456-2000?

What is the slump of pumped concrete used in heavily reinforced section if the degree of workability is medium as per IS 456-2000?

A. 10 – 25 mm
B. 100 – 150 mm
C. 25 – 50 mm
D. 50 – 100 mm
Correct Answer: D. 50 – 100 mm

📚 Detailed Explanation: Slump for Pumped Concrete (Heavily Reinforced)

Why D (50–100 mm) is correct: IS 456:2000 specifies the same slump range (50–100 mm) for both hand-placed and pumped medium-workability concrete in heavily reinforced sections. Pumped concrete requires this minimum workability to flow through the pump pipeline and still settle around reinforcement bars. Option B (100–150 mm) applies to high workability (tremie/very thin sections). Options A and C are too stiff for heavily reinforced sections.

IS 456 Slump vs. Placement Method

Application Method Slump (mm)
Pavements Hand/Machine 25–75
Normal RCC (beams, slabs, columns) Hand 50–100
Heavily reinforced sections Pumped 50–100
Tremie / Very thin walls Tremie 100–150
  • Medium workability = 50–100 mm slump for heavily reinforced sections regardless of pumped or hand placement.
  • Pumping requires a minimum slump of about 75 mm to avoid blockages in pump lines.

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