CODE REFERENCE

IS 10262 — Concrete Mix Design

Concrete mix proportioning guidelines

Also calledis 10262is10262is-10262mix design code
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Definition

IS 10262:2019 — 'Concrete Mix Proportioning - Guidelines' is the Indian standard for concrete mix design. The current edition (2019) replaced IS 10262:2009 with major updates: explicit provisions for SCC, high-performance concrete, fly-ash and slag mixes, pumpable concrete, and updated tables for cement and aggregate proportions. Used for all formal mix design in Indian construction; cross-referenced by IS 456:2000 + IS 1343:2012.

IS 10262:2019 mix design procedure: (1) Target mean strength fck′ = fck + 1.65 × σ, where σ is standard deviation expected at site (Table 8 — typically 4 MPa for good QC). For M25: target ≈ 31.6 MPa. (2) Water-cement ratio from strength-vs-w/c chart (Cl. 5.3); typically 0.45-0.50 for M25. (3) Water content from Table 4 (186 kg/m³ for 20 mm aggregate, slump 50 mm). (4) Cement content = water ÷ w/c; checked against minimum for exposure (IS 456 Table 5). (5) Aggregate proportions from Table 5 of IS 10262 based on fineness modulus of sand and maximum aggregate size. (6) Trial mix — minimum 3 batches at design w/c, ±0.05; workability and 28-day strength verified. (7) Final mix when target strength + workability + durability all satisfied.

Key 2019 changes from 2009: (a) Self-compacting concrete (SCC) provisions — slump-flow target 550-750 mm; V-funnel time 8-15 sec. (b) High-performance concrete (HSC) — provisions for M60+ with silica fume and GGBS. (c) Pumpable concrete — slump 100-150 mm, smaller aggregate (12-16 mm), higher fines. (d) Fly-ash and slag replacement — explicit guidance for 25-50% replacement levels. (e) Updated standard deviation table reflecting modern Indian QC practice. The most-overlooked aspect of IS 10262 mix design: trial mix verification. The standard mandates 3 trial batches at the design w/c plus ±0.05 — but many Indian projects skip this. Without trial mixes, the actual delivered concrete may not match design, causing strength failures or workability issues. Trial mixes cost ₹50,000-150,000 per project but prevent millions in remediation cost.

Where used
  • All concrete mix design in India (RCC, PSC, precast)
  • RMC plant pre-qualification and ongoing production
  • Aggregate or cement source change — re-design mandatory
  • Special concrete — SCC, high-strength, pumpable
  • Mass concrete with low heat of hydration
Acceptance / threshold
Per IS 10262:2019 + IS 456:2000 Cl. 16: trial batches at 3 w/c values; 28-day cube strength ≥ target mean; workability ±25 mm of design; durability tests (RCPT, water absorption) for exposure category. Mix design report approved by structural engineer.
Site example
Site reality: a Bengaluru high-rise project required M50 concrete with PCE superplasticiser at the column zones (floors 1-15). The contractor's first trial mix at 0.40 w/c achieved 47 MPa average — below target 51.6 MPa. Second trial at 0.38 w/c: 53 MPa average; passed. Third trial at 0.36 w/c: 59 MPa average; over-design. Engineer accepted 0.38 as production w/c. Trial mix verification took 4 weeks but ensured production mix was reliable — without trial, the first 0.40 mix would have failed acceptance and required project-wide remediation.
Frequently asked
What is IS 10262?
IS 10262:2019 — 'Concrete Mix Proportioning - Guidelines' is the Indian standard for concrete mix design. Specifies the procedure: target mean strength → w/c selection → water content → cement content → aggregate proportions → trial batches. Used for all formal mix design in Indian construction; cross-referenced by IS 456:2000 + IS 1343:2012.
How is concrete mix design done as per IS 10262?
Eight steps: (1) target mean strength = fck + 1.65σ; (2) select w/c from strength chart; (3) water content from Table 4; (4) cement = water ÷ w/c; (5) aggregate proportions from Table 5; (6) trial batches at 3 w/c values; (7) cube test at 28 days; (8) finalise design at the mix that meets target strength + workability + durability. Always do trial mixes; production mix without trial is non-compliant.
What is the difference between IS 10262:2009 and IS 10262:2019?
Major 2019 changes: (1) Self-compacting concrete (SCC) provisions added; (2) High-performance concrete (HSC, M60+) explicit guidance; (3) Pumpable concrete with smaller aggregate; (4) Fly-ash and slag replacement up to 50% explicit guidance; (5) Updated standard deviation table reflecting modern Indian QC; (6) Cleaner aggregate requirement provisions. The 2019 edition is more comprehensive for modern Indian construction practices (SCC, HSC, pumpable).
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