Theory: Fineness Modulus (FM)
Fineness Modulus (FM) is an empirical index that represents the average size of particles in a fine aggregate. It is obtained from sieve analysis and provides a single numerical value to assess whether sand is fine, medium, or coarse.
FM does not represent any specific sieve size; instead, it is a grading index useful for comparing aggregates and controlling consistency of concrete mixes.
🔹 Standard Sieve Series Used
As per Indian practice, FM of fine aggregate is calculated using the following sieves:
- 4.75 mm (No. 4)
- 2.36 mm (No. 8)
- 1.18 mm (No. 16)
- 0.600 mm (No. 30)
- 0.300 mm (No. 50)
- 0.150 mm (No. 100)
Material passing 0.150 mm (pan) is excluded from FM calculation.
🔹 Formula for Fineness Modulus
FM = (Sum of cumulative % retained on standard sieves) ÷ 100
🔹 Significance of Fineness Modulus
- Controls workability of concrete
- Influences cement and water demand
- Helps maintain uniformity of sand supply
- Used in mix proportioning as per IS method
🔹 Typical FM Ranges for Fine Aggregate
| FM Range | Sand Classification | Engineering Use |
|---|---|---|
| < 2.2 | Very Fine | Plaster, high water demand |
| 2.2 – 2.6 | Fine | Mortar, controlled concrete |
| 2.6 – 3.0 | Medium | Most RCC works (preferred) |
| > 3.0 | Coarse | Lean concrete, high strength mixes |
🔹 Relevant Indian Standards
- IS 2386 (Part 1): Methods of test for aggregates – Sieve analysis
- IS 383: Specification for coarse and fine aggregates
- IS 456: Plain and reinforced concrete – Code of practice
- IS 10262: Concrete mix proportioning – Guidelines
Note: Fineness Modulus should always be used together with grading curves, zone classification, and silt content to ensure durable and workable concrete.
Fineness Modulus (FM) Calculator
| Sieve (mm) | Weight retained (g) | % Retained | Cumulative % Retained |
|---|
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