🔥 Hot Favourite Updates
Material & Lab Reports
Estimation & Calculators
Canal & Hydraulics
Structures & Concrete
Surveying Tools
Billing Engineer

Sand Gradation Report Genrator

Sand Sieve Analysis — IS 383:2016

Sand Sieve Analysis (IS 383:2016)

Tip: 500–1500 g is common in site tests.
# Sieve Size Weight retained (g) Cumulative weight retained (g) % retained Cumulative % retained % passing IS limit (passing)
110 mm
24.75 mm
32.36 mm
41.18 mm
5600 Micron
6300 Micron
7150 Micron
875 Micron
Fineness Modulus (FM):
Silt content (<75 µm):

About Sand Gradation (IS 383:2016)

IS 383:2016 classifies fine aggregates into four zones (I–IV) based on percentage passing through standard sieves. The selected zone, the sand type, and the fineness modulus (FM) together guide suitability for different concrete and plaster mixes.

Zone I — Coarse

Use: RCC, foundations, paver blocks, higher strength concrete. Helps reduce water demand and shrinkage.

Zone II — Medium

Use: General RCC, masonry, typical structural concrete. Balanced workability and strength.

Zone III — Medium–Fine

Use: Plastering, finishing, thin sections. Smooth finish but may need more cement.

Zone IV — Fine

Use: Very thin plaster, tiling beds, delicate finishes. Watch segregation and cement demand.

Sand Types & Silt Limits

  • Natural sand: allowable silt ≤ 3%
  • Crushed / M-sand: allowable silt ≤ 15%
  • Mixed sand: allowable silt ≤ 12%

Fineness Modulus (FM)

FM is the sum of cumulative percent retained on standard sieves (from 4.75 mm to 150 µm) divided by 100. Typical categories: Very Fine 1.6–2.0, Fine 2.0–2.4, Medium 2.4–2.8, Coarse 2.8–3.5.

Quick Test Procedure

  1. Dry and weigh the sample.
  2. Sieve through the standard set (10 mm → 75 µm).
  3. Record weight retained on each sieve (whole grams).
  4. Compute % retained, cumulative %, and % passing.
  5. Compare with the IS 383 zone limits and compute FM.

IS 383:2016 — Fine Aggregate Grading (Percentage Passing)

Sieve Zone I Zone II Zone III Zone IV
4.75 mm90–10090–10090–10090–100
2.36 mm60–9575–10085–10095–100
1.18 mm30–7055–9075–10090–100
600 µm15–3435–5960–7980–100
300 µm5–208–3012–4015–50
150 µm0–100–30–100–15

Note: 10 mm and 75 µm are included for completeness in testing; FM uses 4.75 mm to 150 µm cumulative % retained.

Sand Gradation Report Thumbnail

Post a Comment