IS 2386 Part 3

: 1963

Methods of Test for Aggregates for Concrete - Part 3: Specific Gravity, Density, Voids, Absorption and Bulking

CurrentEssentialTesting MethodMaterials Science · Concrete
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This standard specifies the methods for determining the specific gravity, apparent specific gravity, water absorption, bulk density, voids, and bulking of fine and coarse aggregates to evaluate their suitability for concrete mixes.

Covers methods for determining specific gravity, bulk density, voids, water absorption, and bulking of fine aggregates.

Quick Reference Values
Oven drying temperature100 to 110 °C
Soaking time for absorption test24 ± 0.5 hours
Standard testing temperature27 ± 2 °C
Tamping rod dimensions16 mm diameter, 600 mm long, rounded at one end
Key Formulas
Specific Gravity = A / (A - B) (where A = weight of oven-dried sample in air, B = weight of SSD sample in water)
Water Absorption (%) = 100 * (C - A) / A (where C = weight of SSD sample in air)
Percentage of Voids = 100 * (Gs - (Bulk Density / 1000)) / Gs
Bulking (%) = 100 * (V1 - V2) / V2 (where V1 = volume of wet sand, V2 = volume of inundated/dry sand)
Practical Notes
Accurate determination of water absorption is crucial for concrete mix design (IS 10262) to calculate the free water-cement ratio correctly.
When using volume batching on site, ignoring the bulking of sand can lead to under-sanded, harsh concrete mixes and yield issues.
Achieving the exact Saturated Surface Dry (SSD) condition for fine aggregates requires careful drying with warm air and checking with a slump cone test.