IS 1489 Part 1

: 2013

Portland Pozzolana Cement - Specification - Part 1: Fly Ash Based

CurrentEssentialSpecificationMaterials Science · Flooring and Paving
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This standard specifies the manufacturing, chemical, and physical requirements for fly ash-based Portland Pozzolana Cement (PPC). It sets quality limits for ingredients, strength development, setting times, and durability to ensure reliable performance in construction.

Specifies requirements for fly ash based portland pozzolana cement for general construction purposes.

Quick Reference Values
Fly ash content range15% to 35% by mass
Minimum initial setting time30 minutes
Maximum final setting time600 minutes
Minimum fineness (Blaine specific surface)300 m²/kg
Minimum compressive strength at 3 days16 MPa
Minimum compressive strength at 7 days22 MPa
Minimum compressive strength at 28 days33 MPa
Maximum magnesia (MgO) content6.0%
Practical Notes
PPC gains strength slower than OPC in the initial days but achieves similar or higher ultimate strength at 90 days due to secondary pozzolanic reactions.
Extended and continuous curing is highly critical for PPC compared to OPC to prevent surface cracking and ensure full pozzolanic action.
Highly recommended for mass concreting and marine environments due to its lower heat of hydration and superior resistance to sulphate attack.