IS 1489 Part 2

: 1991

Portland-Pozzolana Cement - Part 2: Calcined Clay Based - Specification

CurrentFrequently UsedSpecificationMaterials Science · Concrete
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Specifies the chemical, physical, and manufacturing requirements for Portland-Pozzolana Cement (PPC) manufactured using calcined clay. It details the acceptable limits for setting time, compressive strength, fineness, and chemical composition to ensure suitability for general construction, marine works, and mass concreting.

Specifies requirements for calcined clay based Portland-Pozzolana Cement.

Quick Reference Values
Pozzolana (calcined clay) content limit10% to 25% by mass
Minimum fineness (Blaine's air permeability)300 m²/kg
Minimum initial setting time30 minutes
Maximum final setting time600 minutes
Minimum 3-day compressive strength16 MPa
Minimum 7-day compressive strength22 MPa
Minimum 28-day compressive strength33 MPa
Maximum Magnesia (MgO) content6.0%
Maximum Sulphuric anhydride (SO3)3.0%
Practical Notes
Ensure accurate differentiation between Part 1 (Fly Ash based) and Part 2 (Calcined Clay based) when procuring PPC.
PPC has a lower heat of hydration and better sulphate resistance compared to Ordinary Portland Cement (OPC), making it highly recommended for mass concrete structures like dams and marine environments.
Because PPC gains strength more slowly initially than OPC, formwork stripping times may need to be extended and strict curing regimes must be followed.