IS 1489 Part 2

: 2013

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

CurrentSpecializedSpecificationMaterials Science · Flooring and Paving
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This standard specifies the manufacturing, chemical, and physical requirements for Portland Pozzolana Cement (PPC) formulated with calcined clay. It details the acceptable limits for various properties like compressive strength, setting times, and fineness to ensure suitability for structural applications and mass concrete works.

Specifies requirements for calcined clay based portland pozzolana cement for general construction purposes.

Quick Reference Values
Minimum Fineness (Blaine's method)300 m²/kg
Initial Setting Time (Minimum)30 minutes
Final Setting Time (Maximum)600 minutes
Compressive Strength at 3 days (Minimum)16 MPa
Compressive Strength at 7 days (Minimum)22 MPa
Compressive Strength at 28 days (Minimum)33 MPa
Maximum Magnesia (MgO) content6.0 percent
Maximum Sulphuric Anhydride (SO3)3.0 percent
Practical Notes
PPC (Calcined Clay) is ideal for mass concrete and marine structures due to its low heat of hydration and high resistance to sulfate attack.
Curing time must generally be extended compared to Ordinary Portland Cement (OPC) because PPC gains strength more slowly in the initial days.
Ensure proper packaging (usually 50 kg bags) and store in a dry place, as pozzolanic cements are highly sensitive to moisture degradation over time.