IS 1489 Part 1

: 1991

Portland-Pozzolana Cement - Part 1: Flyash Based - Specification

CurrentEssentialSpecificationMaterials Science · Concrete
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This standard specifies the physical and chemical requirements, manufacturing process, and testing for flyash-based Portland-Pozzolana Cement (PPC). It sets the acceptable range for flyash inclusion, setting times, soundness, and required compressive strength milestones to ensure long-term durability in concrete structures.

Specifies requirements for fly ash based Portland-Pozzolana Cement.

Quick Reference Values
fly ash content min15%
fly ash content max35%
fineness blaine min300 m2/kg
initial setting time min30 minutes
final setting time max600 minutes
compressive strength 3 days min16 MPa
compressive strength 7 days min22 MPa
compressive strength 28 days min33 MPa
Practical Notes
PPC develops early strength slower than Ordinary Portland Cement (OPC), so formwork removal might need to be delayed compared to OPC.
PPC has a lower heat of hydration, making it ideal for mass concrete works and minimizing thermal cracking.
Concrete made with PPC requires extended curing periods to fully leverage the secondary pozzolanic reactions for maximum durability and strength.