IS 1489 Part 1

: 2023

Portland pozzolana cement - Part 1: Fly ash based - Specification

CurrentEssentialSpecificationMaterials Science · Green Building and Sustainability
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This standard covers the manufacture, physical, and chemical requirements for fly ash-based Portland pozzolana cement (PPC). It establishes the permissible limits for fly ash addition (15% to 35%) and details the necessary testing criteria to ensure strength, durability, and reduced heat of hydration for construction applications.

Specifies requirements for fly ash based Portland pozzolana cement, promoting use of industrial by-products in construction.

Quick Reference Values
minimum fly ash content15% by mass
maximum fly ash content35% by mass
initial setting timeNot less than 30 minutes
final setting timeNot more than 600 minutes
fineness blaineNot less than 300 m2/kg
compressive strength 3 daysNot less than 16 MPa
compressive strength 7 daysNot less than 22 MPa
compressive strength 28 daysNot less than 33 MPa
Practical Notes
PPC has a lower rate of heat of hydration compared to Ordinary Portland Cement (OPC), making it highly suitable for mass concrete work like dams and thick foundations.
PPC generally requires a slightly longer curing period than OPC to achieve its full strength potential due to the slower, secondary pozzolanic reaction.
PPC provides better resistance against aggressive chemicals (like sulphates and chlorides), making it excellent for marine structures and harsh environments.