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IS 1489 Part 1 : 1991Portland-Pozzolana Cement - Part 1: Flyash Based - Specification

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CurrentEssentialSpecificationMaterials Science · Concrete
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OverviewValues8InternationalTablesFAQ3Related

IS 1489:1991 Part 1 is the Indian Standard (BIS) for portland-pozzolana cement - part 1: flyash based - specification. 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.

Overview

Status
Current
Usage level
Essential
Domain
Materials Science — Concrete
Type
Specification
Amendments
Amendment 1; Amendment 2; Amendment 3; Amendment 4
Earlier editions
IS 1489 Part 1:2023IS 1489 Part 1:2015IS 1489 Part 1:2013
Typically used with
IS 269IS 3812IS 4031IS 4032IS 456
Also on InfraLens for IS 1489
8Key values2Tables1Handbook topics3FAQs
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.
Frequently referenced clauses
Cl. 4Raw MaterialsCl. 6Physical RequirementsCl. 7Chemical RequirementsCl. 9Packing and Marking
Pulled from IS 1489:1991. Browse the full clause & table index below in Tables & Referenced Sections.
Updates & Amendments4 amendments
Amendment 1
Amendment 2
Amendment 3
Amendment 4
Consolidated list per BIS. For the text of each amendment, refer to the BIS portal link above.
cementportland pozzolana cementflyashconcrete

International Equivalents

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Key Values8

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

Tables & Referenced Sections

Key Tables
Table 1 - Chemical Requirements
Table 2 - Physical Requirements
Key Clauses
Clause 4 - Raw Materials
Clause 6 - Physical Requirements
Clause 7 - Chemical Requirements
Clause 9 - Packing and Marking

Related Resources on InfraLens

Cross-Referenced Codes
IS 269:2015Ordinary Portland Cement - Specification
→
IS 3812:2013Pulverized Fuel Ash - Specification - Part 1:...
→
IS 4031:1996Methods of Physical Tests for Hydraulic Cemen...
→
IS 4032:1985Methods of Chemical Analysis of Hydraulic Cem...
→
IS 456:2000Plain and Reinforced Concrete - Code of Pract...
→
Handbook & Design Rules
Handbook Topics
📖Cement Types & Grades
→
🧮
Mix Design Calculator
IS 10262 · M20–M50

Frequently Asked Questions3

What is the permissible percentage of fly ash in PPC?+
According to the standard, the fly ash content must be between 15% and 35% by mass of the Portland-Pozzolana Cement.
What is the minimum initial setting time for fly ash based PPC?+
The minimum initial setting time is 30 minutes, which is identical to standard OPC.
What is the minimum required compressive strength at 28 days?+
The minimum 28-day compressive strength requirement is 33 MPa.

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