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IS 1489 Part 2 : 2013Portland Pozzolana Cement - Specification - Part 2: Calcined Clay Based

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CurrentSpecializedSpecificationMaterials Science · Flooring and Paving
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OverviewValues8InternationalTablesFAQ4Related

IS 1489:2013 Part 2 is the Indian Standard (BIS) for portland pozzolana cement - specification - part 2: calcined clay based. 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.

Overview

Status
Current
Usage level
Specialized
Domain
Materials Science — Flooring and Paving
Type
Specification
Earlier editions
IS 1489 Part 2:2015IS 1489 Part 2:1991
Typically used with
IS 1344IS 4031IS 4032IS 456IS 4905
Also on InfraLens for IS 1489
8Key values2Tables1Handbook topics4FAQs
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.
Frequently referenced clauses
Cl. 4ManufactureCl. 5Chemical RequirementsCl. 6Physical RequirementsCl. 9Packing and MarkingCl. 10Sampling
Pulled from IS 1489:2013. Browse the full clause & table index below in Tables & Referenced Sections.
cementportland pozzolana cementcalcined clayconcrete

International Equivalents

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Key Values8

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

Tables & Referenced Sections

Key Tables
Table 1 - Chemical Requirements
Table 2 - Physical Requirements
Key Clauses
Clause 4 - Manufacture
Clause 5 - Chemical Requirements
Clause 6 - Physical Requirements
Clause 9 - Packing and Marking
Clause 10 - Sampling

Related Resources on InfraLens

Cross-Referenced Codes
IS 1344:1981Masonry Cement - Specification
→
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...
→
IS 4905:1968Methods for Random Sampling
→
Handbook & Design Rules
Handbook Topics
📖Cement Types & Grades
→
🧮
Mix Design Calculator
IS 10262 · M20–M50

Frequently Asked Questions4

What is the minimum 28-day compressive strength for calcined clay PPC?+
33 MPa, as per Table 2 (Physical Requirements).
What are the setting time limits for this cement?+
The initial setting time must be at least 30 minutes, and the final setting time must not exceed 600 minutes.
What is the minimum fineness requirement?+
300 m²/kg when tested using the Blaine air permeability method.
Can calcined clay PPC be used for RCC structures?+
Yes, it is permitted for reinforced cement concrete works (per IS 456), but stripping time of formwork should be adjusted for its slower initial strength development.

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