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IS 1489 Part 1 : 2015Portland-Pozzolana Cement - Specification - Part 1: Fly Ash Based

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ASTM C595/C595M · EN 197-1 · AS 3972
CurrentEssentialSpecificationMaterials Science · Cement
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OverviewValues8InternationalTablesFAQ4RelatedQA/QCNew

IS 1489:2015 Part 1 is the Indian Standard (BIS) for portland-pozzolana cement - specification - part 1: fly ash based. This standard lays down the manufacturing, chemical, and physical requirements for fly ash-based Portland-Pozzolana Cement (PPC). It ensures that PPC achieves appropriate strength, fineness, and durability characteristics, promoting the use of fly ash as a supplementary cementitious material for sustainable construction.

Specifies requirements for portland-pozzolana cement (PPC) manufactured using fly ash as pozzolanic material.

Overview

Status
Current
Usage level
Essential
Domain
Materials Science — Cement
Type
Specification
Earlier editions
IS 1489 Part 1:2023IS 1489 Part 1:2013IS 1489 Part 1:1991
International equivalents
ASTM C595/C595M-21 · ASTM International (US)EN 197-1:2011 · CEN (European Committee for Standardization)AS 3972:2010 · Standards Australia (AU)CSA A3001-18 · CSA Group (Canada)
Typically used with
IS 269IS 4031IS 4032IS 456IS 4905
Also on InfraLens for IS 1489
8Key values2Tables1QA/QC templates1Handbook topics4FAQs
Practical Notes
! PPC develops strength slower than Ordinary Portland Cement (OPC) in the first few days, requiring longer curing periods.
! PPC is highly recommended for mass concrete and marine structures due to its lower heat of hydration and improved resistance to sulphate attack.
! The color of the cement can vary depending on the fly ash used, but color is not an indicator of cement quality.
Frequently referenced clauses
Cl. 4.1.2Fly Ash RequirementsCl. 6Chemical RequirementsCl. 7Physical RequirementsCl. 9StorageCl. 10Manufacturer's Certificate
Pulled from IS 1489:2015. Browse the full clause & table index below in Tables & Referenced Sections.
Portland Pozzolana CementPPCFly AshCementConcrete

International Equivalents

Similar International Standards
ASTM C595/C595M-21ASTM International (US)
HighCurrent
Standard Specification for Blended Hydraulic Cements
Specifies various types of blended cements, including Type IP (Portland-Pozzolan Cement), which is directly comparable.
EN 197-1:2011CEN (European Committee for Standardization)
HighCurrent
Cement - Part 1: Composition, specifications and conformity criteria for common cements
Defines pozzolanic cements (CEM II/A-P, CEM II/B-P, CEM IV/A, CEM IV/B) which include fly ash as a constituent.
AS 3972:2010Standards Australia (AU)
HighCurrent
General purpose and blended cements
Covers Type GB (General Blended) cement, which can be manufactured with fly ash as a mineral addition.
CSA A3001-18CSA Group (Canada)
MediumCurrent
Cementitious materials for use in concrete
Specifies blended hydraulic cements, including Type IP, but integrates requirements for all cementitious materials.
Key Differences
≠IS 1489 specifies a fixed range for fly ash content (15% to 35%), whereas ASTM C595 allows a broader range for pozzolan in Type IP cement, up to 40%.
≠For soundness testing, IS 1489 mandates both the Le Chatelier test (max 10 mm expansion) and the Autoclave test (max 0.8% expansion). ASTM C595 primarily relies on the Autoclave test and does not require the Le Chatelier method.
≠IS 1489 is prescriptive regarding fineness, requiring a minimum Blaine value of 320 m²/kg. In contrast, ASTM C595 is more performance-based for Type IP and does not specify a minimum fineness value, relying instead on strength and other performance metrics.
≠IS 1489 specifies minimum compressive strength at 3, 7, and 28 days without a formal grading system. EN 197-1, a common European equivalent, classifies cements into distinct strength classes (e.g., 32.5, 42.5, 52.5) with early strength indicators (N or R).
Key Similarities
≈Both IS 1489 and its international counterparts (like ASTM C595) are based on the principle of blending Portland cement clinker with a pozzolanic material (fly ash) to produce a hydraulic cement with enhanced properties.
≈Both IS 1489 and ASTM C595 use the Autoclave expansion test to determine the soundness of the cement, and both specify the exact same maximum permissible expansion limit of 0.8%.
≈The primary performance evaluation in both IS 1489 and ASTM C595 is based on the compressive strength of mortar specimens tested at specified ages (e.g., 7 and 28 days).
≈Both standards use the Vicat apparatus to determine the setting time of the cement and specify mandatory limits for both initial and final set to ensure adequate workability and hardening.
Parameter Comparison
ParameterIS ValueInternationalSource
Fly Ash Content by Mass15% to 35%Up to 40% (for Type IP)ASTM C595/C595M-21
28-day Compressive Strength (min)33.0 MPa28.0 MPa (for Type IP)ASTM C595/C595M-21
7-day Compressive Strength (min)22.0 MPa17.0 MPa (for Type IP)ASTM C595/C595M-21
Fineness (Blaine's Air Permeability)≥ 320 m²/kgNo limit specified for Type IP (performance-based)ASTM C595/C595M-21
Soundness (Autoclave Expansion, max)0.8%0.8%ASTM C595/C595M-21
Initial Setting Time (min)≥ 30 minutes≥ 45 minutesASTM C595/C595M-21
Final Setting Time (max)≤ 600 minutes≤ 420 minutesASTM C595/C595M-21
Drying Shrinkage (max)0.15%0.06% at 28 days (optional requirement)ASTM C595/C595M-21
⚠ Verify details from original standards before use

Key Values8

Quick Reference Values
fly ash content range15% to 35% by mass
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
fineness blaine min300 m²/kg
soundness le chatelier max10 mm

Tables & Referenced Sections

Key Tables
Table 1 - Chemical Requirements
Table 2 - Physical Requirements
Key Clauses
Clause 4.1.2 - Fly Ash Requirements
Clause 6 - Chemical Requirements
Clause 7 - Physical Requirements
Clause 9 - Storage
Clause 10 - Manufacturer's Certificate

Related Resources on InfraLens

Cross-Referenced Codes
IS 269:2015Ordinary Portland 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
→
Visual Maps
🗺️Sulphate Soil MapSulphate-resistant cement requirement zones
→
🧮
Mix Design Calculator
IS 10262 · M20–M50

Frequently Asked Questions4

What is the permissible fly ash content in PPC according to IS 1489 Part 1?+
The fly ash constituent shall not be less than 15 percent and not more than 35 percent by mass.
What is the minimum 28-day compressive strength of PPC?+
The minimum compressive strength at 28 days must be 33 MPa (Table 2).
What are the setting time limits for PPC?+
The initial setting time shall be minimum 30 minutes, and the final setting time shall be maximum 600 minutes.
Is PPC suitable for reinforced concrete works?+
Yes, PPC is widely used for RCC works, provided extended curing is done to accommodate its slower rate of initial strength gain.

QA/QC Inspection Templates

Code-Specific Templates for IS 1489
📊
Cement Material Test Certificate (MTC) Receipt Verification
test-report
Excel / PDF