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IS 12269 : 2015Ordinary Portland Cement, 53 Grade - Specification

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EN 197-1 · ASTM C150 / C150M · BS EN 197-1
CurrentEssentialSpecificationBIMMaterials Science · Concrete
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OverviewValues8InternationalTablesFAQ4Related

IS 12269:2015 is the Indian Standard (BIS) for ordinary portland cement, 53 grade - specification. This standard specifies the manufacturing, chemical, and physical requirements for 53 Grade Ordinary Portland Cement (OPC). It is used in applications requiring high early and final strength, such as pre-stressed concrete, high-rise buildings, and infrastructure projects. The standard also covers provisions for packing, marking, and testing to ensure quality.

Specifies requirements for 53 Grade Ordinary Portland Cement.

Quick Reference — Top IS 12269:2015 Values

Key physical and chemical requirements, strength criteria, setting times, and storage limits for 53 Grade Ordinary Portland Cement.

✓ Verified 2026-04-27
ReferenceValueClause
Min Compressive Strength (3 days)— On standard mortar cubes.27 MPaCl. 6.1 (Table 2)
Min Compressive Strength (7 days)— On standard mortar cubes.37 MPaCl. 6.1 (Table 2)
Min Compressive Strength (28 days)— On standard mortar cubes.53 MPaCl. 6.1 (Table 2)
Initial Setting Time≥ 30 minutesCl. 6.1 (Table 2)
Final Setting Time≤ 600 minutesCl. 6.1 (Table 2)
Fineness (Specific Surface)— By Blaine's air permeability method.≥ 225 m²/kgCl. 6.1 (Table 2)
Soundness (Le Chatelier)— Un-aerated cement paste expansion.≤ 10 mmCl. 6.1 (Table 2)
Soundness (Autoclave)— Un-aerated cement paste expansion.≤ 0.8 %Cl. 6.1 (Table 2)
Loss on Ignition (LOI)≤ 4.0 %Cl. 5.1 (Table 1)
Insoluble Residue≤ 4.0 %Cl. 5.1 (Table 1)
Magnesia Content (MgO)≤ 6.0 %Cl. 5.1 (Table 1)
Total Sulphur Content (as SO₃)— When C₃A > 5%; limit is 3.0% if C₃A ≤ 5%.≤ 3.5 %Cl. 5.1 (Table 1)
Max Chloride Content≤ 0.1 %Cl. 5.1 (Table 1)
Max Chloride Content (Prestressed)— For use in prestressed concrete & certain RCC.≤ 0.05 %Cl. 5.1 (Table 1, Note 4)
Total Alkali Content (Na₂O eq.)— Optional requirement, to be specified by purchaser.≤ 0.6 %Cl. 5.1 (Table 1)
Standard Bag Weight— Other smaller sizes (25kg, 10kg, etc.) also permitted.50 kgCl. 7.1.1
Bag Weight Tolerance (50 kg)± 2.5 %Cl. 7.2
Max Storage Stack Height— To prevent lumping under pressure.10 bagsCl. 8.1
Min Storage Aisle Width— Clear space around stacks for inspection/handling.600 mmCl. 8.1
Recommended Shelf Life— From date of packing; strength may reduce with time.3 monthsCl. 9.1 (k)
⚠ Verify against the latest BIS/IRC publication and project specifications. Amendment Slips may modify values.

Overview

Status
Current
Usage level
Essential
Domain
Materials Science — Concrete
Type
Specification
Amendments
Amendment 1 (August 2014); Amendment 2 (December 2015); Amendment 3 (May 2016); Amendment 4 (February 2019)…
Earlier editions
IS 12269:2013IS 12269:1987
International equivalents
EN 197-1:2011 · CEN (European Committee for Standardization)ASTM C150 / C150M-22 · ASTM International (US)BS EN 197-1:2011 · BSI (UK)AS 3972-2010 · Standards Australia (Australia)
Typically used with
IS 4031IS 4032IS 269IS 8112IS 1489
Also on InfraLens for IS 12269
8Key values2Tables4FAQs

BIM-relevant code. See the BIM Hub for ISO 19650, IFC, and LOD/LOIN frameworks used alongside it.

Practical Notes
! 53 Grade OPC has a higher heat of hydration compared to 43 or 33 Grade, which requires careful management in mass concrete pours to avoid thermal cracking.
! Due to its high early strength, formwork can often be removed sooner, but it's generally not recommended for plastering or masonry work as it may cause shrinkage cracks.
! Always check the manufacturing date on the bag; cement older than three months should be retested for strength before use as per IS guidelines.
Frequently referenced clauses
Cl. 5Chemical RequirementsCl. 6Physical RequirementsCl. 8StorageCl. 9Marking and Packing
Pulled from IS 12269:2015. Browse the full clause & table index below in Tables & Referenced Sections.
Updates & Amendments5 amendments
Amendment 1 (August 2014)
Amendment 2 (December 2015)
Amendment 3 (May 2016)
Amendment 4 (February 2019)
Amendment 5 (September 2019)
Consolidated list per BIS. For the text of each amendment, refer to the BIS portal link above.
cementordinary portland cementOPCOPC 53concrete

International Equivalents

Similar International Standards
EN 197-1:2011CEN (European Committee for Standardization)
HighCurrent
Cement - Part 1: Composition, specifications and conformity criteria for common cements
Specifies high-strength Portland cement as class CEM I 52,5 N/R, which is a direct strength analogue.
ASTM C150 / C150M-22ASTM International (US)
HighCurrent
Standard Specification for Portland Cement
Defines Type III Portland cement for 'High Early Strength', which has similar performance goals to IS 53 Grade.
BS EN 197-1:2011BSI (UK)
HighCurrent
Cement - Part 1: Composition, specifications and conformity criteria for common cements
The British adoption of the European standard, specifying CEM I 52,5 N/R as the equivalent high-strength class.
AS 3972-2010Standards Australia (Australia)
MediumCurrent
General purpose and blended cements
Specifies Type HE (High Early Strength) cement, which is a performance equivalent for high-strength applications.
Key Differences
≠IS 12269 is named '53 Grade' directly indicating its minimum 28-day compressive strength of 53 MPa. The most common international equivalent, EN 197-1, uses a strength class system '52,5' which denotes a minimum 28-day strength of 52.5 MPa and includes variants for early strength development (N for Normal, R for Rapid).
≠IS 12269 mandates a minimum fineness (specific surface area) of 225 m²/kg. In contrast, EN 197-1 does not specify a minimum fineness value for CEM I 52,5, leaving it as a manufacturer-controlled parameter to achieve the required performance.
≠The limit for magnesia (MgO) content is stricter in the European standard. EN 197-1 specifies a maximum of 5.0% MgO, whereas IS 12269 allows a higher maximum of 6.0%.
≠IS 12269 specifies a maximum final setting time of 600 minutes. EN 197-1 does not specify a limit for final setting time, as it is considered to be implicitly controlled by the achievement of early strength requirements.
Key Similarities
≈The primary performance criterion in both IS 12269 and its international equivalents (like EN 197-1) is the 28-day compressive strength. IS 12269 requires ≥ 53 MPa, while EN 197-1 Class 52,5 requires ≥ 52.5 MPa, making them functionally identical for design purposes.
≈Both IS 12269 and EN 197-1 for CEM I (Ordinary Portland Cement) specify that the cement must be composed of at least 95% Portland cement clinker, allowing for up to 5% minor additional constituents.
≈Both standards mandate the Le Chatelier test for soundness to ensure long-term volume stability of the hardened cement. Both IS 12269 and EN 197-1 specify an identical maximum expansion limit of 10 mm.
≈The minimum initial setting time requirements are similar and serve the same purpose of ensuring adequate time for placing and finishing concrete. IS 12269 specifies ≥ 30 minutes, while EN 197-1 (Class 52,5) specifies ≥ 45 minutes.
Parameter Comparison
ParameterIS ValueInternationalSource
Min. 28-day Compressive Strength≥ 53 MPa≥ 52.5 MPaEN 197-1 (Class 52,5)
Min. 3-day Compressive Strength≥ 27 MPa≥ 24.0 MPaASTM C150 (Type III)
Min. 7-day Compressive Strength≥ 37 MPaNot a normative requirement for classificationEN 197-1 (Class 52,5)
Min. Initial Setting Time≥ 30 minutes≥ 45 minutesEN 197-1 (Class 52,5)
Max. Final Setting Time≤ 600 minutesNot specifiedEN 197-1
Soundness (Le Chatelier Expansion)≤ 10 mm≤ 10 mmEN 197-1
Max. Magnesia (MgO) Content≤ 6.0%≤ 5.0%EN 197-1
Max. Insoluble Residue≤ 2.0%≤ 5.0%EN 197-1
⚠ Verify details from original standards before use

Key Values8

Quick Reference Values
Minimum 3-day compressive strength27 MPa
Minimum 7-day compressive strength37 MPa
Minimum 28-day compressive strength53 MPa
Minimum initial setting time30 minutes
Maximum final setting time600 minutes
Maximum loss on ignition4.0 %
Maximum expansion (Le Chatelier)10 mm
Minimum fineness (Blaine's)225 m²/kg

Tables & Referenced Sections

Key Tables
Table 1 - Chemical Requirements for Ordinary Portland Cement, 53 Grade
Table 2 - Physical Requirements for Ordinary Portland Cement, 53 Grade
Key Clauses
Clause 5 - Chemical Requirements
Clause 6 - Physical Requirements
Clause 8 - Storage
Clause 9 - Marking and Packing

Related Resources on InfraLens

Cross-Referenced Codes
IS 4031:1996Methods of Physical Tests for Hydraulic Cemen...
→
IS 4032:1985Methods of Chemical Analysis of Hydraulic Cem...
→
IS 269:2015Ordinary Portland Cement - Specification
→
IS 8112:1989Ordinary Portland Cement, 43 Grade - Specific...
→
IS 1489:2015Portland-Pozzolana Cement - Specification - P...
→
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Frequently Asked Questions4

What is the minimum required compressive strength at 28 days for 53 Grade cement?+
The minimum strength is 53 MPa (megapascals), as per Table 2.
What is the permissible initial and final setting time?+
The minimum initial setting time is 30 minutes, and the maximum final setting time is 600 minutes (10 hours) as per Table 2.
What does '53' in '53 Grade' signify?+
It signifies the minimum characteristic compressive strength of the cement mortar cubes (in MPa) after 28 days of curing.
Is this cement suitable for all general construction?+
No, it is primarily for high-strength concrete. For general purposes like plastering or low-strength concrete, using PPC (IS 1489) or OPC 43 (IS 8112) is often more appropriate and economical.

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