IS 8112 (1989) specifies the requirements for Ordinary Portland Cement (OPC) of 43 grade, covering its manufacture, chemical composition, physical properties, packaging, and marking. It applies to manufacturers, suppliers, and purchasers involved in producing and using 43 grade OPC for construction, ensuring consistent quality and performance in concrete and related applications.
Overview
IS 8112 (1989) specifies the requirements for Ordinary Portland Cement (OPC) of 43 grade, covering its manufacture, chemical composition, physical properties, packaging, and marking. It applies to manufacturers, suppliers, and purchasers involved in producing and using 43 grade OPC for construction, ensuring consistent quality and performance in concrete and related applications.
Audience
Contents
Structure
IS 8112: Scope - Key Chemical & Physical Specifications for OPC 43 Grade
| Characteristic | Requirement |
|---|---|
| Ratio of CaO - 0.7 SO3 to (2.8 SiO2 + 1.2 Al2O3 + 0.65 Fe2O3) | 0.66 to 1.02 |
| Ratio of Alumina (Al2O3) to Iron Oxide (Fe2O3) | Minimum 0.66 |
| Insoluble residue (max) | 4.0% by mass |
| Magnesia (MgO) (max) | 6.0% by mass |
| Loss on Ignition (max) | 5.0% by mass |
| Chloride content (max) | 0.1% by mass |
| Alkali content (max, for prestressed structures) | 0.05% by mass |
(All oxides % by mass excluding insoluble residue)
flowchart LR
A[Chemical Composition] --> B[CaO, SiO2, Al2O3, Fe2O3, SO3]
B --> C[Calculate C3A and C3S]
A --> D[Check Ratios & Limits]
D --> E[Quality Compliance]
E --> F[Manufacturer's Certificate]
This summary covers the scope of IS 8112 for OPC 43 grade cement's chemical and physical requirements.
| Characteristic | Requirement |
|---|---|
| Lime ratio (CaO - 0.7 SO3) / (2.8 SiO2 + 1.2 Al2O3 + 0.65 Fe2O3) | 0.66 - 1.02 |
| Alumina to Iron Oxide ratio (Al2O3 / Fe2O3) | Min 0.66 |
| Insoluble residue | Max 4.0% |
| Magnesia (MgO) | Max 6.0% |
| Loss on ignition | Max 5.0% |
| Chloride content | Max 0.1% |
| Alkali content (for prestressed structures) | Max 0.05% |
(All percentages by mass of total cement, excluding insoluble residue)
| Batch Size | Sample Size |
|---|---|
| 100-150 | 20 bags |
| 151-280 | 32 bags |
| 281-500 | 50 bags |
| 501-1200 | 80 bags |
| 1201-3200 | 125 bags |
| >3200 | 200 bags |
IS 8112: Definitions - Key Formulas, Tables & Specifications
| Characteristic | Requirement |
|---|---|
| Lime ratio: ( \frac{CaO - 0.7 SO_3}{2.8 SiO_2 + 1.2 Al_2O_3 + 0.65 Fe_2O_3} ) | 0.66 - 1.02 |
| Alumina to iron oxide ratio | Min 0.66 |
| Insoluble residue | Max 4.0% by mass |
| Magnesia (MgO) | Max 6.0% by mass |
| Loss on ignition | Max 5.0% by mass |
| Chloride content | Max 0.1% by mass |
| Alkali content | Max 0.05% (for prestressed structures) |
Tricalcium Aluminate (C3A):
[
C_3A = 2.65 (Al_2O_3) - 1.69 (Fe_2O_3)
]
Tricalcium Silicate (C3S):
[
C_3S = 4.07 (CaO) - 7.60 (SiO_2) - 6.72 (Al_2O_3) - 1.43 (Fe_2O_3) - 2.85 (SO_3)
]
Note: Oxide percentages exclude insoluble residue.
This summary captures essential definitions and chemical/physical requirements for Ordinary Portland Cement, 43 Grade, per IS 8112.
IS 8112: Manufacture and Composition of OPC 43 Grade
| Characteristic | Requirement |
|---|---|
| Ratio of CaO - 0.7 SO3 to (2.8 SiO2 + 1.2 Al2O3 + 0.65 Fe2O3) | 0.66 – 1.02 |
| Ratio of Alumina (Al2O3) to Iron Oxide (Fe2O3), Min | 0.66 |
| Insoluble Residue, % by mass, Max | 4.0% |
| Magnesia (MgO), % by mass, Max | 6.0% |
| Loss on Ignition, % by mass, Max | 5.0% |
| Chloride Content, % by mass, Max | 0.1% |
| Alkali Content (Na2O equivalent), Max | 0.05% (for prestressed concrete) |
This ensures cement quality and durability, especially for prestressed concrete applications.
IS 8112: Chemical Requirements for Ordinary Portland Cement (43 Grade)
| Characteristic | Requirement |
|---|---|
| Lime Ratio (CaO - 0.7 SO₃) / (2.8 SiO₂ + 1.2 Al₂O₃ + 0.65 Fe₂O₃) | 0.66 to 1.02 |
| Alumina to Iron Oxide Ratio (Al₂O₃ / Fe₂O₃) | Minimum 0.66 |
| Insoluble Residue | Max 4.0% by mass |
| Magnesia (MgO) | Max 6.0% by mass |
| Loss on Ignition (LOI) | Max 5.0% by mass |
| Chloride Content | Max 0.1% by mass |
| Alkali Content | Max 0.05% (for prestressed structures) |
[ \text{Lime Ratio} = \frac{\text{CaO} - 0.7 \times \text{SO}_3}{2.8 \times \text{SiO}_2 + 1.2 \times \text{Al}_2\text{O}_3 + 0.65 \times \text{Fe}_2\text{O}_3} ]
| Improver | Max % Addition | IS Code Reference |
|---|---|---|
| Fly ash | 5% | IS 3812 (Part 1) |
| Granulated slag | 5% | IS 12089 |
| Silica fume | 5% | IS 15388 |
| Limestone | 5% | IS 1760 (Part 3) |
| Rice husk ash | 5% | IS 3812 (Part 1), IS 1727 |
| Metakaolin | 5% | IS 1727, IS 4032 |
This
| Characteristic | Requirement | Test Method (IS 4031 Part) |
|---|---|---|
| Fineness | Min 225 m²/kg (370 m²/kg for 43-S) | Part 2 |
| Soundness | Le Chatelier max 10 mm | Part 3 |
| Autoclave max 0.8% | ||
| Setting Time | Initial min 30 min (60 min for 43-S) | Part 5 |
| Final max 600 min | ||
| Compressive Strength | 72h min 23 MPa | Part 6 |
| 168h min 33 MPa (37.5 MPa for 43-S) | ||
| 672h min 43 MPa, max 58 MPa |
Lime ratio:
[
\frac{CaO - 0.7 SO_3}{2.8 SiO_2 + 1.2 Al_2O_3 + 0.65 Fe_2O_3} = 0.66 \text{ to } 1.02
]
Alumina to iron oxide ratio, min = 0.66
Insoluble residue ≤ 4%
Magnesia ≤ 6%
Loss on ignition ≤ 5%
Chloride content ≤ 0.1%
Alkali content ≤ 0.05% (prestressed structures)
[ C_3A = 2.65(Al_2O_3) - 1.69(Fe_2O_3) ]
[ C_3S = 4.07(CaO) - 7.60(SiO_2) - 6.72(Al_2O_3) - 1.43(Fe_2O_3) - 2.85(SO_3) ]
IS 8112: Performance Improvers and Additives Summary
| Performance Improver | Max % Addition | Relevant IS Code |
|---|---|---|
| Fly ash | 5% | IS 3812 (Part 1) |
| Granulated slag | 5% | IS 12089 |
| Silica fume | 5% | IS 15388 |
| Limestone | 5% | IS 1760 (Part 3) |
| Rice husk ash | 5% | IS 3812 (Part 1), IS 1727 |
| Metakaolin | 5% | IS 1727, IS 4032 |
[ \text{Pozzolanic Activity Index} \geq 90% \quad \text{(IS 1727)} ]
flowchart TD
A[Performance Improvers] -->|Max 5%| B[Fly Ash (IS 3812)]
A -->|Max 5%| C[Granulated Slag (IS 12089)]
A -->|Max 5%| D[Silica Fume (IS 15388)]
IS 8112 Manufacturer's Certificate Key Points
| Compound | Formula |
|---|---|
| C3A | ( 2.65 \times \text{Al}_2\text{O}_3 - 1.69 \times \text{Fe}_2\text{O}_3 ) |
| C3S | ( 4.07 \times \text{CaO} - 7.60 \times \text{SiO}_2 - 6.72 \times \text{Al}_2\text{O}_3 - 1.43 \times \text{Fe}_2\text{O}_3 - 2.85 \times \text{SO}_3 ) |
All oxides are % by mass of total cement, excluding insoluble residue.
| Property | Requirement (43 Grade OPC) |
|---|---|
| Fineness (Blaine) | ≥ 225 m²/kg |
| Initial Setting Time | ≥ 30 minutes |
| Final Setting Time | ≤ 600 minutes |
| Compressive Strength | 3 days ≥ 23 MPa, 7 days ≥ 33 MPa, 28 days ≥ 43 MPa |
| Parameter | Max / Min Value |
|---|---|
| (\text{SiO}_2 + 1.2 \text{Al}_2\text{O}_3 + 0.65 \text{Fe}_2\text{O}_3) | Ratio of alumina to iron oxide (min) |
| Insoluble residue | Max % by mass (see Table 2) |
| Magnesia (MgO) | Max % by mass |
| Loss on ignition | Max % by mass |
| Chloride content |
IS 8112: Packing and Marking of Cement - Key Points
Packing Material: As per Clause 9.4.3, packing material must be mutually agreed upon by manufacturer and purchaser.
Packing Types (Clause 9.4):
Marking Requirements (Clause 9.4.2):
Delivery Advice (Clause 10.2):
| Aspect | Specification |
|---|---|
| Packing Material | As agreed between manufacturer & purchaser |
| Packing Type | Bags or drums for export shipments |
| Net Quantity Marking | Clearly on bag/drum in indelible ink |
| Additional Marking | "FOR EXPORT" on each bag/drum |
| Documentation | Delivery advice with shipment details |
flowchart TD
A[Manufacturer & Purchaser Agree] --> B[Packing Material & Quantity]
B --> C{Packing Type}
C -->|Bags| D[Mark "FOR EXPORT" + Net Quantity]
C -->|Drums| D
D --> E[Shipment with Delivery Advice]
This ensures traceability and compliance for export cement packing per IS 8112.
IS 8112: Marking on Bags and Delivery Documents
On Each Bag/Drum:
On Delivery Documents:
| Marking Item | Requirement |
|---|---|
| Export Marking | "FOR EXPORT" (if applicable) |
| Net Quantity | In kg, indelible ink |
| Manufacturer Name & Logo | Legible and indelible |
| Cement Grade | "Ordinary Portland Cement, 43/43-S Grade" |
| Handling Instruction | "Use no Hooks" |
| Batch Number | Week, month, year of packing |
| Manufacturer Address | Full address |
| Performance Improvers Info | Type & % if added |
flowchart TD
A[Bag/Drum] --> B[Mark "FOR EXPORT" (if export)]
A --> C[Net Quantity (kg)]
A --> D[Manufacturer Name & Trademark]
A --> E[Cement Grade (43/43-S)]
A --> F["Use no Hooks"]
A --> G[Batch Number (week/month/year)]
A --> H[Manufacturer Address]
A --> I[Performance Improvers (type & %)]
J[Delivery Documents] --> K[Same info as Bag/Drum]
This ensures compliance with IS 8112 for cement packaging and documentation.
IS 8112: Sampling and Testing of Cement — Key Points
| Batch Size (bags) | Sample Size (bags) |
|---|---|
| 100 - 150 | 20 |
| 151 - 280 | 32 |
| 281 - 500 | 50 |
| 501 - 1,200 | 80 |
| 1,201 - 3,200 | 125 |
| > 3,200 | 200 |
flowchart TD
A[Batch of Cement Bags] --> B[Random Sampling as per IS 3535]
B --> C[Sample Size as per Batch Size Table]
C --> D[Testing (IS 4031 series)]
D --> E{Pass?}
E -- Yes --> F[Use Cement]
E -- No --> G[Reject Cement]
F --> H[Store / Dispatch]
G --> H
Summary: Follow IS 3535 for sampling, test promptly per IS 4031, ret
IS 8112: Independent Testing - Key Points & Specifications
| Parameter | Limit |
|---|---|
| SiO₂ + 1.2 Al₂O₃ + 0.65 Fe₂O₃ | As per chemical analysis |
| Alumina to Iron Oxide ratio | Minimum 0.05 (for prestressed) |
| Insoluble residue | Max % by mass (refer IS 4032) |
| Magnesia (MgO) | Max % by mass |
| Loss on ignition | Max % by mass |
| Chloride content | Max 0.05% (for prestressed) |
| Batch Size (bags) | Sample Size (bags) |
|---|---|
| 100 - 150 | 20 |
| 151 - 280 | 32 |
| 281 - 500 | 50 |
| 501 - 1200 | 80 |
| 1201 - 3200 | 125 |
| >3200 | 200 |
flowchart TD
A[Purchaser Requests Independent Test]
B[Sample Taken Before/After Delivery]
C[Testing per IS 8112 Standards]
D{Test Result}
E[Conforms] --> F[Use Cement]
G[Non-Conforms] --> H
IS 8112: Rejection Criteria for Cement
| Batch Size | Sample Size |
|---|---|
| 100 - 150 | 20 bags |
| 151 - 280 | 32 bags |
| 281 - 500 | 50 bags |
| 501 - 1200 | 80 bags |
| 1201 - 3200 | 125 bags |
| > 3200 | 200 bags |
| Parameter | Max / Min Limit |
|---|---|
| SiO2 + 1.2 Al2O3 + 0.65 Fe2O3 | - |
| Alumina to Iron Oxide ratio (Al2O3 / Fe2O3) | ≥ 0.05 (prestressed) |
| Insoluble residue | Max % by mass |
| Magnesia (MgO) | Max % by mass |
| Loss on ignition | Max % by mass |
| Chloride content | Max % by mass |
flowchart TD
A[Cement Production] --> B{Storage Duration}
B -->|Bulk > 6 months| C[Retest Cement]
B -->|Bags > 3 months| C
B -->|Within limits| D[Use Cement]
C --> E{Pass Retest?}
E -->|Yes| D
E -->|No
Referenced IS Codes (Key ones related to cement & concrete):
| IS No. & Year | Title |
|---|---|
| IS 456:2000 | Code of Practice for Plain and Reinforced Concrete |
| IS 650:1991 | Specification for Standard Sand for Testing Cement |
| IS 1727:1967 | Methods of Test for Pozzolanic Materials |
| IS 3812 (Part 1):2013 | Specification for Pulverized Fuel Ash (Pozzolana) |
| IS 4031 (Parts 2,3,5) | Methods of Physical Tests for Hydraulic Cement (Fineness, Soundness, Setting Time) |
| IS 4905:1968 | Methods for Random Sampling of Cement |
| IS 2580:1995 | Jute Sacking Bags for Packing Cement |
| IS 15388:2003 | Specification for Silica Fume |
| Batch Size (bags) | Sample Size (bags) |
|---|---|
| 100 - 150 | 20 |
| 151 - 280 | 32 |
| 281 - 500 | 50 |
| 501 - 1200 | 80 |
| 1201 - 3200 | 125 |
| >3200 | 200 |
| Test | IS Part | Description |
|---|---|---|
| Fineness | Part 2 | Blaine air permeability method |
| Soundness | Part 3 | Le Chatelier method |
| Setting Times | Part 5 | Initial and final setting times |
flowchart TD
A[Receive Cement] --> B{Storage Duration?}
B -- >6 months bulk or >3 months bags --> C[Retest Cement]
B -- <=6 months bulk or <=3 months bags --> D[Use Cement]
C -->
Tolerance Requirements for Quantity of Cement Packed (IS 8112)
| Batch Size (bags) | Sample Size (bags) |
|---|---|
| 100 - 150 | 20 |
| 151 - 280 | 32 |
| 281 - 500 | 50 |
| 501 - 1,200 | 80 |
| 1,201 - 3,200 | 125 |
| 3,201 and over | 200 |
| Nominal Bag Weight (kg) | Tolerance Limits (±) as per Packaged Commodities Rules |
|---|---|
| 50 | Typically ±1% to ±2% (check latest Weights & Measures Rules) |
flowchart TD
A[Batch Size] --> B[Select Sample Size]
B --> C[Random Sampling (IS 4905)]
C --> D[Measure Net Quantity per Bag]
D --> E{Average Net Quantity ≥ Nominal Weight?}
E -->|Yes| F[Accept Batch]
E -->|No| G[Reject Batch]
This ensures cement bags
Frequently Asked
According to IS 8112 (Second Revision), Clause 5.1, Table 2, the chemical composition limits for 43 grade Ordinary Portland Cement are:
| Characteristic | Limit |
|---|---|
| Lime ratio (CaO - 0.7 SO3) / (2.8 SiO2 + 1.2 Al2O3 + 0.65 Fe2O3) | 0.66 to 1.02 |
| Alumina to Iron oxide ratio (Al2O3 / Fe2O3) | Minimum 0.66 |
| Insoluble residue | Max 4.0% by mass |
| Magnesia (MgO) | Max 6.0% by mass |
| Loss on ignition | Max 5.0% by mass |
| Chloride content | Max 0.1% by mass |
| Alkali content | Max 0.05% by mass (for prestressed concrete) |
Ratios and percentages are based on mass of total cement excluding insoluble residue.
Testing methods are per IS 4032.
Lime ratio formula:
[ \text{Lime ratio} = \frac{\text{CaO} - 0.7 \times \text{SO}_3}{2.8 \times \text{SiO}_2 + 1.2 \times \text{Al}_2\text{O}_3 + 0.65 \times \text{Fe}_2\text{O}_3} ]
This ensures balanced cement chemistry for strength and durability.
Loading diagram...
This summary covers essential chemical limits for quality control of 43 grade OPC per IS 8112.
IS 8112 - 43 Grade OPC Physical & Strength Requirements
| Property | Requirement | Test Method (IS 4031 Part) |
|---|---|---|
| Fineness | Min 225 m²/kg (370 for 43-S grade) | Part 2 |
| Soundness | Le Chatelier max 10 mm | Part 3 |
| Autoclave max 0.8% | ||
| Setting Time | Initial min 30 min | Part 5 |
| Final max 600 min | ||
| Compressive Strength | 72 h: Min 23 MPa | Part 6 |
| 168 h: Min 33 MPa (37.5 for 43-S) | ||
| 672 h: Min 43 MPa, Max 58 MPa |
Chemical Requirements Highlights:
These ensure durability, strength, and workability of 43 grade OPC per IS 8112.
Loading diagram...
According to IS 8112, performance improvers in cement are regulated and marked as follows:
Limit of Addition (Clause 4.1.1):
Certification and Marking (Clause 10.3 & 10.3.1):
Test Certificate (Clause 8.1):
Summary Table:
| Parameter | Requirement |
|---|---|
| Max total improver addition | 5% (including 1% additives) |
| BIS Standard Mark | License required under BIS Act |
| Test certificate | Must indicate type & % of improvers |
| Test result submission time | 10 days (except 28-day strength) |
This ensures quality control and transparency of performance improvers in cement.
IS 8112 Packaging & Labeling Requirements for Cement Bags
Each bag must be legibly and indelibly marked with:
Loading diagram...
This ensures compliance with IS 8112 for quality and traceability.
IS 8112 Procedures for Sampling, Testing, and Certification of Cement Quality
Sampling: Follow IS 3535 and IS 4905 for random sampling and sample size based on batch size (Annex B). Bags are selected randomly; sample size varies from 20 to 200 bags depending on batch size.
Testing: Samples are tested per relevant IS methods:
Certification:
| Batch Size | Sample Size (bags) |
|---|---|
| 100–150 | 20 |
| 151–280 | 32 |
| 281–500 | 50 |
| 501–1,200 | 80 |
| 1,201–3,200 | 125 |
| >3,201 | 200 |
This ensures cement quality is reliably verified before use.
Ask AI about any clause, requirement, or provision in IS 8112. Get instant, clause-cited responses powered by our indexed library.
Free tier includes 150 queries (50 AI + 100 Reference) · No credit card required