The 1991 edition of IS 650 outlines the criteria for standard sand employed in cement testing across India. It details the sand’s physical and chemical properties, grading requirements, and packaging norms, predominantly sourcing from Ennore, Tamil Nadu. This standard is vital for manufacturers, laboratories, and construction experts to guarantee consistent and accurate evaluation of cement quality.
Overview
The 1991 edition of IS 650 outlines the criteria for standard sand employed in cement testing across India. It details the sand’s physical and chemical properties, grading requirements, and packaging norms, predominantly sourcing from Ennore, Tamil Nadu. This standard is vital for manufacturers, laboratories, and construction experts to guarantee consistent and accurate evaluation of cement quality.
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Structure
IS 650 defines the necessary requirements for standard sand used in cement testing to maintain uniformity and dependable test outcomes.
| Size Range | Percentage (%) |
|---|---|
| 2 mm to 1 mm | 33.33 |
| 1 mm to 500 microns | 33.33 |
| 500 microns to 90 microns | 33.33 |
pie
title Distribution of Particle Sizes in Standard Sand
"2 mm - 1 mm": 33.33
"1 mm - 500 microns": 33.33
"500 microns - 90 microns": 33.33
This grading ensures standardized sand for reliable cement testing under IS 650.
Standard sand must pass entirely through a 2 mm IS sieve and be completely retained on a 90-micron IS sieve, with the following size segments:
| Particle Size Range | Percentage (%) |
|---|---|
| Between 2 mm and 1 mm | 33.33 |
| Between 1 mm and 500 microns | 33.33 |
| Between 500 microns and 90 microns | 33.33 |
This framework guarantees consistency and dependability of standard sand used for cement testing.
Particle Size Distribution (Clause 4.2): Standard sand must entirely pass a 2 mm IS sieve and be completely retained on a 90-micron sieve, with equal distribution (~33.33%) in three size ranges:
| Size Range | Percentage (%) |
|---|---|
| 2 mm to 1 mm | 33.33 |
| 1 mm to 500 microns | 33.33 |
| 500 to 90 microns | 33.33 |
Sieve Standards: The sieves used conform to IS 460 (Part 1):1985.
Packaging & Marking (Clause 6):
Application: Standard sand is utilized to assess cement consistency and strength.
pie
title Particle Size Distribution in Standard Sand
"2 mm to 1 mm": 33.33
"1 mm to 500 microns": 33.33
"500 to 90 microns": 33.33
This ensures repeatable and uniform cement testing as per IS 650.
Standard sand for cement testing must comply with the following particle size distribution (Clause 4.2):
| Size Range | Mass Percentage (%) |
|---|---|
| 2 mm to 1 mm | 33.33 |
| 1 mm to 500 microns | 33.33 |
| 500 microns to 90 microns | 33.33 |
Packaging Details:
Sieves:
| Particle Size (microns) | Percentage by Mass |
|------------------------|-------------------|
| 2000 - 1000 | 33.33 |
| 1000 - 500 | 33.33 |
| 500 - 90 | 33.33 |
This grading standard replaces the older Leighton-Buzzard sand with Indian Ennore sand, ensuring uniformity and reproducibility in cement testing.
flowchart LR
A[Standard Sand] --> B{Particle Size Distribution}
B --> C[2 mm - 1 mm: 33.33%]
B --> D[1 mm - 500 microns: 33.33%]
B --> E[500 microns - 90 microns: 33.33%]
Refer to the full IS 650 documentation and related BIS standards for detailed physical and chemical compliance.
Chemical Testing Procedure (Clause 5.1.1):
| Step | Details |
|---|---|
| Drying temperature | 100°C for 1 hour |
| Sample weight | 2 grams |
| Acid volume | 20 ml HCl + 20 ml distilled water |
| Heating duration | 1 hour on water bath |
| Post-treatment | Filtering, washing, drying, ignition |
| Measurement | Percentage loss in mass |
flowchart TD
A[Dry sand at 100°C] --> B[Take 2g sample]
B --> C[Add 20 ml HCl + 20 ml water]
C --> D[Heat for 1 hour]
D --> E[Filter and wash]
E --> F[Dry and ignite residue]
F --> G[Calculate mass loss]
This test ensures the standard sand is chemically suitable and consistent for cement testing as specified in IS 650.
| Size Range | Percentage Passing (%) |
|---|---|
| Passes 2 mm IS sieve (100%) | 100 |
| Retained on 90 micron IS sieve (100%) | 100 |
| Between 2 mm and 1 mm | 33.33 |
| Between 1 mm and 500 microns | 33.33 |
| Between 500 microns and 90 microns | 33.33 |
| IS Sieve Size | Percentage Passing (%) |
|---|---|
| 2 mm | 100 |
| 1 mm | 66.67 |
| 500 microns | 33.33 |
| 90 microns | 0 |
This grading protocol ensures uniformity and reproducibility in cement testing, consistent with RILEM and ISO guidelines.
Specifications (Clause 4.2):
| Size Range | Mass Percentage (%) |
|---|---|
| Between 2 mm and 1 mm | 33.33 |
| Between 1 mm and 500 microns | 33.33 |
| Between 500 microns and 90 microns | 33.33 |
Tolerance: Up to 1% retention on larger sieve or passing through smaller sieve is allowed per fraction.
Sieves: Must meet IS 460 (Part 1):1985 standards.
Packaging:
flowchart LR
A[Collect Standard Sand Sample] --> B[Pass through 2 mm IS sieve]
B --> C[Retain 33.33% between 2 mm and 1 mm]
B --> D[Pass through 2 mm sieve]
D --> E[Retain 33.33% between 1 mm and 500 microns]
E --> F[Pass through 1 mm sieve]
F --> G[Retain 33.33% between 500 microns and 90 microns]
G --> H[Discard particles smaller than 90 microns]
IS 650 stipulates strict grading and packaging protocols to ensure consistent and reproducible cement testing using standard sand.
Packaging:
Labeling:
| Size Range | Percentage (%) |
|---|---|
| 2 mm to 1 mm | 33.33 |
| 1 mm to 500 microns | 33.33 |
| 500 microns to 90 microns | 33.33 |
This ensures consistent grading and packaging for reliable concrete testing.
Key Points (Clause 4.2):
| Size Range | Percentage (%) |
|---|---|
| 2 mm to 1 mm | 33.33 |
| 1 mm to 500 microns | 33.33 |
| 500 microns to 90 microns | 33.33 |
pie
title Standard Sand Particle Size Breakdown
"2 mm - 1 mm": 33.33
"1 mm - 500 microns": 33.33
"500 microns - 90 microns": 33.33
Maintaining proper storage and handling is crucial to preserving sand purity and grading for consistent cement testing.
Packaging and Marking (Clause 4.2):
Certification:
Standard Mark:
| Aspect | Details |
|---|---|
| Packaging | 25 or 50 kg jute bags or metal containers |
| Labeling | Particle size clearly marked |
| Certification | Certificate of Conformity if no Standard Mark |
| Certifying Body | Concrete and Soil Research Laboratory, Tamil Nadu |
This ensures traceability, quality assurance, and compliance with IS 650 for standard sand in cement testing.
| Size Range | Percentage (%) ±1 |
|---|---|
| 2 mm to 1 mm | 33.33 |
| 1 mm to 500 microns | 33.33 |
| 500 microns to 90 microns | 33.33 |
pie
title Particle Size Distribution of Standard Sand
"2 mm to 1 mm": 33.33
"1 mm to 500 microns": 33.33
"500 microns to 90 microns": 33.33
These details support uniformity and reproducibility in cement testing using standard sand as per IS 650.
Frequently Asked
IS 650 (Clause 4.2) requires the standard sand to have the following particle size distribution:
| Size Range | Percentage (%) |
|---|---|
| Between 2 mm and 1 mm | 33.33 |
| Between 1 mm and 500 microns | 33.33 |
| Between 500 microns and 90 microns | 33.33 |
Additionally:
This grading ensures consistency and reproducibility in cement testing.
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The standard sand defined in IS 650 is primarily sourced from Ennore, Tamil Nadu. Additionally, particle sizes greater than 1 mm may be obtained from Mudaliarkuppam, Tamil Nadu. The sand is quartz-based, light grey or whitish in color, angular in shape, and free of silt. It is washed and graded to meet specifications. Tamil Nadu Minerals Ltd, located in Chepauk, Madras, supplies this sand. This indigenous source replaced the previously imported Leighton-Buzzard sand, enhancing local availability and cost-effectiveness.
| Parameter | Details |
|---|---|
| Location | Ennore, Tamil Nadu |
| Alternate Source | Mudaliarkuppam, Tamil Nadu |
| Composition | Quartz, angular, light grey/whitish |
| Grain Size | Passing 850 micron, retained on 600 micron sieve |
| Supplier | Tamil Nadu Minerals Ltd, Chepauk, Madras |
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This ensures standardized and reproducible cement testing across India.
Per IS 650 (Clause 5.1), the standard sand must be free from organic impurities. The loss of mass upon extraction with hot hydrochloric acid (density 1.16 as per IS 265:1987) should not exceed 0.25% by weight. This criterion ensures the sand is chemically inert and suitable for accurate cement testing without contamination.
Summary:
| Parameter | Requirement |
|---|---|
| Organic impurities | Must be absent |
| Loss on acid extraction (HCl) | ≤ 0.25% by mass |
| Acid specification | Hot hydrochloric acid, density 1.16 (IS 265:1987) |
This test confirms the sand’s chemical purity, which is critical for reproducible cement strength assessments.
IS 650 Clause 4.2 outlines the packaging and marking requirements as follows:
Packaging:
Marking:
This ensures traceability, uniformity, and compliance with the standard for cement quality testing.
Standard sand is essential for cement testing as it provides a uniform and reproducible fine aggregate, ensuring consistency in strength measurements. According to IS 650:
Summary of Key Properties:
| Property | Specification |
|---|---|
| Material | Quartz, light grey/whitish |
| Grain Shape | Angular, nearly spherical |
| Grain Size | Passes 850 micron, retained on 600 micron sieve |
| Free From | Silt and other impurities |
This uniformity ensures reliable, comparable cement quality tests across laboratories and batches.
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IS 650 mandates that standard sand shall primarily be sourced from Ennore, Tamil Nadu (Clauses 4.1 and 4.2). Particle sizes larger than 1 mm may also be obtained from Mudaliarkuppam, Tamil Nadu. The sand must be quartz, light grey or whitish with angular grains, free from silt, and conform to the specified grading (passing 2 mm IS sieve and retained on 90-micron IS sieve with equal fractions).
Use of sand from other sources is not permitted unless it strictly meets IS 650 grading and is certified by the Concrete and Soil Research Laboratory, Tamil Nadu.
Summary:
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This ensures uniformity in cement strength testing nationwide.
IS 650 guarantees reproducibility in cement test results by standardizing the source and grading of sand used in mortar preparation:
Summary of Particle Size Control (IS 650):
| Sieve Size (microns) | Percentage Passing (%) |
|---|---|
| 850 | 100 |
| 600 | 90-100 |
| Intermediate sizes | Controlled for uniform grading |
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This approach minimizes variability by using a uniform, well-characterized sand critical for dependable cement strength testing.
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