IS 2116:1980 specifies the requirements for sand used in masonry mortars, covering natural sand, crushed stone sand, and crushed gravel sand. It defines quality criteria including particle size grading, cleanliness, and freedom from deleterious materials to ensure durable and workable masonry mortars. This standard is essential for engineers, contractors, and suppliers involved in masonry construction to select and verify suitable sand for mortar preparation.
Overview
IS 2116:1980 specifies the requirements for sand used in masonry mortars, covering natural sand, crushed stone sand, and crushed gravel sand. It defines quality criteria including particle size grading, cleanliness, and freedom from deleterious materials to ensure durable and workable masonry mortars. This standard is essential for engineers, contractors, and suppliers involved in masonry construction to select and verify suitable sand for mortar preparation.
Audience
Contents
Structure
IS 2116 Scope Summary: Specification for Sand for Masonry Mortars
| Property | Requirement | Reference IS Code |
|---|---|---|
| Particle Size Grading | As per Table 1 (see below) | IS 2116 Clause 4.1 |
| Specific Gravity | Determined as per IS 2386 (Part III)-1963 | IS 2116 Clause 7.2(a) |
| Bulk Density | Determined as per IS 2386 (Part III)-1963 | IS 2116 Clause 7.2(b) |
| JS Sieve Size | % Passing Range | Test Method Reference |
|---|---|---|
| 4.75 mm | 100 | IS 2386 (Part I)-1963 |
| 2.36 mm | 90 to 100 | |
| 1.18 mm | 70 to 100 | |
| 600 micron | 40 to 100 | |
| 300 micron | 5 to 70 | |
| 150 micron | 0 to 15 |
flowchart TD
A[Sand for Masonry Mortars] --> B[Particle Size Grading]
B --> C[Pass % within limits in Table 1]
A --> D[Physical Properties]
D --> E[Specific Gravity (IS 2386 Part III)]
D --> F[Bulk Density (IS 2386 Part III)]
A --> G[Testing & Certification]
G --> H[Supplier's Certificate]
G --> I[Cost of Tests Agreement]
This scope ensures sand quality for durable, workable masonry mortars per IS 2116.
IS 2116: Definitions & Key Specifications
| Sieve Size (mm) | % Passing by Mass | Reference Method |
|---|---|---|
| 4.75 | 100 | IS 2386 (Part I) |
| 2.36 | 90 - 100 | |
| 1.18 | 70 - 100 | |
| 0.60 | 40 - 100 | |
| 0.30 | 5 - 70 | |
| 0.15 | 0 - 15 |
flowchart TD
A[Raw Sand Sample] --> B[Sieving using IS 460 (Part I) Sieve Sizes]
B --> C[Percentage Passing Calculation]
C --> D[Check Against IS 2116 Table 1 Limits]
D -->|Within Limits| E[Approved for Masonry Mortar]
D -->|Outside Limits| F[Rejected or Reprocessed]
Use IS 2116 along with IS 2386 & IS 460 for complete sand grading and testing compliance.
IS 2116: Quality of Sand - Key Specifications and Tables
| Material | Natural/Crushed Gravel Sand | Crushed Stone Sand |
|---|---|---|
| Clay, fine silt, fine dust | ≤ 5% | ≤ 5% |
| Organic impurities (color test) | Lighter than standard solution (IS 2386 Part II) | Same |
| IS Sieve Size | % Passing by Mass | Test Method (IS 2386 Part I) |
|---|---|---|
| 4.75 mm | 100 | Yes |
| 2.36 mm | 90 - 100 | Yes |
| 1.18 mm | 70 - 100 | Yes |
| 600 micron | 40 - 100 | Yes |
| 300 micron | 5 - 70 | Yes |
| 150 micron | 0 - 15 | Yes |
flowchart TD
A[Sand Types] --> B[Natural Sand]
A --> C[Crushed Stone Sand]
A --> D[Crushed Gravel Sand]
E[Quality Checks] --> F[Clay, Silt, Dust ≤ 5%]
E --> G[Organic impurities: Color test]
E --> H[Clean, hard, durable]
I[Grading] --> J[4.75 mm: 100% passing]
I --> K[2.36 mm: 90-100% passing]
I --> L[1.18 mm: 70-100% passing]
I --> M[600 micron: 40-100%
IS 2116: Grading Requirements for Sand in Masonry Mortars
| JS Sieve Size | Percentage Passing by Mass (%) | Test Method Ref. |
|---|---|---|
| 4.75 mm | 100 | IS 2386 (Part I)-1963 |
| 2.36 mm | 90 to 100 | |
| 1.18 mm | 70 to 100 | |
| 600 micron | 40 to 100 | |
| 300 micron | 5 to 70 | |
| 150 micron | 0 to 15 |
If sand A and sand B have percentage passing (P_A) and (P_B) respectively, the blended sand percentage passing (P) is:
[ P = x \cdot P_A + (1 - x) \cdot P_B ]
where (x) = proportion of sand A in the blend.
flowchart LR
A[Natural Sand] -->|Screening/Blending| B[Graded Sand]
C[Crushed Stone Screening] -->|Screening/Blending| B
B --> D[Suitable for Masonry Mortar]
This ensures sand meets IS 2116 grading for quality masonry work.
IS 2116: Sampling and Testing of Aggregates for Concrete
| Test Parameter | Relevant IS Code | Notes |
|---|---|---|
| Sampling Method | IS 2430-1969 | For representative sampling |
| Particle size & shape | IS 2386 Part I-1963 | Sieve analysis, shape tests |
| Specific gravity & bulk density | IS 2386 Part III-1963 | Required for mix design |
| Amount of material for testing | IS 2386 (relevant parts) | Depends on test type |
flowchart TD
A[Sampling as per IS 2430] --> B[Sample Quantity as per IS 2386]
B --> C{Tests Required}
C -->|Particle Size & Shape| D[IS 2386 Part I]
C -->|Specific Gravity & Density| E[IS 2386 Part III]
C -->|Other Tests| F[As per relevant IS parts]
D & E & F --> G[Results & Certificate]
G --> H[Supplier Provides Material Free (Clause 6.3)]
Note: For detailed test procedures and sample quantities, refer directly to IS 2386 and IS 2430. This ensures compliance with the code for quality concrete aggregates.
IS 2116: Supplier's Certificate & Cost of Tests
Upon request and prior agreement, supplier shall provide:
| Test Result | Cost Borne By |
|---|---|
| Material Fails | Supplier |
| Material Complies | Purchaser |
flowchart LR
A[Material Supplied] --> B{Test Result}
B -->|Complies| C[Purchaser bears cost]
B -->|Fails| D[Supplier bears cost]
A --> E[Supplier provides material free for tests]
Note: Supplier's certificate and test cost terms must be agreed prior to supply.
IS 2116 - Information to be Furnished by Supplier (Clause 7)
When requested, the supplier must provide:
Supplier's Certificate (Clause 6.1):
Supplier shall confirm material compliance and furnish a certificate if requested.
| Information | IS Reference | Notes |
|---|---|---|
| Source of supply | Clause 7.1 (a) | Quarry/pit name & locality |
| Rock type trade group | IS 383-1970 Appendix C | For manufactured sand |
| Particle size grading | IS 2386 (Part I) | Grain size distribution |
| Specific gravity | IS 2386 (Part III) | Density-related property |
| Bulk density | IS 2386 (Part III) | Mass per unit volume |
This ensures transparency and traceability of aggregate quality in concrete production.
Frequently Asked
Types of Sand Covered under IS 2116 for Masonry Mortars
IS 2116 (1980) specifies the following types of sand for masonry mortars:
| Sieve Size | % Passing by Mass |
|---|---|
| 4.75 mm | 100 |
| 2.36 mm | 90 to 100 |
| 1.18 mm | 70 to 100 |
| 600 micron | 40 to 100 |
| 300 micron | 5 to 70 |
| 150 micron | 0 to 15 |
This ensures mortar quality and durability in masonry construction.
According to IS 2116 Clause 4.1 and Table 1, the particle size grading limits for sand used in masonry mortars are as follows (percentage by mass passing each sieve):
| JS Sieve Size | Percentage Passing (%) |
|---|---|
| 4.75 mm | 100 |
| 2.36 mm | 90 to 100 |
| 1.18 mm | 70 to 100 |
| 600 micron | 40 to 100 |
| 300 micron | 5 to 70 |
| 150 micron | 0 to 15 |
Key points:
This grading ensures a well-graded sand that balances workability and strength in masonry mortars.
According to IS 2116 Clause 3.3, control of sand impurities like clay and organic matter is as follows:
Clay, fine silt, and fine dust limits:
Organic impurities:
Additional requirements:
Summary Table:
| Impurity Type | Limit for Natural/Gravel Sand | Limit for Crushed Stone Sand |
|---|---|---|
| Clay, fine silt, dust | ≤ 5% by mass | ≤ 5% by mass |
| Organic impurities | Color lighter than standard | Color lighter than standard |
This ensures mortar strength and durability are not compromised.
IS 2116 Sampling and Testing Procedures for Sand Quality
Sampling:
Testing as per IS 2386 (Part II)-1963:
Grading and Particle Size:
Additional Notes:
| Parameter | Limit (%) | Test Standard |
|---|---|---|
| Clay, fine silt, fine dust | ≤ 5% by mass | IS 2386 (Part II)-1963 |
| Organic impurities | Color lighter than standard solution | IS 2386 (Part II)-1963 |
Loading diagram...
This ensures sand quality complies with IS 2116 for concrete use.
According to IS 2116, Clause 6.4:
| Test Result | Cost Borne By |
|---|---|
| Material does not comply | Supplier |
| Material complies | Purchaser |
This ensures accountability for quality: suppliers pay when their sand fails to meet standards, while purchasers cover costs if the sand is acceptable.
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