IS 21161980AI Search Enabled✦ AI Generated

Sand for masonry mortars - Specification

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.

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1980Edition
Building Construction Practices including Painting Varnishing and Allied FinishingCategory
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What This Standard Covers

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.

Who Uses This Standard

  • Civil Engineers
  • Construction Contractors
  • Material Suppliers
  • Quality Control Inspectors
  • Masonry Specialists
  • Laboratory Technicians
  • Architects

Key Topics Covered

Types of sand for masonry mortars
Particle size grading requirements
Quality criteria for sand
Sampling and testing methods
Limits on clay, silt, and organic impurities
Supplier's certification and test costs
Processing and blending of sand
Specific gravity and bulk density
Compliance and rounding off test results
Use of sand in reinforced and unreinforced masonry
Screening and grading adjustments
Testing mortar strength with specified sand

Table of Contents

1Scope

IS 2116 Scope Summary: Specification for Sand for Masonry Mortars

  • Scope: Defines grading, physical properties, and testing methods for sand used in masonry mortars.

Key Specifications:

PropertyRequirementReference IS Code
Particle Size GradingAs per Table 1 (see below)IS 2116 Clause 4.1
Specific GravityDetermined as per IS 2386 (Part III)-1963IS 2116 Clause 7.2(a)
Bulk DensityDetermined as per IS 2386 (Part III)-1963IS 2116 Clause 7.2(b)

Table 1: Grading of Sand for Masonry Mortars (Percent Passing by Mass)

JS Sieve Size% Passing RangeTest Method Reference
4.75 mm100IS 2386 (Part I)-1963
2.36 mm90 to 100
1.18 mm70 to 100
600 micron40 to 100
300 micron5 to 70
150 micron0 to 15

Notes:

  • Testing methods for particle size, specific gravity, and bulk density are detailed in IS 2386 (Parts I & III).
  • Sand must conform to grading limits to ensure mortar quality and workability.
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.

2Definitions

IS 2116: Definitions & Key Specifications

1. Definitions (Clause 2.0)

  • Defines terms related to sand and aggregates for masonry mortars.
  • References standard test methods and specifications for aggregates and sand.

2. Test Methods & Standards

  • Particle Size & Shape: IS 2386 (Part I) - 1963
  • Specific Gravity, Density, Voids, Absorption, Bulking: IS 2386 (Part III) - 1963
  • Test Sieves: IS 460 (Part I) - 1978 for sieve designations.

3. Grading of Sand (Clause 4.1, Table 1)

Sieve Size (mm)% Passing by MassReference Method
4.75100IS 2386 (Part I)
2.3690 - 100
1.1870 - 100
0.6040 - 100
0.305 - 70
0.150 - 15

4. Supplier's Certificate (Clause 7.2)

  • Supplier to provide:
    • Specific gravity of sand (IS 2386 Part III)
    • Bulk density of sand (IS 2386 Part III)

Summary Diagram: Sand Grading Process

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.

3Quality of Sand

IS 2116: Quality of Sand - Key Specifications and Tables


1. Quality Requirements (Clause 3.1 & 3.3)

  • Sand types: natural sand, crushed stone sand, crushed gravel sand, or combinations.
  • Must be hard, durable, clean, free from coatings & organic matter.
  • Limits on deleterious materials (by mass):
MaterialNatural/Crushed Gravel SandCrushed Stone Sand
Clay, fine silt, fine dust≤ 5%≤ 5%
Organic impurities (color test)Lighter than standard solution (IS 2386 Part II)Same

2. Grading of Sand for Masonry Mortars (Clause 4.1, Table 1)

IS Sieve Size% Passing by MassTest Method (IS 2386 Part I)
4.75 mm100Yes
2.36 mm90 - 100Yes
1.18 mm70 - 100Yes
600 micron40 - 100Yes
300 micron5 - 70Yes
150 micron0 - 15Yes

Summary:

  • Clay & fine dust ≤ 5% by mass.
  • Organic impurities must pass color test.
  • Sand grading must fall within specified sieve passing percentages for mortar quality.

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%
4Grading Requirements

IS 2116: Grading Requirements for Sand in Masonry Mortars

Key Specifications (Clause 4.1 & Table 1)

JS Sieve SizePercentage Passing by Mass (%)Test Method Ref.
4.75 mm100IS 2386 (Part I)-1963
2.36 mm90 to 100
1.18 mm70 to 100
600 micron40 to 100
300 micron5 to 70
150 micron0 to 15

Important Notes (Clauses 4.2 & 4.4)

  • Sand grading outside these limits can be corrected by screening or blending with suitable sand sizes.
  • Natural sands or crushed stone screenings alone may be unsuitable but can be processed to meet grading requirements.
  • This grading applies uniformly for both reinforced and unreinforced masonry mortars.

Summary Formula for Blending Sands

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.

5Sampling and Testing

IS 2116: Sampling and Testing of Aggregates for Concrete

Sampling (Clause 5.1)

  • Follow IS 2430-1969 for sampling methods.
  • Quantity for each test as per relevant parts of IS 2386-1963.
  • Supplier provides material free for testing (Clause 6.3).

Testing (Refer IS 2386 Parts)

  • Particle Size & Shape: IS 2386 Part I
  • Specific Gravity, Density, Voids, Absorption, Bulking: IS 2386 Part III

Key Specifications

Test ParameterRelevant IS CodeNotes
Sampling MethodIS 2430-1969For representative sampling
Particle size & shapeIS 2386 Part I-1963Sieve analysis, shape tests
Specific gravity & bulk densityIS 2386 Part III-1963Required for mix design
Amount of material for testingIS 2386 (relevant parts)Depends on test type

Additional Supplier Info (Clause 7.2)

  • Specific gravity and bulk density values on request.
  • Supplier’s certificate and cost of tests subject to prior agreement.

Summary Diagram of Sampling & Testing Flow

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.

6Supplier's Certificate and Cost of Tests

IS 2116: Supplier's Certificate & Cost of Tests

Cost of Tests (Clause 6.4)

  • Supplier bears cost if material fails to meet IS 2116 requirements.
  • Purchaser bears cost if material complies with the standard.
  • Supplier must provide material free of charge for testing (Clause 6.3).

Supplier's Certificate (Clause 7.2)

Upon request and prior agreement, supplier shall provide:

  • Specific Gravity of Sand (as per IS 2386 Part III-1963)
  • Bulk Density of Sand (as per IS 2386 Part III-1963)

Additional Testing (Clause 5.2.1)

  • Compressive strength test on cement mortar cubes (1:6 mix) may be performed using supplied material instead of standard sand (IS 2250-1981).
  • Compare strength with mortar made from acceptable sand.

Summary Table: Cost Responsibility for Tests

Test ResultCost Borne By
Material FailsSupplier
Material CompliesPurchaser

References for Tests

  • IS 2386 (Part III): Specific gravity, density, voids, absorption, bulking of aggregates.
  • IS 2250-1981: Methods for mortar cube compressive strength testing.

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.

7Information to be Furnished by the Supplier

IS 2116 - Information to be Furnished by Supplier (Clause 7)

When requested, the supplier must provide:

  • Source of supply: Exact locality, quarry or pit name.
  • Trade group of principal rock type: For manufactured sand (ref: IS 383-1970 Appendix C).
  • Particle size grading: As per IS 2386 (Part I) - 1963.
  • Specific gravity of sand: According to IS 2386 (Part III) - 1963.
  • Bulk density: As per IS 2386 (Part III) - 1963.

Supplier's Certificate (Clause 6.1):
Supplier shall confirm material compliance and furnish a certificate if requested.


Summary Table: Information to Furnish

InformationIS ReferenceNotes
Source of supplyClause 7.1 (a)Quarry/pit name & locality
Rock type trade groupIS 383-1970 Appendix CFor manufactured sand
Particle size gradingIS 2386 (Part I)Grain size distribution
Specific gravityIS 2386 (Part III)Density-related property
Bulk densityIS 2386 (Part III)Mass per unit volume

Cost of Tests (Clause 6.4)

  • Supplier pays if material fails standard.
  • Purchaser pays if material complies.

This ensures transparency and traceability of aggregate quality in concrete production.

Popular Questions About IS 2116

?What types of sand are covered under IS 2116 for masonry mortars?

Types of Sand Covered under IS 2116 for Masonry Mortars

IS 2116 (1980) specifies the following types of sand for masonry mortars:

  • Naturally occurring sands
  • Crushed stone sands
  • Crushed gravel sands

Key Requirements:

  • Sand must be free from detrimental impurities.
  • Particle size grading must conform to the limits in Table 1 (Clause 4.1):
Sieve Size% Passing by Mass
4.75 mm100
2.36 mm90 to 100
1.18 mm70 to 100
600 micron40 to 100
300 micron5 to 70
150 micron0 to 15

Summary:

  • Sand grading ensures workability, strength, water retention of mortar.
  • Sand sources can be blended to meet grading and purity requirements.
  • Compliance with grading is tested as per IS 2386 (Part I).

This ensures mortar quality and durability in masonry construction.

?What are the specified particle size grading limits for sand in masonry mortars?

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 SizePercentage Passing (%)
4.75 mm100
2.36 mm90 to 100
1.18 mm70 to 100
600 micron40 to 100
300 micron5 to 70
150 micron0 to 15

Key points:

  • Sand must be free from impurities and conform to this grading for optimal mortar properties (strength, workability, water retention).
  • This grading applies uniformly for both reinforced and unreinforced masonry mortars.
  • Testing methods referenced are from IS 2386 (Part I) - 1963.

This grading ensures a well-graded sand that balances workability and strength in masonry mortars.

?How should sand impurities like clay and organic matter be controlled according to the standard?

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:

    • Natural sand or crushed gravel sand: ≤ 5% by mass
    • Crushed stone sand: ≤ 5% by mass
  • Organic impurities:

    • Determined per IS 2386 (Part II)-1963.
    • The color of the test liquid must be lighter than the standard solution specified in IS 2386 (Part II).
  • Additional requirements:

    • Sand must be clean, hard, durable, and free from harmful impurities (iron pyrites, alkalis, salts, mica, shale, soft fragments, shells).
    • Sand grading should comply with limits; if not, it can be processed by screening or blending (Clause 4.2).

Summary Table:

Impurity TypeLimit for Natural/Gravel SandLimit for Crushed Stone Sand
Clay, fine silt, dust≤ 5% by mass≤ 5% by mass
Organic impuritiesColor lighter than standardColor lighter than standard

This ensures mortar strength and durability are not compromised.

?What sampling and testing procedures are recommended for verifying sand quality?

IS 2116 Sampling and Testing Procedures for Sand Quality

  1. Sampling:

    • Collect representative samples from different locations and depths of the sand stockpile.
    • Ensure samples are free from moisture and organic matter.
  2. Testing as per IS 2386 (Part II)-1963:

    • Deleterious materials (clay, fine silt, fine dust):
      • Maximum 5% by mass for natural, crushed gravel, or crushed stone sand.
    • Organic impurities:
      • Test by color comparison of the liquid extract; color must be lighter than the standard solution.
  3. Grading and Particle Size:

    • Check sand grading against IS 2116 specified limits.
    • If grading is outside limits, process by screening or blending (Clause 4.2).
  4. Additional Notes:

    • Sand must be hard, durable, clean, and free from coatings.
    • Higher fine dust content in crushed stone sand may be accepted if agreed upon.

Summary Table of Limits

ParameterLimit (%)Test Standard
Clay, fine silt, fine dust≤ 5% by massIS 2386 (Part II)-1963
Organic impuritiesColor lighter than standard solutionIS 2386 (Part II)-1963
Loading diagram...

This ensures sand quality complies with IS 2116 for concrete use.

?Who bears the cost of testing if the sand does not meet the standard requirements?

According to IS 2116, Clause 6.4:

  • If the sand does not meet the standard requirements, the supplier bears the cost of testing.
  • If the sand complies with the standard, the purchaser bears the cost.

Summary:

Test ResultCost Borne By
Material does not complySupplier
Material compliesPurchaser

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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