IS 21161980AI Search Enabled✦ AI Generated

Sand for masonry mortars - Specification
1980 Edition

The IS 2116:1980 standard outlines the criteria for sand utilized in masonry mortar applications, including natural and crushed varieties. It details parameters such as particle size distribution, purity, and absence of harmful substances to guarantee mortar strength and workability. This specification is crucial for professionals in construction and material supply to ensure appropriate sand selection and validation.

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

The IS 2116:1980 standard outlines the criteria for sand utilized in masonry mortar applications, including natural and crushed varieties. It details parameters such as particle size distribution, purity, and absence of harmful substances to guarantee mortar strength and workability. This specification is crucial for professionals in construction and material supply to ensure appropriate sand selection and validation.

Who Uses This Standard

  • Structural Engineers
  • Building Contractors
  • Construction Material Vendors
  • Quality Assurance Inspectors
  • Masonry Experts
  • Testing Laboratory Personnel
  • Design Architects

Key Topics Covered

Categories of sand for masonry mortar use
Particle size distribution standards
Sand quality benchmarks
Procedures for sampling and testing sand
Permissible limits for clay, silt, and organic contaminants
Certification by suppliers and cost responsibilities
Techniques for sand processing and blending
Determining specific gravity and bulk density
Compliance verification and rounding of results
Applications in reinforced and non-reinforced masonry
Methods for screening and grading adjustments
Mortar strength testing with specified sand

Table of Contents

1Scope and Application

IS 2116 Scope Overview: Requirements for Sand in Masonry Mortars

  • Scope: Establishes particle size distribution, physical characteristics, and testing procedures for sand intended for masonry mortar use.

Essential Specifications:

PropertyRequirementReference Clause
Particle Size DistributionAccording to Table 1 belowClause 4.1
Specific GravityMeasured as per IS 2386 (Part III)-1963Clause 7.2(a)
Bulk DensityMeasured as per IS 2386 (Part III)-1963Clause 7.2(b)

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

Sieve SizePassing Percentage RangeTest 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

Important Notes:

  • Particle size, specific gravity, and bulk density tests follow IS 2386 Parts I and III.
  • Sand must meet grading limits to ensure mortar strength and workability.
flowchart TD
    A[Sand for Masonry Mortars] --> B[Particle Size Distribution]
    B --> C[Percent Passing 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 Certification]
    G --> I[Agreement on Test Costs]

This section ensures sand quality for producing durable and workable masonry mortars compliant with IS 2116.

2Terminology and Standards

IS 2116: Definitions and Applicable Standards

1. Terminology (Clause 2.0)

  • Clarifies terminology related to sand and aggregates for masonry mortar.
  • Cites standard test methods and specifications for aggregates.

2. Testing Standards

  • Particle Size and Shape: IS 2386 (Part I) - 1963
  • Specific Gravity, Density, Voids, Absorption, Bulking: IS 2386 (Part III) - 1963
  • Sieve Specifications: IS 460 (Part I) - 1978

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

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

4. Supplier Documentation (Clause 7.2)

  • Supplier must provide:
    • Specific gravity data (IS 2386 Part III)
    • Bulk density measurements (IS 2386 Part III)

Process Flow: Sand Grading

flowchart TD
    A[Collected Sand Sample] --> B[Sieving Per IS 460 (Part I)]
    B --> C[Calculation of Passing Percentages]
    C --> D[Verification Against IS 2116 Table 1]
    D -->|Within Limits| E[Approved for Use in Mortars]
    D -->|Out of Limits| F[Rejected or Reprocessed]

IS 2116 should be used in conjunction with IS 2386 and IS 460 for complete compliance on sand grading and testing.

3Standards for Sand Quality

IS 2116: Specifications on Sand Quality for Masonry Mortars


1. Quality Criteria (Clauses 3.1 & 3.3)

  • Sand varieties: natural, crushed stone, crushed gravel, or mixes thereof.
  • Must be hard, durable, clean, and free from coatings and organic material.
  • Limits on harmful substances by weight:
SubstanceNatural/Crushed Gravel SandCrushed Stone Sand
Clay, fine silt, fine dust≤ 5%≤ 5%
Organic impurities (color test)Should be lighter than standard solution (IS 2386 Part II)Same

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

Sieve SizePassing Percentage RangeTest Reference
4.75 mm100IS 2386 (Part I)
2.36 mm90 - 100
1.18 mm70 - 100
600 micron40 - 100
300 micron5 - 70
150 micron0 - 15

Summary:

  • Max 5% clay and fine dust by weight.
  • Organic matter must pass color test criteria.
  • Sand grading must fall within the specified sieve passing ranges for optimum mortar performance.

flowchart TD
    A[Sand Categories] --> B[Natural Sand]
    A --> C[Crushed Stone Sand]
    A --> D[Crushed Gravel Sand]

    E[Quality Checks] --> F[Clay, Silt, Dust ≤ 5%]
    E --> G[Organic Materials: Color Test]
    E --> H[Clean, Hard, Durable]

    I[Grading Requirements] --> 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% Passing]
4Sand Grading Criteria

IS 2116: Grading Standards for Sand in Masonry Mortars

Essential Requirements (Clause 4.1 & Table 1)

JS Sieve SizePercentage Passing by Weight (%)Test 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

Important Notes (Clauses 4.2 & 4.4)

  • Grading outside these ranges can be rectified by screening or blending with suitable sand.
  • Natural sand or crushed stone screenings alone may not meet grading but can be processed to comply.
  • These grading standards apply to mortars for both reinforced and unreinforced masonry.

Blending Formula

If sands A and B have passing percentages (P_A) and (P_B), the blended sand passing percentage (P) is:

[ P = x \times P_A + (1 - x) \times P_B ]

where (x) is the fraction of sand A in the blend.


flowchart LR
    A[Natural Sand] -->|Screening/Blending| B[Compliant Sand]
    C[Crushed Stone Screening] -->|Screening/Blending| B
    B --> D[Approved for Masonry Mortar Use]

This standard ensures sand meets IS 2116 grading criteria necessary for quality masonry mortar.

5Procedures for Sampling and Testing

IS 2116: Sampling and Testing Protocols for Sand Aggregates

Sampling Guidelines (Clause 5.1)

  • Follow sampling procedures as specified in IS 2430-1969.
  • Sample quantities should comply with the requirements in IS 2386-1963.
  • Supplier must provide materials free for testing (Clause 6.3).

Testing Standards (Reference IS 2386 Parts)

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

Key Test Details

ParameterRelevant IS CodeNotes
Sampling ProcedureIS 2430-1969For representative samples
Particle Size & ShapeIS 2386 Part I-1963Sieve and shape analysis
Specific Gravity & DensityIS 2386 Part III-1963Important for mix design
Sample Volume for TestsIS 2386 (relevant parts)Varies by test type

Additional Supplier Requirements (Clause 7.2)

  • Provide specific gravity and bulk density data on request.
  • Supplier certification and test costs are subject to prior agreement.

Workflow Diagram for Sampling and Testing

flowchart TD
    A[Sample Collection per IS 2430] --> B[Sample Quantity per IS 2386]
    B --> C{Tests to be Performed}
    C -->|Particle Size & Shape| D[IS 2386 Part I]
    C -->|Specific Gravity & Density| E[IS 2386 Part III]
    C -->|Other Tests| F[Applicable IS Standards]
    D & E & F --> G[Testing Results & Certification]
    G --> H[Supplier Provides Material Free (Clause 6.3)]

Refer to IS 2386 and IS 2430 for detailed test procedures and sample quantities to ensure full compliance with IS 2116.

6Supplier Certification and Test Cost Responsibilities

IS 2116: Supplier Documentation and Testing Cost Allocation

Cost Allocation for Tests (Clause 6.4)

  • If the sand fails to meet IS 2116 requirements, the supplier is responsible for test expenses.
  • If the sand meets the standard, the buyer assumes the cost.
  • Supplier must deliver samples free of charge for testing purposes (Clause 6.3).

Supplier Certification (Clause 7.2)

Upon request and prior agreement, suppliers will provide:

  • Specific gravity data as per IS 2386 Part III-1963
  • Bulk density information as per IS 2386 Part III-1963

Additional Test Options (Clause 5.2.1)

  • Cement mortar cube compressive strength tests (1:6 mix) may be conducted using the supplied sand as a substitute for standard sand (per IS 2250-1981).
  • Results are compared with mortar made from approved sand.

Summary Table: Responsibility for Testing Costs

Test OutcomeParty Bearing Cost
Material FailsSupplier
Material CompliesPurchaser

Relevant Testing Standards

  • IS 2386 (Part III): Testing of specific gravity and related properties.
  • IS 2250-1981: Procedures for mortar cube compressive strength evaluation.

flowchart LR
    A[Material Supplied] --> B{Test Outcomes}
    B -->|Compliant| C[Buyer Pays Testing Costs]
    B -->|Non-compliant| D[Supplier Pays Testing Costs]
    A --> E[Supplier Provides Samples Free of Charge]

Establishing clear agreements on certification and test cost responsibilities prior to supply is essential.

7Details Required from Suppliers

IS 2116: Supplier Information Requirements (Clause 7)

Suppliers must provide the following details when requested:

  • Source of supply: Exact location, including quarry or pit name.
  • Principal rock type classification: For manufactured sands, per IS 383-1970 Appendix C.
  • Particle size distribution: In line with IS 2386 (Part I)-1963.
  • Specific gravity: As per IS 2386 (Part III)-1963.
  • Bulk density: As per IS 2386 (Part III)-1963.

Supplier Certification (Clause 6.1): Suppliers should confirm that the supplied sand conforms to the standard and provide certification upon request.


Summary Table: Supplier Information Obligations

Information TypeIS ReferenceNotes
Source LocationClause 7.1 (a)Quarry/pit name and site
Rock Type ClassificationIS 383-1970 Appendix CFor manufactured sand
Particle Size DistributionIS 2386 (Part I)Grain size spread
Specific GravityIS 2386 (Part III)Density-related property
Bulk DensityIS 2386 (Part III)Mass per unit volume

Testing Cost Responsibility Reminder (Clause 6.4)

  • Supplier bears cost if material is non-compliant.
  • Purchaser bears cost if material meets standards.

This transparency facilitates traceability and ensures consistent quality of sand used in masonry mortars.

Popular Questions About IS 2116

?Which sand types are encompassed within IS 2116 for masonry mortar applications?

IS 2116 (1980) covers several sand types suitable for masonry mortars, including:

  • Naturally sourced sands
  • Crushed stone sands
  • Crushed gravel sands

Key requirements include ensuring the sand is free from harmful impurities and adheres to particle size distribution limits outlined in Table 1 (Clause 4.1):

Sieve SizePercentage Passing by Weight
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

This grading ensures the mortar possesses desirable strength, workability, and water retention. Blending of sand sources is permissible to achieve compliance. Testing follows IS 2386 (Part I) standards.

?What particle size grading does IS 2116 specify for sand used in masonry mortars?

IS 2116 Clause 4.1 and Table 1 define the particle size distribution for sand in masonry mortars as percentages by mass passing each sieve size:

Sieve SizePassing Percentage Range
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

Sand must be free from impurities and comply with these grading limits to optimize mortar strength, workability, and water retention. These specifications apply to both reinforced and unreinforced masonry mortars, with testing methods per IS 2386 (Part I).

?How does IS 2116 regulate impurities such as clay and organic matter in sand?

According to IS 2116 Clause 3.3, control of sand impurities is as follows:

  • Clay, fine silt, and fine dust must not exceed 5% by mass for both natural or crushed gravel sand and crushed stone sand.
  • Organic impurities are assessed via a colorimetric test (IS 2386 Part II), where the test liquid's color must be lighter than the prescribed standard solution.
  • Sand should be clean, hard, and durable, free from harmful substances like iron pyrites, alkalis, salts, mica, shale, soft fragments, and shells.
  • If grading or impurity limits are exceeded, sand may be processed by screening or blending (Clause 4.2).

These measures ensure the mortar's strength and durability are preserved.

?What are the recommended sampling and testing methods to verify sand quality as per IS 2116?

IS 2116 specifies the following procedures for sand quality verification:

  1. Sampling:

    • Collect representative samples from various locations and depths of the sand stockpile, ensuring they are free from moisture and organic contaminants.
  2. Testing (per IS 2386 Part II):

    • Measure deleterious materials like clay, fine silt, and dust (max 5% by mass).
    • Evaluate organic impurities via color comparison; test liquid color must be lighter than the standard solution.
  3. Check particle size grading against IS 2116 limits.

  4. If grading or impurity levels exceed limits, process sand through screening or blending.

Sand must be hard, durable, clean, and free of coatings. Higher fines in crushed stone sand may be acceptable if agreed upon.

This testing framework ensures sand complies with IS 2116 for masonry mortar use.

?Who is responsible for bearing the testing costs if the sand fails to meet IS 2116 standards?

Per IS 2116 Clause 6.4:

  • If sand does not conform to the standard, the supplier is liable for all testing expenses.
  • If sand meets the standard requirements, the purchaser is responsible for bearing the test costs.

This approach promotes accountability and quality assurance, ensuring suppliers provide compliant material while purchasers only pay for approved sand testing.

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