IS 14223 Part 11995AI Search Enabled✦ AI Generated

polished building stones, Part 1: Granite

IS 14223 Part 1: 1995 specifies the requirements for polished granite building stones used in construction and decorative applications. It covers physical properties, dimensional tolerances, surface finish, and quality criteria to ensure durability, strength, and aesthetic appeal. This standard is essential for manufacturers, exporters, and engineers involved in selecting and using granite slabs for structural and ornamental purposes.

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46Clauses Indexed
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What This Standard Covers

IS 14223 Part 1: 1995 specifies the requirements for polished granite building stones used in construction and decorative applications. It covers physical properties, dimensional tolerances, surface finish, and quality criteria to ensure durability, strength, and aesthetic appeal. This standard is essential for manufacturers, exporters, and engineers involved in selecting and using granite slabs for structural and ornamental purposes.

Who Uses This Standard

  • Civil Engineers
  • Architects
  • Construction Contractors
  • Quarry Operators
  • Stone Fabricators
  • Quality Control Inspectors
  • Exporters of Natural Stone

Key Topics Covered

Physical properties of granite
Dimensional tolerances for slabs
Surface finish and polishing standards
Classification of granite types
Sampling and testing procedures
Strength parameters including compressive, tensile, and shear strength
Water absorption and porosity limits
Hardness measurement methods
Resistance to wear and durability
Marking and certification requirements
Lot acceptance criteria
Imperfection and mineral content restrictions

Table of Contents

1Scope

IS 14223 Part 1: Scope - Key Specifications & Tables

1. Scope Summary

  • Applies to granite slabs.
  • Compliance is checked by rounding values per IS 2:1960 rules.
  • Sampling and conformity criteria ensure quality control of slabs.

2. Sampling & Conformity (Clause 8.2 & 8.3)

Lot Size (No. of Slabs)Sample SizePermissible DefectivesSub-sample Size
Up to 100503
101 to 300803
301 to 5001206
501 to 10002016
  • All selected slabs are checked for general requirements, dimensions, finish.
  • Lot is conforming if defectives ≤ permissible number.

3. Physical Properties of Granite (Table 1, Clause 5.1)

PropertyPink GraniteMulti-coloured/Grey GraniteTest Standard
Moisture Content (%)≤ 0.15≤ 0.15IS 13030:1991
Dry Density (g/cm³)2.58 - 2.632.60 - 2.68IS 13030:1991
Specific Gravity≥ 2.75≥ 2.75IS 1124:1974
Water Absorption (%)≤ 0.50≤ 0.50IS 1124:1974
Porosity (%)1.02 - 2.501 - 2IS 1124:1974
Compressive Strength (kg/cm²)1000 - 15001300 - 2200IS 1121 (Part 1):1974
Tensile Strength (kg/cm²)≥ 90
2References

IS 14223 Part 1: Key References, Tables & Specifications


1. Rounding Off Values

  • Follow IS 2: 1960 for rounding off numerical values.
  • Retain the same number of significant places as specified in the standard.

2. Physical Properties of Granite (Table 1, Clause 5.1)

PropertyPink GraniteMulti-coloured/Grey GraniteTest Method (IS)
Moisture Content (%)≤ 0.15≤ 0.1513030 : 1991
Dry Density (g/cm³)2.58 to 2.632.60 to 2.6813030 : 1991
Specific Gravity (Min)≥ 2.75≥ 2.751124 : 1974
Water Absorption (%)≤ 0.50≤ 0.501124 : 1974
Porosity (%)1.02 to 2.501 to 21124 : 1974
Compressive Strength (kg/cm²)1000 to 15001300 to 22001121 (Part 1) : 1974
Tensile Strength (Min) (kg/cm²)≥ 90≥ 901121 (Part 3) : 1974
Shear Strength (kg/cm²)280 to 425300 to 5401121 (Part 4) : 1974
Hardness (Mohs)6 to 76 to 713630 (Part 13) : 1993
Ultrasonic Pulse Velocity (m/s)≥ 5000≥ 500013311 (Part 1) : 1992
Resistance to Wear (mm)≤ 2 avg, ≤ 2.5 max≤ 2 avg, ≤ 2.5 max
3General Requirements

IS 14223 Part 1 (1995) - General Requirements Summary

1. General Inspection (Clause 8.3)

  • Slabs selected per Table 2 (Clause 8.2) must be checked for:
    • General requirements
    • Dimensions
    • Finish
  • Any slab failing any requirement = defective.
  • Lot conformity if defective slabs ≤ permissible number (Table 2, col 3).

2. Sampling & Acceptance Criteria (Table 2)

Lot Size (No. of slabs)Sample Size (No. slabs)Permissible DefectivesSub-sample Size
Up to 100503
101 to 300803
301 to 5001206
501 to 10002016

3. Physical Properties of Granite (Table 1, Clause 5.1)

PropertyPink GraniteMulti/Grey GraniteTest IS Ref.
Moisture Content (%)≤ 0.15≤ 0.15IS 13030:1991
Dry Density (m/v)2.58 - 2.632.60 - 2.68IS 13030:1991
Specific Gravity≥ 2.75≥ 2.75IS 1124:1974
Water Absorption (%)≤ 0.50≤ 0.50IS 1124:1974
Porosity (%)1.02 - 2.501 - 2IS 1124:1974
Compressive Strength1000 - 1500 kg/cm²1300 - 2200 kg/cm²IS 1121 (Pt 1):1974
Tensile Strength≥ 90 kg
4Dimensions and Tolerances

IS 14223 Part 1: Dimensions and Tolerances for Granite Slabs

Key Specifications (Clause 4.1.1)

  • Shape: Rectangular or square slabs.
  • Dimensional Tolerances:
    • Length & Breadth: +2 mm
    • Thickness: ±1 mm
  • Surface Finish:
    • Top surface: Fine polished, no hollowness or spalling.
    • Bottom face: May be rough.
    • Joint faces: Dressed with top surface.

Rounding Off (General)

  • Follow IS 2:1960 for rounding test or analysis results.
  • Keep the same number of significant digits as specified.

Sampling & Defect Criteria (Clause 8.3, Table 2)

Lot Size (No. of slabs)Sample SizePermissible DefectivesSub-sample Size
Up to 100503
101 to 300803
301 to 5001206
501 to 10002016

Physical Properties (Table 1, Clause 5.1)

PropertyPink GraniteMulti-coloured/Grey GraniteIS Test Reference
Moisture Content (%)≤ 0.15≤ 0.15IS 13030:1991
Dry Density (g/cm³)2.58 to 2.632.60 to 2.68IS 13030:1991
Specific Gravity≥ 2.75≥ 2.75IS 1124:1974
Water Absorption (%)≤ 0.50≤ 0.50IS 1124:1974
Compressive Strength1000 - 1500 kg/cm²1300 - 2200 kg/cm²IS 1121 (Part 1):1974
5Physical Properties

IS 14223 Part 1 - Physical Properties of Granite (Clause 5.1 & Table 1)

PropertyPink GraniteMulti-coloured & Grey GranitesTest Method (IS)
Moisture Content (%)≤ 0.150 to 0.15IS 13030:1991
Dry Density (m/v)2.58 to 2.632.60 to 2.68IS 13030:1991
Specific Gravity (Min)≥ 2.75≥ 2.75IS 1124:1974
Water Absorption (%)≤ 0.50≤ 0.50IS 1124:1974
Porosity (%)1.02 to 2.501 to 2IS 1124:1974
Compressive Strength (kg/cm²)1000 to 15001300 to 2200IS 1121 (Part 1):1974
Tensile Strength (Min)≥ 90≥ 90IS 1121 (Part 3):1974
Shear Strength (kg/cm²)280 to 425300 to 540IS 1121 (Part 4):1974
Hardness (Mohs)6 to 76 to 7IS 13630 (Part 13):1993
Hardness (Schmidt)80 to 10085 to 110IS 12608:1989
Hardness (Shore)50 to 6046 to 61IS 12608:1989
Ultrasonic Pulse Velocity (m/s)≥ 5000≥ 5000IS 13311 (Part 1):1992
Resistance to Wear (mm)Avg ≤
6Surface Finish and Polishing

IS 14223 Part 1: Surface Finish and Polishing of Polished Granite

Key Specifications:

  • Surface Finish (Clause 6.1):

    • Granite surface must have a mirror finish without any hairline cracks.
    • Polish quality checked using a glassometer.
    • Minimum polish value: 95% reflectance.
  • Dimensional Tolerances (Clause 4.1.1):

    • Slabs are rectangular/square.
    • Length & breadth tolerance: ±2 mm.
    • Thickness tolerance: ±1 mm.
    • Top surface: finely polished, no hollowness or spalling.
    • Bottom face may be rough.

Testing:

  • Glassometer Test:
    • Measures reflectance % of polished surface.
    • Ensures surface glossiness and quality.

Summary Table:

ParameterRequirement
Surface FinishMirror finish, no hairline cracks
Polish Reflectance≥ 95% (Glassometer reading)
Length/Breadth Tolerance± 2 mm
Thickness Tolerance± 1 mm
Surface QualityNo hollowness/spalling on top
flowchart LR
    A[Granite Slab] --> B[Check Dimensions]
    B -->|Length & Breadth ±2 mm| C[Accept/Reject]
    B -->|Thickness ±1 mm| C
    A --> D[Polish Surface]
    D --> E[Glassometer Test]
    E -->|≥95% Reflectance| F[Accept]
    E -->|<95% Reflectance| G[Reject]

This ensures polished granite meets aesthetic and dimensional standards per IS 14223 Part 1.

7Marking and Certification

IS 14223 Part 1: Marking and Certification Key Points

  • Manufacturer's Marking (Clause 7.1):
    Slabs must be marked suitably with the manufacturer's identification mark or initials for traceability.

  • BIS Standard Mark (Clause 7.2):
    Products may carry the BIS Standard Mark, subject to licensing under the Bureau of Indian Standards Act, 1986.

    • Use of the Standard Mark is regulated by BIS rules and requires a license.
    • Details on licensing conditions are available from BIS.
  • Rounding Off Results (Clause None):
    Test or analysis results must be rounded per IS 2:1960 rules:

    • Retain the same number of significant places as specified in the standard.
    • Ensures uniformity in reporting compliance.

Summary Table

AspectRequirementReference
Manufacturer's MarkingMark slabs with manufacturer IDClause 7.1
BIS Standard MarkUse governed by BIS licensingClause 7.2, 7.2.1
Rounding OffFollow IS 2:1960 for numerical roundingClause None

For licensing and Standard Mark usage, consult the Bureau of Indian Standards directly.

8Sampling and Testing

IS 14223 Part 1: Sampling and Testing Key Points

Sampling (Clause 8.2 & Table 2)

Number of Slabs in LotSample Size (No. of Slabs)Permissible DefectivesSub-sample Size
Up to 100503
101 to 300803
301 to 5001206
501 to 10002016
  • Defective slabs: Any slab failing in general requirements, dimensions, or finish is defective.
  • Lot conformity: Number of defectives ≤ permissible defectives.

Testing Specifications (Table 1: Physical Properties of Granite)

PropertyPink GraniteMulti/Grey GraniteTest Method (IS)
Moisture Content (%)≤ 0.15≤ 0.15IS 13030:1991
Dry Density (m/v)2.58 - 2.632.60 - 2.68IS 13030:1991
Specific Gravity≥ 2.75≥ 2.75IS 1124:1974
Water Absorption (%)≤ 0.50≤ 0.50IS 1124:1974
Porosity (%)1.02 - 2.501 - 2IS 1124:1974
Compressive Strength (kg/cm²)1000 - 15001300 - 2200IS 1121 (Part 1):1974
Tensile Strength (min)90 kg/cm²90 kg/cm²IS 1121 (Part 3):1974
Shear Strength (kg/cm²)280 - 425300 - 540IS 1121 (Part
Annex AList of Referenced Indian Standards

IS 14223 Part 1 (1995) primarily references other Indian Standards relevant to polished building stones. While it does not provide direct formulas or tables, key points include:

  • Rounding Off: Follow IS 2:1960 for rounding test results, retaining the same significant figures as the specified values.
  • Referenced Indian Standards typically include:
    • IS 1121: Methods of test for building stones.
    • IS 1123: Code of practice for selection of stones.
    • IS 2386: Methods of test for aggregates (relevant for stone properties).
    • IS 383: Specification for coarse and fine aggregates.
    • IS 1138: Code of practice for construction of stone masonry.

These standards provide detailed test methods, specifications, and quality criteria for building stones.

Summary Table of Commonly Referenced IS Codes in Stone Standards

IS CodeTitlePurpose
IS 2Rules for rounding off numerical valuesStandard rounding procedure
IS 1121Methods of test for building stonesPhysical and mechanical tests
IS 1123Code of practice for selection of stonesGuidelines for stone selection
IS 2386Methods of test for aggregatesAggregate testing procedures
IS 383Specification for coarse and fine aggregatesAggregate quality specifications
IS 1138Code of practice for stone masonryConstruction guidelines

For detailed formulas or test procedures, refer directly to these IS codes.

flowchart LR
    A[IS 14223 Part 1] --> B[IS 2: Rounding Rules]
    A --> C[IS 1121: Test Methods]
    A --> D[IS 1123: Stone Selection]
    A --> E[IS 2386: Aggregate Tests]
    A --> F[IS 383: Aggregate Specs]
    A --> G[IS 1138: Stone Masonry]
Annex BCommittee Composition

IS 14223 Part 1: Committee Composition & Sampling Specifications

Committee Composition (Annex B)

  • Chairman: Dr. V. M. Sharma (Central Soil & Materials Research Station, New Delhi)
  • Members: Representatives from:
    • Builders Association of India
    • Delhi Marble Dealers Association
    • Central Public Works Department
    • Ministry of Surface Transport
    • Directorate of Mines and Geology (Rajasthan)
    • Army Headquarters Engineering Branch
    • Geological Survey of India
    • Various State PWDs
    • Indian Institute of Technology, Bombay
    • Central Building Research Institute, Roorkee
    • Indian Bureau of Mines, Nagpur
    • BIS Director (Ex-officio)
  • Includes alternates for most members ensuring continuity.

Sampling & Conformity (Clause 8.2, Table 2)

Lot Size (Number of Slabs)Sample SizePermissible DefectivesSub-sample Size
Up to 100503
101 to 300803
301 to 5001206
501 to 10002016
  • Physical Properties Testing (Clause 8.4): Sub-sample tested; lot passes if no slab fails.

Related IS References for Testing:

  • IS 1121 (Parts 1,3,4): Strength properties (compressive, tensile, shear)
  • IS 1124: Water absorption, porosity
  • IS 1706: Abrasion resistance
  • IS 4905: Random sampling
  • IS 13630 (Part 13): Scratch hardness

flowchart TD
    A[Lot of Slabs] --> B[Select Sample Size as per Table 2]
    B --> C[Check Dimensions, Finish]
    C -->|Pass| D[Select Sub-sample for Physical Tests]
    D --> E{Any Failures?}
    E -->|No| F[Lot Accepted]
    E -->|Yes| G[Lot Rejected]

This ensures strict quality control via representative sampling and expert committee oversight

Popular Questions About IS 14223 Part 1

?What are the acceptable physical properties for polished granite under IS 14223 Part 1?

Under IS 14223 Part 1 (1995), the acceptable physical properties for polished granite are as follows (see Table 1, Clause 5.1):

PropertyPink GraniteMulti-coloured & Grey GraniteTest Method (IS)
Moisture content (%)Max 0.15Max 0.15IS 13030:1991
Dry density (Mg/m³)2.58 to 2.632.60 to 2.68IS 13030:1991
Specific gravity (Min)2.752.75IS 1124:1974
Water absorption (%)Max 0.50Max 0.50IS 1124:1974
Porosity (%)1.02 to 2.501 to 2IS 1124:1974
Compressive strength (kg/cm²)1000 to 15001300 to 2200IS 1121 (Part 1):1974
Tensile strength (Min kg/cm²)9090IS 1121 (Part 3):1974
Shear strength (kg/cm²)280 to 425300 to 540IS 1121 (Part 4):1974
Hardness (Mohs scale)6 to 76 to 7IS 13630 (Part 13):1993
Hardness (Schmidt No.)80 to 10085 to 110IS 12608:1989
Hardness (Shore No.)50 to 6046 to 61IS 12608:1989
Ultrasonic pulse velocity (m/s)Min 5000Min 5000IS 13311 (Part 1):1992
Resistance to wear (mm)Avg ≤ 2, Max 2.
?How are the dimensions and tolerances specified for granite slabs?

Dimensions and Tolerances for Granite Slabs (IS 14223 Part 1:1995)

  • Shape: Slabs shall be rectangular or square.
  • Length & Breadth Tolerance: ± 2 mm.
  • Thickness Tolerance: ± 1 mm.
  • Surface Finish:
    • Top surface: Fine polished, mirror finish with polish ≥ 95% (checked by glassometer).
    • Bottom face: May be rough.
    • Joint faces: Dressed with the top surface, free from hollowness and spalling.
  • Defective Slabs: Any slab failing in dimensions, finish, or general requirements is defective. Lot acceptance depends on permissible defective numbers as per Table 2 (Clause 8.3).
DimensionTolerance
Length & Breadth± 2 mm
Thickness± 1 mm

This ensures uniformity, proper fitment, and aesthetic quality in granite slabs used in construction.

?What testing methods are prescribed for strength and hardness evaluation?

IS 14223 Part 1 prescribes the following test methods for strength and hardness evaluation of natural building stones (granite):

PropertyTest Method (Indian Standard)Reference Year
Compressive StrengthIS 1121 (Part 1): 19741974
Tensile StrengthIS 1121 (Part 3): 19741974
Shear StrengthIS 1121 (Part 4): 19741974
Hardness (Mohs scale)IS 13630 (Part 13): 19931993
Hardness (Schmidt & Shore)IS 12608: 19891989
Ultrasonic Pulse Velocity (Non-destructive)IS 13311 (Part 1): 19921992

Key Notes:

  • Sampling: Samples must be selected per Clause 8.1.1 for lot-wise testing.
  • Physical Properties: Moisture content, density, water absorption, and porosity tests are also specified (IS 13030, IS 1124).
  • Wear Resistance: IS 1706:1972 for abrasion resistance.

Summary of Strength Test Methods:

  • Compression: Apply load until failure; calculate strength = Load/Area.
  • Tension & Shear: Use standardized specimen shapes and apply respective loads.
  • Hardness: Mohs scratch test or Schmidt/ Shore hardness testers.
  • Ultrasonic Pulse Velocity: Measures velocity of ultrasonic waves to assess quality.
Loading diagram...

This ensures comprehensive evaluation of stone quality as per IS 14223 Part

?What types of imperfections are not permitted in granite slabs according to this standard?

According to IS 14223 Part 1 (1995), the following imperfections are NOT permitted in granite slabs:

  • Hairline cracks or joints
  • Flowers, moles, and knots (textural variations)
  • White and dark lines caused by segregation of light-colored or ferromagnesium minerals
  • Presence of deleterious minerals such as:
    • Pyrite
    • Marcasite
    • Biotite
    • Chlorite
    • Ilmenite

These imperfections affect the appearance, strength, structural integrity, and polish quality of granite slabs. The surface must have a mirror finish without any hairline cracks, with a polish quality of at least 95% as measured by a glassometer.


Summary Table of Not Permitted Imperfections

Imperfection TypeReason for Rejection
Hairline cracks/jointsStructural weakness and poor finish
Flowers, moles, knotsVisual/textural defects
White/dark segregation linesAesthetic inconsistency
Deleterious minerals (pyrite, etc.)Weathering damage, discoloration, poor polish

This ensures granite slabs meet high durability and aesthetic standards for construction use.

?How is the surface finish quality assessed and what are the polishing requirements?

Surface Finish Quality Assessment (IS 14223 Part 1):

  • The polished granite surface must have a mirror finish without any hairline cracks (Clause 6.1).
  • Surface polish is quantitatively measured using a glassometer, and the polish value shall be ≥ 95%.
  • The top surface must be finely polished; joint faces should be dressed without hollowness or spalling (Clause 4.1.1).
  • Bottom face may be rough; dimensional tolerances are ±2 mm (length/breadth) and ±1 mm (thickness).

Polishing Requirements:

  • Achieve a smooth, reflective surface free from cracks.
  • Use the glassometer instrument to verify polish quality.
  • Reject slabs failing the polish test or showing defects as per inspection criteria (Clause 8.3).

Summary Table for Surface Finish

ParameterRequirement
Surface finishMirror finish, no hairline cracks
Polish value (glassometer)≥ 95%
Dimensional toleranceLength/Breadth ± 2 mm, Thickness ± 1 mm
Bottom faceMay be rough
Top surfaceFine polished, no hollowness or spalling
Loading diagram...

This ensures high-quality polished granite suitable for architectural and structural applications.

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