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.
Overview
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.
Audience
Contents
Structure
| Lot Size (No. of Slabs) | Sample Size | Permissible Defectives | Sub-sample Size |
|---|---|---|---|
| Up to 100 | 5 | 0 | 3 |
| 101 to 300 | 8 | 0 | 3 |
| 301 to 500 | 12 | 0 | 6 |
| 501 to 1000 | 20 | 1 | 6 |
| Property | Pink Granite | Multi-coloured/Grey Granite | Test Standard |
|---|---|---|---|
| Moisture Content (%) | ≤ 0.15 | ≤ 0.15 | IS 13030:1991 |
| Dry Density (g/cm³) | 2.58 - 2.63 | 2.60 - 2.68 | IS 13030:1991 |
| Specific Gravity | ≥ 2.75 | ≥ 2.75 | IS 1124:1974 |
| Water Absorption (%) | ≤ 0.50 | ≤ 0.50 | IS 1124:1974 |
| Porosity (%) | 1.02 - 2.50 | 1 - 2 | IS 1124:1974 |
| Compressive Strength (kg/cm²) | 1000 - 1500 | 1300 - 2200 | IS 1121 (Part 1):1974 |
| Tensile Strength (kg/cm²) | ≥ 90 | ≥ |
IS 14223 Part 1: Key References, Tables & Specifications
| Property | Pink Granite | Multi-coloured/Grey Granite | Test Method (IS) |
|---|---|---|---|
| Moisture Content (%) | ≤ 0.15 | ≤ 0.15 | 13030 : 1991 |
| Dry Density (g/cm³) | 2.58 to 2.63 | 2.60 to 2.68 | 13030 : 1991 |
| Specific Gravity (Min) | ≥ 2.75 | ≥ 2.75 | 1124 : 1974 |
| Water Absorption (%) | ≤ 0.50 | ≤ 0.50 | 1124 : 1974 |
| Porosity (%) | 1.02 to 2.50 | 1 to 2 | 1124 : 1974 |
| Compressive Strength (kg/cm²) | 1000 to 1500 | 1300 to 2200 | 1121 (Part 1) : 1974 |
| Tensile Strength (Min) (kg/cm²) | ≥ 90 | ≥ 90 | 1121 (Part 3) : 1974 |
| Shear Strength (kg/cm²) | 280 to 425 | 300 to 540 | 1121 (Part 4) : 1974 |
| Hardness (Mohs) | 6 to 7 | 6 to 7 | 13630 (Part 13) : 1993 |
| Ultrasonic Pulse Velocity (m/s) | ≥ 5000 | ≥ 5000 | 13311 (Part 1) : 1992 |
| Resistance to Wear (mm) | ≤ 2 avg, ≤ 2.5 max | ≤ 2 avg, ≤ 2.5 max |
IS 14223 Part 1 (1995) - General Requirements Summary
| Lot Size (No. of slabs) | Sample Size (No. slabs) | Permissible Defectives | Sub-sample Size |
|---|---|---|---|
| Up to 100 | 5 | 0 | 3 |
| 101 to 300 | 8 | 0 | 3 |
| 301 to 500 | 12 | 0 | 6 |
| 501 to 1000 | 20 | 1 | 6 |
| Property | Pink Granite | Multi/Grey Granite | Test IS Ref. |
|---|---|---|---|
| Moisture Content (%) | ≤ 0.15 | ≤ 0.15 | IS 13030:1991 |
| Dry Density (m/v) | 2.58 - 2.63 | 2.60 - 2.68 | IS 13030:1991 |
| Specific Gravity | ≥ 2.75 | ≥ 2.75 | IS 1124:1974 |
| Water Absorption (%) | ≤ 0.50 | ≤ 0.50 | IS 1124:1974 |
| Porosity (%) | 1.02 - 2.50 | 1 - 2 | IS 1124:1974 |
| Compressive Strength | 1000 - 1500 kg/cm² | 1300 - 2200 kg/cm² | IS 1121 (Pt 1):1974 |
| Tensile Strength | ≥ 90 kg |
IS 14223 Part 1: Dimensions and Tolerances for Granite Slabs
| Lot Size (No. of slabs) | Sample Size | Permissible Defectives | Sub-sample Size |
|---|---|---|---|
| Up to 100 | 5 | 0 | 3 |
| 101 to 300 | 8 | 0 | 3 |
| 301 to 500 | 12 | 0 | 6 |
| 501 to 1000 | 20 | 1 | 6 |
| Property | Pink Granite | Multi-coloured/Grey Granite | IS Test Reference |
|---|---|---|---|
| Moisture Content (%) | ≤ 0.15 | ≤ 0.15 | IS 13030:1991 |
| Dry Density (g/cm³) | 2.58 to 2.63 | 2.60 to 2.68 | IS 13030:1991 |
| Specific Gravity | ≥ 2.75 | ≥ 2.75 | IS 1124:1974 |
| Water Absorption (%) | ≤ 0.50 | ≤ 0.50 | IS 1124:1974 |
| Compressive Strength | 1000 - 1500 kg/cm² | 1300 - 2200 kg/cm² | IS 1121 (Part 1):1974 |
IS 14223 Part 1 - Physical Properties of Granite (Clause 5.1 & Table 1)
| Property | Pink Granite | Multi-coloured & Grey Granites | Test Method (IS) |
|---|---|---|---|
| Moisture Content (%) | ≤ 0.15 | 0 to 0.15 | IS 13030:1991 |
| Dry Density (m/v) | 2.58 to 2.63 | 2.60 to 2.68 | IS 13030:1991 |
| Specific Gravity (Min) | ≥ 2.75 | ≥ 2.75 | IS 1124:1974 |
| Water Absorption (%) | ≤ 0.50 | ≤ 0.50 | IS 1124:1974 |
| Porosity (%) | 1.02 to 2.50 | 1 to 2 | IS 1124:1974 |
| Compressive Strength (kg/cm²) | 1000 to 1500 | 1300 to 2200 | IS 1121 (Part 1):1974 |
| Tensile Strength (Min) | ≥ 90 | ≥ 90 | IS 1121 (Part 3):1974 |
| Shear Strength (kg/cm²) | 280 to 425 | 300 to 540 | IS 1121 (Part 4):1974 |
| Hardness (Mohs) | 6 to 7 | 6 to 7 | IS 13630 (Part 13):1993 |
| Hardness (Schmidt) | 80 to 100 | 85 to 110 | IS 12608:1989 |
| Hardness (Shore) | 50 to 60 | 46 to 61 | IS 12608:1989 |
| Ultrasonic Pulse Velocity (m/s) | ≥ 5000 | ≥ 5000 | IS 13311 (Part 1):1992 |
| Resistance to Wear (mm) | Avg ≤ |
IS 14223 Part 1: Surface Finish and Polishing of Polished Granite
Surface Finish (Clause 6.1):
Dimensional Tolerances (Clause 4.1.1):
| Parameter | Requirement |
|---|---|
| Surface Finish | Mirror finish, no hairline cracks |
| Polish Reflectance | ≥ 95% (Glassometer reading) |
| Length/Breadth Tolerance | ± 2 mm |
| Thickness Tolerance | ± 1 mm |
| Surface Quality | No 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.
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.
Rounding Off Results (Clause None):
Test or analysis results must be rounded per IS 2:1960 rules:
| Aspect | Requirement | Reference |
|---|---|---|
| Manufacturer's Marking | Mark slabs with manufacturer ID | Clause 7.1 |
| BIS Standard Mark | Use governed by BIS licensing | Clause 7.2, 7.2.1 |
| Rounding Off | Follow IS 2:1960 for numerical rounding | Clause None |
For licensing and Standard Mark usage, consult the Bureau of Indian Standards directly.
IS 14223 Part 1: Sampling and Testing Key Points
| Number of Slabs in Lot | Sample Size (No. of Slabs) | Permissible Defectives | Sub-sample Size |
|---|---|---|---|
| Up to 100 | 5 | 0 | 3 |
| 101 to 300 | 8 | 0 | 3 |
| 301 to 500 | 12 | 0 | 6 |
| 501 to 1000 | 20 | 1 | 6 |
| Property | Pink Granite | Multi/Grey Granite | Test Method (IS) |
|---|---|---|---|
| Moisture Content (%) | ≤ 0.15 | ≤ 0.15 | IS 13030:1991 |
| Dry Density (m/v) | 2.58 - 2.63 | 2.60 - 2.68 | IS 13030:1991 |
| Specific Gravity | ≥ 2.75 | ≥ 2.75 | IS 1124:1974 |
| Water Absorption (%) | ≤ 0.50 | ≤ 0.50 | IS 1124:1974 |
| Porosity (%) | 1.02 - 2.50 | 1 - 2 | IS 1124:1974 |
| Compressive Strength (kg/cm²) | 1000 - 1500 | 1300 - 2200 | IS 1121 (Part 1):1974 |
| Tensile Strength (min) | 90 kg/cm² | 90 kg/cm² | IS 1121 (Part 3):1974 |
| Shear Strength (kg/cm²) | 280 - 425 | 300 - 540 | IS 1121 (Part |
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:
These standards provide detailed test methods, specifications, and quality criteria for building stones.
| IS Code | Title | Purpose |
|---|---|---|
| IS 2 | Rules for rounding off numerical values | Standard rounding procedure |
| IS 1121 | Methods of test for building stones | Physical and mechanical tests |
| IS 1123 | Code of practice for selection of stones | Guidelines for stone selection |
| IS 2386 | Methods of test for aggregates | Aggregate testing procedures |
| IS 383 | Specification for coarse and fine aggregates | Aggregate quality specifications |
| IS 1138 | Code of practice for stone masonry | Construction 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]
IS 14223 Part 1: Committee Composition & Sampling Specifications
| Lot Size (Number of Slabs) | Sample Size | Permissible Defectives | Sub-sample Size |
|---|---|---|---|
| Up to 100 | 5 | 0 | 3 |
| 101 to 300 | 8 | 0 | 3 |
| 301 to 500 | 12 | 0 | 6 |
| 501 to 1000 | 20 | 1 | 6 |
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
Frequently Asked
Under IS 14223 Part 1 (1995), the acceptable physical properties for polished granite are as follows (see Table 1, Clause 5.1):
| Property | Pink Granite | Multi-coloured & Grey Granite | Test Method (IS) |
|---|---|---|---|
| Moisture content (%) | Max 0.15 | Max 0.15 | IS 13030:1991 |
| Dry density (Mg/m³) | 2.58 to 2.63 | 2.60 to 2.68 | IS 13030:1991 |
| Specific gravity (Min) | 2.75 | 2.75 | IS 1124:1974 |
| Water absorption (%) | Max 0.50 | Max 0.50 | IS 1124:1974 |
| Porosity (%) | 1.02 to 2.50 | 1 to 2 | IS 1124:1974 |
| Compressive strength (kg/cm²) | 1000 to 1500 | 1300 to 2200 | IS 1121 (Part 1):1974 |
| Tensile strength (Min kg/cm²) | 90 | 90 | IS 1121 (Part 3):1974 |
| Shear strength (kg/cm²) | 280 to 425 | 300 to 540 | IS 1121 (Part 4):1974 |
| Hardness (Mohs scale) | 6 to 7 | 6 to 7 | IS 13630 (Part 13):1993 |
| Hardness (Schmidt No.) | 80 to 100 | 85 to 110 | IS 12608:1989 |
| Hardness (Shore No.) | 50 to 60 | 46 to 61 | IS 12608:1989 |
| Ultrasonic pulse velocity (m/s) | Min 5000 | Min 5000 | IS 13311 (Part 1):1992 |
| Resistance to wear (mm) | Avg ≤ 2, Max 2. |
Dimensions and Tolerances for Granite Slabs (IS 14223 Part 1:1995)
| Dimension | Tolerance |
|---|---|
| Length & Breadth | ± 2 mm |
| Thickness | ± 1 mm |
This ensures uniformity, proper fitment, and aesthetic quality in granite slabs used in construction.
IS 14223 Part 1 prescribes the following test methods for strength and hardness evaluation of natural building stones (granite):
| Property | Test Method (Indian Standard) | Reference Year |
|---|---|---|
| Compressive Strength | IS 1121 (Part 1): 1974 | 1974 |
| Tensile Strength | IS 1121 (Part 3): 1974 | 1974 |
| Shear Strength | IS 1121 (Part 4): 1974 | 1974 |
| Hardness (Mohs scale) | IS 13630 (Part 13): 1993 | 1993 |
| Hardness (Schmidt & Shore) | IS 12608: 1989 | 1989 |
| Ultrasonic Pulse Velocity (Non-destructive) | IS 13311 (Part 1): 1992 | 1992 |
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This ensures comprehensive evaluation of stone quality as per IS 14223 Part
According to IS 14223 Part 1 (1995), the following imperfections are NOT permitted in granite slabs:
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.
| Imperfection Type | Reason for Rejection |
|---|---|
| Hairline cracks/joints | Structural weakness and poor finish |
| Flowers, moles, knots | Visual/textural defects |
| White/dark segregation lines | Aesthetic inconsistency |
| Deleterious minerals (pyrite, etc.) | Weathering damage, discoloration, poor polish |
This ensures granite slabs meet high durability and aesthetic standards for construction use.
Surface Finish Quality Assessment (IS 14223 Part 1):
Polishing Requirements:
| Parameter | Requirement |
|---|---|
| Surface finish | Mirror finish, no hairline cracks |
| Polish value (glassometer) | ≥ 95% |
| Dimensional tolerance | Length/Breadth ± 2 mm, Thickness ± 1 mm |
| Bottom face | May be rough |
| Top surface | Fine polished, no hollowness or spalling |
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This ensures high-quality polished granite suitable for architectural and structural applications.
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