IS 6579:1981 specifies the requirements for coarse aggregates used in Water Bound Macadam (WBM) road construction, including natural rock, slag, and broken brick aggregates. It defines quality parameters such as size, grading, durability, water absorption, and mechanical properties to ensure aggregates are suitable for wearing surface, base, and sub-base courses. This standard is essential for civil engineers, contractors, and material suppliers involved in road construction and maintenance using WBM technology.
Overview
IS 6579:1981 specifies the requirements for coarse aggregates used in Water Bound Macadam (WBM) road construction, including natural rock, slag, and broken brick aggregates. It defines quality parameters such as size, grading, durability, water absorption, and mechanical properties to ensure aggregates are suitable for wearing surface, base, and sub-base courses. This standard is essential for civil engineers, contractors, and material suppliers involved in road construction and maintenance using WBM technology.
Audience
Contents
Structure
IS 6579 - Scope: Key Specifications & Tables
| Grading No. | Sieve Size (mm) | % Passing by Mass |
|---|---|---|
| 1 | 106 | 100 |
| 75 | 55 - 80 | |
| 63 | 25 - 60 | |
| 37.5 | 0 - 15 | |
| 19 | 0 - 5 | |
| 2 | 75 | 100 |
| 63 | 90 - 100 | |
| 53 | 50 - 80 | |
| 37.5 | 0 - 15 | |
| 19 | 0 - 5 | |
| 3 | 63 | 100 |
| 53 | 95 - 100 | |
| 37.5 | 30 - 65 | |
| 19 | 0 - 10 | |
| 11.2 | 0 - 5 |
flowchart TD
A[Coarse Aggregate] --> B{Select Grading No.}
B -->|1| C[Sieve Sizes: 106, 75, 63, 37.5, 19 mm]
B -->|2| D[Sieve Sizes: 75, 63, 53, 37.5, 19 mm]
B -->|3| E[Sieve Sizes: 63, 53, 37.5, 19, 11.2 mm
IS 6579: Types of Coarse Aggregates – Key Specifications
| Grading No. | Sieve Size (mm) | % Passing by Mass |
|---|---|---|
| 1 | 106 | 100 |
| 75 | 55 to 80 | |
| 63 | 25 to 60 | |
| 37.5 | 0 to 15 | |
| 19 | 0 to 5 | |
| 2 | 75 | 100 |
| 63 | 90 to 100 | |
| 53 | 50 to 80 | |
| 37.5 | 0 to 15 | |
| 19 | 0 to 5 | |
| 3 | 63 | 100 |
| 53 | 95 to 100 | |
| 37.5 | 30 to 65 | |
| 19 | 0 to 10 | |
| 11.2 | 0 to 5 |
This grading ensures proper particle size distribution for water bound macadam layers, contributing to strength and durability.
flowchart LR
A[Coarse Aggregates] --> B{Grading No.}
B -->|1| C[Max 106 mm, 55-80% pass 75 mm sieve]
B -->|2| D[Max 75 mm, 90-100% pass 63 mm sieve]
B -->|3| E[Max 63 mm, 95-100% pass 53 mm sieve]
C & D & E -->
IS 6579 - Quality Requirements for Coarse Aggregates
Coarse aggregates must conform to the following sieve grading by mass (% passing):
| Grading No. | Sieve Size (mm) | % Passing |
|---|---|---|
| 1 | 106 | 100 |
| 75 | 55 - 80 | |
| 63 | 25 - 60 | |
| 37.5 | 0 - 15 | |
| 19 | 0 - 5 | |
| 2 | 75 | 100 |
| 63 | 90 - 100 | |
| 53 | 50 - 80 | |
| 37.5 | 0 - 15 | |
| 19 | 0 - 5 | |
| 3 | 63 | 100 |
| 53 | 95 - 100 | |
| 37.5 | 30 - 65 | |
| 19 | 0 - 10 | |
| 11.2 | 0 - 5 |
Note: For aggregates prone to degradation during rolling, grading may vary.
Aggregate soundness tested per IS 2386 (Part V)-1963:
Note: Soundness testing is mandatory if aggregates undergo freeze-thaw cycles.
flowchart TD
A[Coarse Aggregate] --> B[Size & Grading (Table 1)]
A --> C[Soundness Test (IS 2386 Part V)]
A --> D[Sampling (IS 2430)]
B --> E[Grading No. 1, 2, 3]
C
IS 6579: Size and Grading of Coarse Aggregates
| Grading No. | Sieve Size (mm) | % Passing by Mass |
|---|---|---|
| 1 | 106 | 100 |
| 75 | 55 - 80 | |
| 63 | 25 - 60 | |
| 37.5 | 0 - 15 | |
| 19 | 0 - 5 | |
| 2 | 75 | 100 |
| 63 | 90 - 100 | |
| 53 | 50 - 80 | |
| 37.5 | 0 - 15 | |
| 19 | 0 - 5 | |
| 3 | 63 | 100 |
| 53 | 95 - 100 | |
| 37.5 | 30 - 65 | |
| 19 | 0 - 10 | |
| 11.2 | 0 - 5 |
flowchart LR
A[Coarse Aggregate] --> B{Grading No.}
B -->|1| C[Sieve sizes: 106, 75, 63, 37.5, 19 mm]
B -->|2| D[Sieve sizes: 75, 63, 53, 37.5, 19 mm]
B -->|3| E[Sieve sizes: 63, 53, 37.5, 19
IS 6579: Mechanical Properties - Key Specifications
Though IS 6579 primarily details physical requirements and grading of coarse aggregates (Clause 4.1, Table 1), mechanical properties relate to aggregate strength and durability, typically assessed by:
| Grading No. | Sieve Size (mm) | % Passing by Mass |
|---|---|---|
| 1 | 106 | 100 |
| 75 | 55 - 80 | |
| 63 | 25 - 60 | |
| 37.5 | 0 - 15 | |
| 19 | 0 - 5 | |
| 2 | 75 | 100 |
| 63 | 90 - 100 | |
| 53 | 50 - 80 | |
| 37.5 | 0 - 15 | |
| 19 | 0 - 5 | |
| 3 | 63 | 100 |
| 53 | 95 - 100 | |
| 37.5 | 30 - 65 | |
| 19 | 0 - 10 | |
| 11.2 | 0 - 5 |
Aggregate Impact Value (AIV)
[
\text{AIV} = \left(\frac{\text{Mass passing 2.36 mm sieve after impact}}{\text{Total sample mass}} \right) \times 100%
]
Aggregate Abrasion Value (LA Abrasion)
[
\text{Abrasion Value} = \left(\frac{\text{Loss in mass after abrasion test}}{\text{Original mass}} \right) \times 100%
1. Sampling Procedure & Conformity Criteria
2. Soundness Requirements (IS 2386 Part V)
3. Cost of Tests (Clause 7.4)
| Condition | Cost borne by |
|---|---|
| Material non-compliant | Supplier |
| Material compliant | Purchaser |
4. Size & Grading of Coarse Aggregates (Table 1, Clause 4.1)
| Grading No. | Sieve Size (mm) | % Passing by Mass |
|---|---|---|
| 1 | 106 | 100 |
| 75 | 55 - 80 | |
| 63 | 25 - 60 | |
| 37.5 | 0 - 15 | |
| 19 | 0 - 5 | |
| 2 | 75 | 100 |
| 63 | 90 - 100 | |
| 53 | 50 - 80 | |
| 37.5 | 0 - 15 | |
| 19 | 0 - 5 |
flowchart TD
A[Sampling as per IS 2430] --> B[Test Aggregates]
B --> C{Test Results}
C -->|Complies| D[Cost borne by Purchaser]
C -->|Does not comply| E[Cost borne by Supplier]
B --> F[Soundness Test (if freeze-thaw)]
F --> C
References:
For precise test procedures, consult the respective
IS 6579: Supplier's Certificate and Cost of Tests (Clause 7)
Supplier's Certificate (7.1):
Supplier must ensure material conforms to IS 6579 and provide a certificate of conformity upon request.
Material for Tests (7.3):
Supplier supplies test material free of charge.
Cost of Tests (7.4):
| Condition | Cost borne by |
|---|---|
| Material does not comply | Supplier |
| Material complies | Purchaser |
Sampling & Conformity:
Follow IS 2430-1969 for sampling procedure and conformity criteria.
Testing Methods Referenced:
flowchart TD
A[Material Tested] --> B{Compliance?}
B -- Yes --> C[Cost borne by Purchaser]
B -- No --> D[Cost borne by Supplier]
Note: For detailed test methods, refer to IS 2386 (Parts III & V) and IS 2430 for sampling.
Frequently Asked
According to IS 6579 (1981), Clause 2.1, the permitted types of coarse aggregates for Water Bound Macadam (WBM) are:
These aggregates form nearly three-fourths of the volume and mass of WBM and must meet minimum physical requirements to ensure durability and strength.
Loading diagram...
Use these materials as per IS 6579 to ensure a strong, stable WBM layer.
According to IS 6579 Clause 5.4, the maximum allowable water absorption of aggregates for different pavement courses is:
Wearing surface, base, and sub-base courses in freezing/thawing areas:
≤ 1.5%
Wearing surface, base, and sub-base courses in other areas:
≤ 2.0%
This ensures durability, especially in freeze-thaw conditions where lower absorption reduces frost damage risk.
| Course Type | Freezing/Thawing Areas | Other Areas |
|---|---|---|
| Wearing Surface | ≤ 1.5% | ≤ 2.0% |
| Base Course | ≤ 1.5% | ≤ 2.0% |
| Sub-base Course | ≤ 1.5% | ≤ 2.0% |
Note: Water absorption is tested as per IS 2386 (Part III) - 1963.
This criterion helps maintain aggregate integrity and pavement performance under environmental stresses.
Abrasion Value Test for Aggregates (IS 6579: Clause 5.1)
Acceptable Limits of Abrasion Value:
| Application | Max Abrasion Value (%) |
|---|---|
| Wearing Surface | 40 |
| Base Course | 50 |
| Sub-base Course | 60 |
Summary:
Loading diagram...
This ensures durable aggregates for different pavement layers per IS 6579.
According to IS 6579, the grading and size requirements for coarse aggregates are specified in Clause 4.1 and Table 1:
| Grading No. | Sieve Size (mm) | % Passing by Mass |
|---|---|---|
| 1 | 106 | 100 |
| 75 | 55 - 80 | |
| 63 | 25 - 60 | |
| 37.5 | 0 - 15 | |
| 19 | 0 - 5 | |
| 2 | 75 | 100 |
| 63 | 90 - 100 | |
| 53 | 50 - 80 | |
| 37.5 | 0 - 15 | |
| 19 | 0 - 5 | |
| 3 | 63 | 100 |
| 53 | 95 - 100 | |
| 37.5 | 30 - 65 | |
| 19 | 0 - 10 | |
| 11.2 | 0 - 5 |
This ensures coarse aggregates are suitable for Water Bound Macadam (WBM) construction with controlled size distribution for strength and durability.
According to IS 6579 Clause 7.1 and 7.4, the supplier's responsibilities regarding certification and testing of aggregates are:
Certification: The supplier must ensure that the aggregates conform to IS 6579 requirements and, if requested, provide a certificate of conformity to the purchaser or their representative.
Testing Costs:
Quality Assurance: Supplier must confirm aggregates are hard, durable, and free from defects (Clause 3.1).
Testing Methods: Tests include specific gravity, density, voids, absorption, bulking (Part III), and soundness (Part V) per IS 2386.
| Test Result | Cost Bearer |
|---|---|
| Material Non-compliant | Supplier |
| Material Compliant | Purchaser |
This ensures accountability and quality assurance in aggregate supply.
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