IS 65791981AI Search Enabled✦ AI Generated

Coarse Aggregate for Water Bound Macadam

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.

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What This Standard Covers

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.

Who Uses This Standard

  • Civil Engineers
  • Road Construction Contractors
  • Material Suppliers
  • Quality Control Engineers
  • Geologists
  • Public Works Department Officials
  • Laboratory Technicians

Key Topics Covered

Types of coarse aggregates for WBM
Physical and mechanical properties
Size and grading requirements
Water absorption limits
Abrasion (Los Angeles) value criteria
Impact value and flakiness index
Sampling and conformity testing
Supplier certification and testing responsibilities
Use of natural rock, slag, and broken brick aggregates
Durability and hardness requirements
Standards for sub-base, base, and wearing courses
Procedures for independent testing

Table of Contents

1Scope

IS 6579 - Scope: Key Specifications & Tables

Scope (Clause 4.1)

  • Defines size and grading of coarse aggregates used in construction.
  • Aggregates grading must follow Table 1 based on IS 460 (Part I) - 1978 sieve designations.

Table 1: Size and Grading of Coarse Aggregates

Grading No.Sieve Size (mm)% Passing by Mass
1106100
7555 - 80
6325 - 60
37.50 - 15
190 - 5
275100
6390 - 100
5350 - 80
37.50 - 15
190 - 5
363100
5395 - 100
37.530 - 65
190 - 10
11.20 - 5

Additional Notes:

  • Applies to WBM aggregates for sub-base courses.
  • Includes requirements for abrasion value, impact value, flakiness index, and water absorption.
  • Rounding of test values per IS 2-1960.

Summary Diagram: Aggregate Grading Flow

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
2Types of Coarse Aggregates

IS 6579: Types of Coarse Aggregates – Key Specifications

1. Size and Grading (Clause 4.1, Table 1)

Grading No.Sieve Size (mm)% Passing by Mass
1106100
7555 to 80
6325 to 60
37.50 to 15
190 to 5
275100
6390 to 100
5350 to 80
37.50 to 15
190 to 5
363100
5395 to 100
37.530 to 65
190 to 10
11.20 to 5

2. Physical Requirements (Clause 3.1)

  • Aggregates must be hard, durable, and free from:
    • Excessive flat or elongated particles
    • Soft or disintegrated particles
    • Dirt or other impurities causing weakness

3. Notes

  • Grading may vary if aggregates are prone to degradation during rolling.
  • Sieve specifications per IS 460 (Part I)-1978.

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 -->
3Quality Requirements

IS 6579 - Quality Requirements for Coarse Aggregates

1. Size and Grading (Clause 4.1, Table 1)

Coarse aggregates must conform to the following sieve grading by mass (% passing):

Grading No.Sieve Size (mm)% Passing
1106100
7555 - 80
6325 - 60
37.50 - 15
190 - 5
275100
6390 - 100
5350 - 80
37.50 - 15
190 - 5
363100
5395 - 100
37.530 - 65
190 - 10
11.20 - 5

Note: For aggregates prone to degradation during rolling, grading may vary.


2. Physical Requirements - Soundness (Clause 5.5)

Aggregate soundness tested per IS 2386 (Part V)-1963:

  • Loss after 5 cycles sodium sulphate: ≤ 20%
  • Loss after 5 cycles magnesium sulphate: ≤ 30%

Note: Soundness testing is mandatory if aggregates undergo freeze-thaw cycles.


3. Sampling and Conformity (Clause 6.1)

  • Follow IS 2430-1969 for sampling procedure and conformity criteria.

Summary Diagram

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
4Size and Grading

IS 6579: Size and Grading of Coarse Aggregates

Key Table: Size and Grading (Clause 4.1)

Grading No.Sieve Size (mm)% Passing by Mass
1106100
7555 - 80
6325 - 60
37.50 - 15
190 - 5
275100
6390 - 100
5350 - 80
37.50 - 15
190 - 5
363100
5395 - 100
37.530 - 65
190 - 10
11.20 - 5

Notes:

  • Sieve designations follow IS 460 (Part I) - 1978 wire cloth test sieves.
  • For aggregates prone to degradation during rolling, grading limits may vary.
  • Aggregates must be free from dust, foreign matter, and underburnt particles (see IS 1077-1976 for brick aggregates).

Summary:

  • The grading number corresponds to specific sieve sizes and percent passing ranges.
  • Proper grading ensures durability, workability, and strength in concrete and road construction.
  • Use the table to verify aggregate size distribution compliance.
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
5Mechanical Properties

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:

Key Mechanical Property Tests:

  • Abrasion Value (Los Angeles Test): Indicates resistance to surface wear.
  • Impact Value: Measures toughness or resistance to sudden shock.
  • Flakiness Index: Indicates shape quality affecting strength.
  • Water Absorption: Should be low to ensure durability.

Relevant Specifications from IS 6579:

  • Grading of Coarse Aggregates (Table 1):
Grading No.Sieve Size (mm)% Passing by Mass
1106100
7555 - 80
6325 - 60
37.50 - 15
190 - 5
275100
6390 - 100
5350 - 80
37.50 - 15
190 - 5
363100
5395 - 100
37.530 - 65
190 - 10
11.20 - 5

Mechanical Property Formulas (General):

  • 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%

6Sampling and Conformity

IS 6579: Sampling and Conformity Key Points

1. Sampling Procedure & Conformity Criteria

  • Refer IS 2430-1969 for detailed sampling methods and conformity criteria of aggregates.
  • Sampling must be representative of the batch to ensure test validity.

2. Soundness Requirements (IS 2386 Part V)

  • Sodium sulfate test (5 cycles): Max 20% loss
  • Magnesium sulfate test (5 cycles): Max 30% loss
  • Soundness test required only if aggregates undergo freeze-thaw cycles.

3. Cost of Tests (Clause 7.4)

ConditionCost borne by
Material non-compliantSupplier
Material compliantPurchaser

4. Size & Grading of Coarse Aggregates (Table 1, Clause 4.1)

Grading No.Sieve Size (mm)% Passing by Mass
1106100
7555 - 80
6325 - 60
37.50 - 15
190 - 5
275100
6390 - 100
5350 - 80
37.50 - 15
190 - 5

Summary Diagram: Sampling & Conformity Flow

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:

  • IS 2430-1969: Sampling & conformity
  • IS 2386 (Part V): Soundness test
  • IS 460 (Part I): Grading of aggregates

For precise test procedures, consult the respective

7Supplier's Certificate and Cost of Tests

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):

    ConditionCost borne by
    Material does not complySupplier
    Material compliesPurchaser
  • Sampling & Conformity:
    Follow IS 2430-1969 for sampling procedure and conformity criteria.

  • Testing Methods Referenced:

    • Specific gravity, density, voids, absorption, bulking (Part III)
    • Soundness (Part V)
    • Sampling methods for aggregates

Summary Diagram of Cost Responsibility

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.

Popular Questions About IS 6579

?What types of coarse aggregates are permitted for Water Bound Macadam under IS 6579?

According to IS 6579 (1981), Clause 2.1, the permitted types of coarse aggregates for Water Bound Macadam (WBM) are:

  • Crushed or broken rock
  • Crushed or broken slag
  • Broken brick aggregate

These aggregates form nearly three-fourths of the volume and mass of WBM and must meet minimum physical requirements to ensure durability and strength.

Key Points:

  • Aggregates must be hard, durable, and free from impurities.
  • Selection depends on availability and compliance with physical properties.
  • Proper gradation and size are essential for effective interlocking in WBM layers.
Loading diagram...

Use these materials as per IS 6579 to ensure a strong, stable WBM layer.

?What are the maximum allowable water absorption values for aggregates in different courses?

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.

Summary Table:

Course TypeFreezing/Thawing AreasOther 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.

?How is the abrasion value of aggregates tested and what are the acceptable limits?

Abrasion Value Test for Aggregates (IS 6579: Clause 5.1)

  • Test Method: Conducted as per IS 2386 (Part IV)-1963 using the Los Angeles Abrasion testing machine.
  • Procedure: Coarse aggregates are placed in a rotating drum with steel balls. The drum rotates for a specified number of revolutions, causing abrasion and impact on aggregates.
  • Measurement: The percentage wear (abrasion value) is calculated by comparing the weight loss of aggregates before and after the test.

Acceptable Limits of Abrasion Value:

ApplicationMax Abrasion Value (%)
Wearing Surface40
Base Course50
Sub-base Course60

Summary:

  • Lower abrasion value means higher resistance to wear.
  • Critical for surface layers subjected to traffic wear.
Loading diagram...

This ensures durable aggregates for different pavement layers per IS 6579.

?What grading and size requirements must coarse aggregates meet according to this standard?

According to IS 6579, the grading and size requirements for coarse aggregates are specified in Clause 4.1 and Table 1:

Grading & Size (Table 1 Summary):

Grading No.Sieve Size (mm)% Passing by Mass
1106100
7555 - 80
6325 - 60
37.50 - 15
190 - 5
275100
6390 - 100
5350 - 80
37.50 - 15
190 - 5
363100
5395 - 100
37.530 - 65
190 - 10
11.20 - 5

Additional Requirements:

  • Aggregates must be hard, durable, free from excessive flat, elongated, soft, or disintegrated particles.
  • Should be clean and free from dirt or other weaknesses (Clause 3.1).
  • For aggregates prone to degradation under rolling, grading may vary.

This ensures coarse aggregates are suitable for Water Bound Macadam (WBM) construction with controlled size distribution for strength and durability.

?What responsibilities does the supplier have regarding certification and testing of aggregates?

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:

    • If test results show non-compliance, the supplier bears the cost of tests.
    • If test results show compliance, the purchaser bears the cost.
  • 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.


Summary Table: Testing Cost Responsibility

Test ResultCost Bearer
Material Non-compliantSupplier
Material CompliantPurchaser

This ensures accountability and quality assurance in aggregate supply.

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