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Method of test for determining aggregate impact value of soft coarse aggregates

IS 5640:1970 specifies the method to determine the aggregate impact value (AIV) of soft coarse aggregates, such as laterite, kankar, and shale, used in road pavement bases and sub-bases. It provides a modified procedure to assess the mechanical strength of these aggregates under saturated conditions, ensuring suitability for construction where aggregates may lose strength when wet. This standard is essential for engineers evaluating the durability and impact resistance of soft coarse aggregates in infrastructure projects.

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Alternative search terms: IS 5640 PDF, IS 5640 pdf free download, IS 5640 free download pdf, IS5640 PDF, IS-5640 PDF, IS 5640 1970 PDF, IS 5640:1970 PDF, IS 5640-1970 PDF, IS 5640 (1970) PDF, IS 5640 1970 edition PDF, IS 5640 edition 1970 PDF

What This Standard Covers

IS 5640:1970 specifies the method to determine the aggregate impact value (AIV) of soft coarse aggregates, such as laterite, kankar, and shale, used in road pavement bases and sub-bases. It provides a modified procedure to assess the mechanical strength of these aggregates under saturated conditions, ensuring suitability for construction where aggregates may lose strength when wet. This standard is essential for engineers evaluating the durability and impact resistance of soft coarse aggregates in infrastructure projects.

Who Uses This Standard

  • Civil Engineers
  • Geotechnical Engineers
  • Road Construction Engineers
  • Materials Testing Laboratories
  • Quality Control Engineers
  • Pavement Design Specialists
  • Aggregate Suppliers

Key Topics Covered

Scope and application to soft coarse aggregates
Preparation of test samples
Description of impact testing machine and apparatus
Test procedure including sample compaction and hammer impact
Measurement of fines formed after impact
Calculation of aggregate impact value
Testing under saturated conditions
Reporting and rounding off results
Specifications for tamping rod and steel cup
Sample drying and conditioning
Number and frequency of hammer blows
Applicability to brick aggregates

Table of Contents

1Scope

IS 5640: Scope Key Points

  • Scope: The standard is formulated with inputs from Road Research Monograph No. 5 by Central Road Research Institute, New Delhi. It covers apparatus and procedures related to aggregate impact value testing.

Apparatus Specifications

ApparatusDiameter (mm)Depth (mm)Thickness (mm)Notes
Cylindrical metal measure (Clause 2.3)7550-Tared to nearest gram, rigid
Cylindrical steel cup (Clause 6.3)10250≥ 6.3Inner surface case-hardened, rigid fastening

Reporting (Clause 6.1)

  • Report the mean of two test results as the Aggregate Impact Value (wet).

Summary

  • The standard defines apparatus dimensions for consistent testing.
  • Emphasizes rigidity and precision in measuring tools.
  • Uses mean values for reporting impact resistance of aggregates.
flowchart LR
    A[Aggregate Sample] --> B[Cylindrical Metal Measure (75x50mm)]
    B --> C[Impact Testing in Steel Cup (102x50mm, ≥6.3mm thick)]
    C --> D[Record Two Results]
    D --> E[Calculate Mean]
    E --> F[Report Aggregate Impact Value (Wet)]

This ensures uniformity and reliability in testing aggregate toughness per IS 5640.

2Apparatus

IS 5640 - Apparatus Specifications Summary

1. Cylindrical Metal Measure (Clause 2.3)

  • Material: Metal, rigid to withstand rough use.
  • Tare Accuracy: Nearest gram.
  • Internal Dimensions:
    • Diameter = 75 mm
    • Depth = 50 mm

2. Cylindrical Steel Cup (Clause 6.3)

  • Material: Steel, case-hardened inner surface.
  • Thickness: Minimum 6.3 mm
  • Internal Dimensions:
    • Diameter = 102 mm
    • Depth = 50 mm
  • Feature: Can be rigidly fastened at the base center and easily removed for emptying.

3. Impact Testing Machine (Clause 2.1)

  • Total Weight: 45 to 60 kg.
  • Base Weight: 22 to 30 kg.
  • Base Surface: Plane lower surface ≥ 30 cm diameter.
  • Support: Mounted on a level concrete/stone block ≥ 45 cm thick, fixed to prevent rocking.

Visual Summary of Apparatus Dimensions:

graph TD
  A[Cylindrical Metal Measure] -->|Diameter 75 mm| D1[75 mm]
  A -->|Depth 50 mm| D2[50 mm]

  B[Cylindrical Steel Cup] -->|Diameter 102 mm| D3[102 mm]
  B -->|Depth 50 mm| D4[50 mm]
  B -->|Thickness ≥ 6.3 mm| T1[6.3 mm]

  C[Impact Testing Machine] -->|Weight 45-60 kg| W1[45-60 kg]
  C -->|Base Weight 22-30 kg| W2[22-30 kg]
  C -->|Base Diameter ≥ 30 cm| D5[≥ 30 cm]
  C -->|Support Block ≥ 45 cm thick| S1[≥ 45 cm]

This concise summary covers key apparatus dimensions and specifications per IS 5640.

3Preparation of Test Sample

IS 5640: Preparation of Test Sample - Key Points

1. Test Sample Preparation (Clause 3.1)

  • Aggregate size: Passes 12.5 mm IS Sieve, retained on 10 mm IS Sieve.
  • Drying: Oven dry at 105–110°C for 4 hours or until constant weight.
  • Cooling: Cool before testing.

2. Test Sample Weight (Clause 13.5)

  • Typical Weight: 13.5 to 14.0 kg.

3. Apparatus Specifications (Clause 6.3)

  • Cylindrical Steel Cup:
    • Internal diameter: 102 mm
    • Depth: 50 mm
    • Thickness: ≥ 6.3 mm
    • Inner surface: Case-hardened
    • Must be rigidly fastened and easily removable.

Summary Table: Steel Cup Dimensions

ParameterDimension (mm)
Diameter102
Depth50
Thickness (min)6.3

Notes:

  • The case-hardened inner surface improves durability and repeatability.
  • Sample preparation ensures uniformity and reproducibility of mechanical tests on aggregates.
flowchart TD
    A[Aggregate Sample] --> B[Pass 12.5 mm sieve]
    B --> C[Retain on 10 mm sieve]
    C --> D[Dry at 105-110°C for 4 hrs]
    D --> E[Cool sample]
    E --> F[Fill case-hardened steel cup]
    F --> G[Conduct mechanical test]

This ensures compliance with IS 5640 for reliable aggregate testing.

4Test Procedure

IS 5640: Test Procedure Key Points

Apparatus (Clause 6.3)

  • Cylindrical steel cup:

    • Diameter: 102 mm
    • Depth: 50 mm
    • Thickness: ≥ 6.3 mm
    • Inner surface: Case-hardened
    • Rigidly fastened at center base, removable for emptying
  • Impact Testing Machine (Fig. 1)

    • TUP weight: 13.5 - 14.0 kg
    • Case-hardened surface contact

Test Sample Preparation (Clause 3)

  • Follow specified mechanical properties methods for aggregates (Part IV)
  • Ensure sample fits apparatus dimensions

Reporting Results (Clause 0.4)

  • Round off final values as per IS 2-1960 rules

Summary Table: Apparatus Dimensions

ParameterDimension (mm)Notes
Diameter102Inner dimension
Depth50Inner depth
Thickness≥ 6.3Steel cup thickness
TUP Weight13.5 - 14.0 kgImpact testing weight

Rounding Off (IS 2-1960)

  • Round final numerical values according to IS 2-1960 standard rounding rules.
flowchart TD
    A[Test Sample Preparation] --> B[Place in Steel Cup]
    B --> C[Impact Testing Machine Setup]
    C --> D[Perform Impact Test]
    D --> E[Record Observed Values]
    E --> F[Round off per IS 2-1960]
    F --> G[Report Test Results]

This concise overview covers essential apparatus specs, sample prep, and reporting per IS 5640.

5Calculations

IS 5640 Key Specifications & Formulas for Calculations

  • Apparatus Dimensions:
ApparatusDiameter (mm)Depth (mm)Thickness (mm)Notes
Cylindrical Metal Measure (Clause 2.3)7550Not specifiedTared to nearest gram, rigid
Cylindrical Steel Cup (Clause 6.3)10250≥ 6.3Inner surface case-hardened, removable
  • Rounding Off Results:
    • Follow IS 2-1960 for rounding off final values (observed or calculated).

Additional Calculation Notes (Based on Engineering Practice)

  • Volume of Cylinder (for capacity checks):

[ V = \pi \times \left(\frac{d}{2}\right)^2 \times h ]

Where:
( d ) = diameter (mm)
( h ) = depth (mm)
( V ) = volume (mm³ or converted to ml/cm³)

  • Example: Volume of Measure (75 mm dia, 50 mm depth)

[ V = \pi \times (37.5)^2 \times 50 \approx 220,893 \text{ mm}^3 = 220.9 \text{ ml} ]


flowchart LR
    A[Start: Select Apparatus] --> B{Measure or Cup?}
    B -->|Measure| C[Use 75 mm dia, 50 mm depth]
    B -->|Cup| D[Use 102 mm dia, 50 mm depth, ≥6.3 mm thick]
    C --> E[Calculate Volume]
    D --> E
    E --> F[Perform Test]
    F --> G[Round off results per IS 2-1960]
    G --> H[Report Results]

This concise summary integrates IS 5640 apparatus specs and calculation essentials for test preparation and reporting.

6Reporting of Results

IS 5640: Reporting of Results - Key Points

  • Aggregate Impact Value (AIV) (Wet) is reported as the mean of two test results (Clause 6.1).

  • Formula for Aggregate Impact Value (AIV):

    [ \text{AIV} = \frac{C}{A} \times 100 ]

    where:

    • (C) = Weight of fines formed (in grams)
    • (A) = Weight of oven-dried sample (in grams)
  • Rounding off of final values must comply with IS 2:1960 (Rules for rounding off numerical values).


Summary Table for Reporting

ParameterDescriptionUnit
Weight of fines (C)Fines formed during testgrams
Oven-dried sample weight (A)Initial sample weightgrams
Aggregate Impact Value (AIV)Mean of two test results (wet basis)Percentage

Reporting Steps

  1. Perform two tests on the aggregate sample.
  2. Calculate AIV for each test using the formula.
  3. Report the mean of the two AIV results.
  4. Round off as per IS 2:1960.
flowchart TD
    A[Start: Test Aggregate Sample] --> B[Measure weight of fines (C)]
    B --> C[Measure oven-dried sample weight (A)]
    C --> D[Calculate AIV = (C/A) * 100]
    D --> E{Two tests completed?}
    E -- No --> A
    E -- Yes --> F[Calculate mean of two AIV values]
    F --> G[Round off as per IS 2:1960]
    G --> H[Report Aggregate Impact Value (Wet)]

This ensures consistent, standardized reporting of aggregate impact values as per IS 5640.

AnnexNotes on Application and Modifications

IS 5640: Notes on Application and Modifications - Key Points

  1. Apparatus Specifications (Clause 6.3):

    • Cylindrical steel cup:
      • Internal Diameter = 102 mm
      • Depth = 50 mm
      • Thickness ≥ 6.3 mm
      • Inner surface case-hardened
      • Rigidly fastened at base center, removable for emptying
  2. Reporting Results (Clause 6.1):

    • Aggregate Impact Value (wet) = Mean of two test results
  3. General Notes:

    • Standard is based on Road Research Monograph No. 5 by Central Road Research Institute.
    • Apparatus and methods align with IS codes for mechanical properties of aggregates.
    • Numerical values should be rounded off as per IS rules.

Summary Table: Apparatus Dimensions

ParameterDimension
Diameter102 mm
Depth50 mm
Thickness≥ 6.3 mm

Formula for Aggregate Impact Value (AIV):

[ \text{AIV} = \frac{\text{Mean weight of fines passing 2.36 mm sieve}}{\text{Total weight of sample}} \times 100 ]


flowchart LR
    A[Start Test] --> B[Prepare Sample]
    B --> C[Place in Cylindrical Steel Cup]
    C --> D[Impact Test]
    D --> E[Weigh Fines Passing 2.36 mm Sieve]
    E --> F[Calculate AIV]
    F --> G[Report Mean of Two Results]
    G --> H[End]

For detailed testing procedure and apparatus setup, refer to Clause 2.0 and Clause 6.3 of IS 5640.

Popular Questions About IS 5640

?What is the procedure to prepare the aggregate sample for testing?

Procedure to Prepare Aggregate Sample for Testing (IS 5640):

  1. Sample Selection (Clause 3.1):

    • Use aggregate passing 12.5 mm IS sieve and retained on 10 mm IS sieve.
    • Oven dry the aggregate at 105–110°C for 4 hours until weight is constant.
    • Cool the sample before further use.
  2. Filling the Measure (Clause 3.2):

    • Fill the measure about one-third full with the dried aggregate.
    • Tamp with 25 strokes using the rounded end of the tamping rod.
    • Add another one-third quantity and tamp again (25 strokes).
    • Fill to overflowing, tamp 25 times, and strike off surplus.
    • Weigh to nearest gram (Weight A).
  3. Sieving and Washing (Clause 4.4):

    • Remove aggregate, sieve on 2.36 mm IS sieve.
    • Wash until no significant material passes in 1 minute.
    • Oven dry the retained fraction at 105–110°C to constant weight (Weight B).
    • Calculate passing fraction:
      [ \text{Weight C} = \text{Weight A} - \text{Weight B} ]
  4. Testing:

    • Perform duplicate tests using Weight A.

This procedure ensures a representative, oven-dried, and properly sized aggregate sample for accurate testing.

?How is the impact testing machine configured and operated?

Impact Testing Machine Configuration and Operation (IS 5640)

  • Machine Weight: Total between 45 kg and 60 kg.
  • Base: Metal base weighing 22–30 kg, with a flat lower surface diameter ≥ 30 cm.
  • Support: Mounted on a level, plane concrete/stone block or floor ≥ 45 cm thick; fixed or supported on a metal plate to prevent rocking.
  • Hammer: Weight between 13.5–14.0 kg (TUP type), with case-hardened cylindrical steel cup inner surfaces.
  • Hammer Drop: Free fall from 380 ± 5 mm height, adjustable within ±5 mm.
  • Alignment: Hammer guide columns must be vertical; machine rests rigidly without wedging.
  • Additional Features: Means to support hammer during cup changes and optional automatic blow count recording.

Operation Summary

  1. Place machine on level plate/block.
  2. Ensure vertical hammer guides.
  3. Raise hammer to specified height.
  4. Release hammer to fall freely onto specimen.
  5. Record impact energy absorbed.
Loading diagram...

This setup ensures accurate, repeatable impact testing per IS 5640.

?What modifications does this standard include for testing soft aggregates under saturated conditions?

IS 5640 modifies the standard aggregate impact value (AIV) test (per IS 2386 Part IV) specifically for soft aggregates (e.g., laterite, kankar, shale) that lose strength when wet.

Key Modifications for Testing Under Saturated Conditions:

  • Saturation of Sample: Instead of testing dry aggregates, the sample is fully saturated with water before testing to simulate field wet conditions.
  • Purpose: This reflects the actual weakened state of soft aggregates in road bases/sub-bases when exposed to moisture.
  • Sample Preparation: The aggregate is soaked in water for a specified period to ensure saturation prior to impact testing.
  • Test Procedure: The impact test is then conducted on this saturated sample to determine the Aggregate Impact Value under saturated conditions.

This approach provides a more realistic measure of mechanical strength for soft aggregates used in pavement layers prone to moisture exposure.

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Summary: IS 5640 adapts the AIV test to include a saturation step, ensuring the impact value reflects the reduced strength of soft aggregates under wet conditions.

?How is the Aggregate Impact Value calculated and interpreted?

Aggregate Impact Value (AIV) Calculation - IS 5640

According to Clause 5.1 of IS 5640:

  • Aggregate Impact Value (AIV) is the percentage ratio of the weight of fines formed to the total oven-dried sample weight.

  • Formula:

    [ \text{AIV} = \left(\frac{C}{A}\right) \times 100 ]

    Where:

    • (C) = weight of fines passing through 2.36 mm sieve after impact test (oven-dried)
    • (A) = total weight of oven-dried sample before test
  • The result is recorded to the first decimal place.


Interpretation:

  • Lower AIV (%) indicates better resistance to impact and tougher aggregates.
  • Typical limits for aggregates in concrete:
    • Good quality: AIV < 30%
    • Moderate quality: 30% - 35%
    • Poor quality: > 35%

Summary:

ParameterDescription
(C)Weight of fines after impact test
(A)Oven-dried weight of sample
AIV (%)(\frac{C}{A} \times 100)
InterpretationLower AIV = stronger aggregate

This test also applies to soft coarse aggregates and brick aggregates as per the note.

?Can this test method be applied to brick aggregates as well?

Yes, IS 5640 test method for Aggregate Impact Value (AIV) can be applied to brick aggregates as well.

Key Points from IS 5640:

  • The note explicitly states:

    This method of test for aggregate impact value may also be equally applied to brick aggregates.

  • Sample size: aggregates passing 12.5 mm IS sieve and retained on 10 mm IS sieve.
  • Sample preparation: dried at 105 to 110°C until constant weight.
  • Filling and tamping procedure involves three layers, each tamped 25 times with a tamping rod.

Summary:

  • The test evaluates the mechanical strength of brick aggregates similarly to natural aggregates.
  • Useful for assessing suitability of brick aggregates in road bases/sub-bases.
  • Ensures consistent and comparable impact value results for brick aggregates.

Typical Aggregate Impact Value (AIV) formula:

[ \text{AIV} = \frac{\text{Weight of fines passing 2.36 mm sieve after impact}}{\text{Total weight of sample}} \times 100 ]

This percentage indicates the aggregate's resistance to sudden impact.

Loading diagram...

This method ensures brick aggregates are tested under the same rigorous conditions as natural aggregates.

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