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.
Overview
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.
Audience
Contents
Structure
IS 5640: Scope Key Points
| Apparatus | Diameter (mm) | Depth (mm) | Thickness (mm) | Notes |
|---|---|---|---|---|
| Cylindrical metal measure (Clause 2.3) | 75 | 50 | - | Tared to nearest gram, rigid |
| Cylindrical steel cup (Clause 6.3) | 102 | 50 | ≥ 6.3 | Inner surface case-hardened, rigid fastening |
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.
IS 5640 - Apparatus Specifications Summary
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.
IS 5640: Preparation of Test Sample - Key Points
| Parameter | Dimension (mm) |
|---|---|
| Diameter | 102 |
| Depth | 50 |
| Thickness (min) | 6.3 |
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.
IS 5640: Test Procedure Key Points
Cylindrical steel cup:
Impact Testing Machine (Fig. 1)
| Parameter | Dimension (mm) | Notes |
|---|---|---|
| Diameter | 102 | Inner dimension |
| Depth | 50 | Inner depth |
| Thickness | ≥ 6.3 | Steel cup thickness |
| TUP Weight | 13.5 - 14.0 kg | Impact testing weight |
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.
IS 5640 Key Specifications & Formulas for Calculations
| Apparatus | Diameter (mm) | Depth (mm) | Thickness (mm) | Notes |
|---|---|---|---|---|
| Cylindrical Metal Measure (Clause 2.3) | 75 | 50 | Not specified | Tared to nearest gram, rigid |
| Cylindrical Steel Cup (Clause 6.3) | 102 | 50 | ≥ 6.3 | Inner surface case-hardened, removable |
[ 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)
[ 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.
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:
Rounding off of final values must comply with IS 2:1960 (Rules for rounding off numerical values).
| Parameter | Description | Unit |
|---|---|---|
| Weight of fines (C) | Fines formed during test | grams |
| Oven-dried sample weight (A) | Initial sample weight | grams |
| Aggregate Impact Value (AIV) | Mean of two test results (wet basis) | Percentage |
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.
IS 5640: Notes on Application and Modifications - Key Points
Apparatus Specifications (Clause 6.3):
Reporting Results (Clause 6.1):
General Notes:
| Parameter | Dimension |
|---|---|
| Diameter | 102 mm |
| Depth | 50 mm |
| Thickness | ≥ 6.3 mm |
[ \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.
Frequently Asked
Procedure to Prepare Aggregate Sample for Testing (IS 5640):
Sample Selection (Clause 3.1):
Filling the Measure (Clause 3.2):
Sieving and Washing (Clause 4.4):
Testing:
This procedure ensures a representative, oven-dried, and properly sized aggregate sample for accurate testing.
Impact Testing Machine Configuration and Operation (IS 5640)
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This setup ensures accurate, repeatable impact testing per IS 5640.
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.
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.
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:
The result is recorded to the first decimal place.
| Parameter | Description |
|---|---|
| (C) | Weight of fines after impact test |
| (A) | Oven-dried weight of sample |
| AIV (%) | (\frac{C}{A} \times 100) |
| Interpretation | Lower AIV = stronger aggregate |
This test also applies to soft coarse aggregates and brick aggregates as per the note.
Yes, IS 5640 test method for Aggregate Impact Value (AIV) can be applied to brick aggregates as well.
This method of test for aggregate impact value may also be equally applied to brick aggregates.
[ \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.
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This method ensures brick aggregates are tested under the same rigorous conditions as natural aggregates.
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