Aggregate Impact Value Test | Impact Test of Aggregate | Impact Value | AIV Test

What Is Aggregate Impact Value?

It is the ability of aggregates that resist sudden impact or shock load on it. Also, it can be defined as the resistance of aggregate to failure by impact load is known as the Impact Value of Aggregate.

The characteristic of any material to resist sudden impact is known as toughness. When we use aggregate in roads and pavement on which vehicular movement is done and there is a possibility of impact load on aggregate.

This impact load can break aggregate into smaller pieces and which results in the failure of roads and pavements.

Therefore, the aggregate used for such a proposal should have sufficient toughness to resist their disintegration due to the impact. This important property of aggregate is determined by the aggregate impact value test.

This resistance of aggregate may differ from resistance to gradual load which we measure in the crushing value test.

Importance of Impact Test on Aggregates

The impact test on aggregate is carried out to know the response of aggregates to different kinds of loads that the aggregates will be subjected to during their service life.

The need impact value test is used to measure the toughness of aggregates which is nothing but the ability of aggregates to resist the sudden loading or impact loading.

Finding out the impact resistance of aggregate is important because, during service life, the aggregates will be actually subjected to this type of load.

For example, aggregates will be subjected to impact after speed breaker, when the vehicle is moving on the undulating road, etc.

So, by AIV Test, we can find out the response of aggregates to sudden loading. If the result is satisfactory, we use those aggregates in pavement. If not, aggregates are rejected.

Read More: Aggregate Crushing Value Test – Procedure and Result

Objectives of Impact Value Test

This method of test is used to measure the impact value of aggregate use in the construction of Highway pavement and concrete structures.

Reference:- Aggregate impact value test IS Code is 2386 (Part 4) – 1963 PDF

Test Apparatus

1. Impact testing machine

2. The total weight of the machine used in the test is not more than 60kg or not less than 45 kg.

3. A steel cup shape as a cylinder usually has internal dimensions:

Diameter = 102mm

Depth = 50mm

Thickness = 6.3mm

4. 13.5 to 14 kg hammer with the end of cylindrical shape is used for the impact load:-

Diameter = 100mm

Length = 50mm

Chamfer at lower edge = 2mm

5. Sieves:- The following IS sieves are used

• 12.5mm
• 10mm
• 2.36mm

6. Measure

The cylinder was made with the steel used.

The following internal dimensions are:

• Diameter = 75mm
• Depth = 50mm

7. Tamping rod

A straight tamping rod made with the metal of circular c/s is used to tamp the aggregate. Rounded at the end.

The following are the dimension of the rod:

• Diameter = 10mm
• Length = 230mm

8. Balance

A balanced used for the weight measure is not less than 500 gm, or it is readable or its accuracy is up to 0.1gm.

9. Oven

The oven used for drying the aggregates is well ventilated or is thermostatically controlled to maintain the temperature in the oven from 100 to 110 °C.

Read More: Abrasion Test on Aggregate (Los Angeles Test)

Preparation of Aggregate Sample

• The aggregate uses for the sample are passed through the 12.5mm IS sieve and retained on the 10mm IS sieve.
• The aggregate which is retained on the 10mm sieve is dried in an oven for a time period of 4 hours at the oven temperature of 100 to 110º C.
• The cylindrical measure used for the collection sample filled about 1/3 full with the aggregates and it tamped 25 stokes with help of the rounded end of the tamping rod. Further similar 1/3 quantity of aggregates are filled in it and again 25 stokes are given. Then measure is finally filled to overflowing then apply 25 stokes again and the extra aggregates are removed from the measure with the help of the straight portion of the tamping rod.

The Procedure of Impact Test of Aggregate

• The impact machine is rest on a horizontal flat surface like the level plate, block, or floor without any packing. So, the application of a hammer is straight and vertical.
• The cup is fixed in a proper position on the base of the impact machine.
• Transfer aggregate sample from cylindrical measure to cut fitted in an impact test machine and apply 25 strokes of the rod to compact it.
• Then the hammer is lifted 380mm and falls on the upper surface of the aggregate which fills in the cup.
• A total of 15 blows are applied to the cup each delivered at an interval of not less than 1 second.
• The crushed aggregates are removed from the cup and the crushed sample is sieved from the 2.36mm IS sieve.
• Weight the fraction of sample passing through 2.36mm IS sieve accuracy up to 0.1 gm. (W1)
• Weight the fraction of sample retains on the 2.36mm IS sieve. ( weight W2)
• The total weight of the sample (W1 + W2) is less than the initial weight (weight W) by more than one gram than the result discarded.

Calculation

The aggregate impact value is the ratio of the weight of the fraction passing through 2.36 mm (weight W2) by the total weight of the sample (weight W1 + W2).

Aggregate Impact Value = (W2/ (W1+W2)) * 100

= 80 gm / 300 gm

= 26.67 (Impact Value)

Where,

                 W1= Weight of the fraction passing through a 2.36 mm IS sieve. (220 gm)

                 W2= Weight of sample retained on 2.36 mm IS sieves. (80 gm)

        W1+W2 = Total Weight of Sample (220 + 80 = 300 gm)

Result: The Aggregate Impact Value is _________.

Recommended Aggregate Impact Test Values

Aggregate Impact value	Nature
<20%	Exceptionally strong
10-20%	Strong
20-30%	Satisfy for surface course
>35%	Weak for surface course

Maximum Allowable Impact Value of Aggregate for Different Types of Pavements

Sr. No.	Types of Pavements	Aggregate Impact Values   (Max.)
1	Water Bound Macadam (WBM) Sub-Base Course	50
2	Cement Concrete, Base Course	45
3	i) WBM base course with bitumen surfacing	40
	ii) Built up- Spray grout, base course
4	Bituminous macadam, base course	35
5	i) WBM, surface Course ii) Buit-up spray grout, surface course iii) Bituminous penetration macadam iv) Bituminous macadam, binder Course v) Bitumen surface dressing vi) Bitumen carpet vii) Bituminous / Asphaltic concrete	30

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