quality tests on concrete

Following are the stages of quality tests

Production stage quality tests ( On fresh concrete before placing)

Hardened stage quality tests ( hardened concrete specimens)

On structures ( tests done on the structures )

Significance of Vee Bee Consistometer

The vee bee test decides the consistency and mobility of the fresh concrete and expressed in Vee- Bee seconds. As per IS: 1199 – 1959, it measures on the basis of the relative effort of the concrete to change its shape. This is the remoulding effort. The time for the complete remoulding is the workability of the concrete.

Apparatus used for Vee Bee Consistometer

The Vee – Bee Consistometer includes of

A vibrator table resting upon elastic supports

A metal pot

A sheet metal cone, open at both ends

A standard iron rod

The dimension of the vibrating table is 380 mm in length, 260 mm in width and height of 305 mm. Also, supporting the table there is a rubber shock absorber. Under the table, there is a vibrator that vibrates electrically. The dimension of the metal slump cone is 300mm height, 200 mm top diameter and 100 mm bottom diameter.

Test procedure

Initially fill the slump cone with four layers of concrete. Each layer should have a height of one – fourth of the cone.

After that tamp each layer 25 times using a standard tamping rod and strike uniformly.

Then after placing the final layer, remove the excess concrete on the top of the concrete.

Move and place the swivel arm attached to the glass disc on the top of the cone.

Now remove the cylindrical cone gradually in the vertical direction and note down the slump.

Then switch on the electrical vibrator and allow the concrete to spread.

The time taken by the concrete to spread uniformly is noted using the stop clock.

This time is expressed in vee bee seconds.

The time for the concrete to remould is the Vee-Bee seconds. The Vee Bee consistometer is an indirect measure of concrete workability. This method is suitable for concrete whose slump value cannot be determined. ie, for dry mixes. We can get direct result through this method.

Compaction factor test is conducted to determine the workability of the concrete. Compaction factor test is a lab test and is generally conducted on concrete samples having very low workability.

Concrete is designed for a particular strength. The total structural stability is dependent on a good quality concrete. That is why quality control is one of the most important aspects taken into account during the production of concrete . A little variation in water to cement ratio, ingredient proportioning, increase in slump etc will have a major impact on the desired strength of the structure which in turn affects the structural stability.

Following are the stages of quality tests

Production stage quality tests ( On fresh concrete before placing)
Hardened stage quality tests ( hardened concrete specimens)
On structures ( tests done on the structures )

Production stage quality tests to determine workability of fresh concrete

Slump test
Compaction Factor test
Vee- Bee Test
Kelly ball test
Flow table test

This article is about Compaction factor test.

Significance of compaction factor test

Concrete is designed for a strength. The total structural stability is dependent on the concrete quality and strength. Because of that, the concrete quality has to be controlled and ensured in the production stage. Even marginal variations in water to cement ratio, ingredient proportioning, increase in a slump, etc. tend to impact the desired concrete strengths.

Compaction factor test.

Compaction test is for determining the workability of concrete. Workability of concrete is defined as the ease and homogeneity with which a freshly mixed concrete or mortar can be mixed, placed, compacted and finished. Strictly, it is the amount of useful internal work necessary to produce 100% compaction.

Compaction factor test is developed by road research laboratory UK and is precise and accurate than slump test. The test is done when the concrete is to be compacted by vibration and continually fail to slump.

Also read : Bitumen – 9 lab tests on bitumen for flexible pavements.

Compaction Factor Test – Relevant IS code

IS: 1199- 1959

Apparatus used

**Dimensions of compacting factor apparatus**

Compacting factor apparatus
Cylindrical mould
Hand scoop
Trowel
Weighing machine

The figure shows the dimension of the hopper and the mould. The inside area of the hopper should be smooth. The apparatus is made of bronze or cast brass. At the lower ends of the hopper, there is a trap door with a 3mm thickness. A rigid frame attaches the hoppers and cylinder. After the completion of mixing, the test is conducted at a constant time interval.

Test procedure

Place the sample in the upper hopper of the apparatus using a hand scoop.
Fill the hopper with its brim level and open the trap door.
Then allow the concrete to fall into the lower hopper.
Immediately after the concrete rests, uncover the cylinder and open the lower trap door.
Cut off the excess amount of concrete above the cylinder using the trowel.
Then weigh the concrete in the cylinder nearest to 10g. This is the weight of partially compacted concrete.
Refill the cylinder with the same sample in the layers and the layer is heavily rammed or vibrated for full compaction.
Then weigh the fully compacted concrete and the weight of the empty cylinder.
Finally, Compute the compaction factor using the formula.

The compaction factor is the ratio of partially compacted concrete to fully compacted concrete.

Compaction factor = (W1 – W) / (W2 – W)

The compaction factor value varies from 0.7 to 0.95.

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Vee Bee Consistometer test – Workability of concrete