Experiment No. 8:
To perform the compacting factor test.
Scope & significance:
This test also gives the workability of concrete indirectly. This test is appropriate for concrete with the maximum aggregate size of 40mm.
Apparatus:
Apparatus consists of two hoppers each in the shape of frustum of a cone and one cylinder. The hoppers have hinge door at the bottom and all the surfaces are polished to reduce friction.
Related theory:
Compacting Factor
The degree of compaction is also called the compacting factor and is measured with the help of density ratio that is the ratio of density actually achieved in the test to the density of same concrete when it is fully compacted.Its maximum answer is 1 but practically it is lesser than 1.
Relation Between Workability And Compacting Factor
Workability |
Compacting Factor |
Slump (mm) |
Very Low |
0.78 |
0 – 25 |
Low |
0.85 |
25 – 50 |
Medium |
0.92 |
50 – 100 |
High |
0.95 |
100 – 175 |
Note: More is the compacting factor more will be the workability.
Procedure:
First the concrete is placed gently at the upper hopper so that no work is done on concrete to produce compaction. The bottom door of the upper hopper is then released and the concrete falls into the lower hopper. The bottom door of the lower hopper is then released and the concrete falls into the cylinder. Excess concrete is then removed from the cylinder. The density of concrete in now calculated and this density divided by the density of fully compacted concrete is known as compacting factor. More is the compacting factor more will be the workability
Observations & Calculations:
Weight of empty cylinder = …………5.4………… kg
Weight of partially compacted concrete = m1 = …………11.4……… kg
Weight of fully compacted concrete = m2 = …………13.4……… kg
Compacting Factor = =11.3/13.4 = 0.843
Comments:
For the normal range of concrete the compaction factor lies between (0.8 – 0.92 ). The value of compactness factor tells us that the workability of concrete is Low but the slump value tells us that the workability is Medium. This variation was due to the reason that when the first test was performed the then apparatus was not made wet which made the reading slightly more. The sensitivity of the compaction factor is reduced outside the normal range of workability and is generally unsatisfactory for compacting factor greater than 0.92 .
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may i know who is author and the published date of this article? I need it to do citation in my report, Thank You!
Engr. Ubaid Ahmad Mughal
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Wow this is a very good article on compaction factor,,,it have relieved me from stress,,,thanks alot to whoever that wrote this article
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Weight of cement, aggregate,sand,
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Short and only imp PT has been taken….
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