Workability tests
Workability is how easily fresh concrete can be mixed, placed and compacted without segregating. It is checked on site on every pour because a wrong water content is the commonest cause of weak or honeycombed concrete.
The slump test is the everyday method. A truncated cone (300 mm high, 200 mm base, 100 mm top) is filled in layers, each rodded a set number of times, then lifted straight up. The fall of the concrete is the slump. A true slump keeps its shape and sinks; a shear slump means the mix lacks cohesion; a collapse means it is very wet or a flowing mix. IS 1199 (Part 2), ASTM C143, EN 12350-2 and JIS A 1101 describe the method; each has its own details and we summarise in our own words only.
For very stiff mixes the slump is near zero and tells little, so the compaction factor or Vee-Bee time is used. For very fluid and self-compacting concretes, the slump-flow spread is measured instead.
Slump is not a measure of strength. Two mixes can have the same slump and different strengths if one has more cement or a superplasticiser.
Lift the cone straight up in a few seconds without twisting.
Slump = height of mould (300 mm) − height of slumped concrete
Reading slump from the base plate instead of from the top of the mould height.
Problem. After lifting the cone, the highest point of the concrete is 225 mm above the base plate. Find the slump.
- Slump = 300 − 225 = 75 mm.
Answer. 75 mm
Quick quiz
1Dimensions of the slump cone?
300 mm high, 200 mm bottom, 100 mm top diameter.
2What does a shear slump suggest?
The mix lacks cohesion; repeat the test.
3Does a higher slump mean higher strength?
No.
- IS 1199 (India): Methods of sampling and analysis of fresh concrete, including slump.
- ASTM C143 (USA): Slump of hydraulic-cement concrete.
- EN 12350 (series) (Europe): Testing fresh concrete, including slump.
- JIS A 1101 (Japan): Method of test for slump of concrete.
Clauses and documents to read
- IS 1199 (Part 2):2018: determination of consistency of fresh concrete (slump and other tests)
Cited by number and clause only. We do not reproduce clause text, tables or figures (BIS Act 2016, s.10(5) and s.11). Check the current edition and amendments before use.
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References and further reading
Standard texts, listed in no order of merit. We do not copy text, figures, tables or solved problems from any book; our explanations and examples are original.
- M. S. Shetty, Concrete Technology: Theory and Practice, S. Chand, latest edition.
- A. M. Neville, Properties of Concrete, Pearson, 5th edition.
- P. K. Mehta, P. J. M. Monteiro, Concrete: Microstructure, Properties, and Materials, McGraw Hill, latest edition.
Free and official sources
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