Structural Guide

Structural loads, structural analysis and structural design are simply explained with the worked example for easiness of understanding. Element designs with notes and discussions have added to get comprehensive knowledge. Also, construction materials, shoring system design, water retaining structures, crack width calculations, etc. have discussed in addition to other aspects. 

Concrete Testing to be Followed in Construction

TESTING OF CONCRETE AN OVERVIEW

Concrete testing is done to achieve the quality of concrete work. There are different types of test that are done in fresh concrete and harden concrete.

Slump test, flow test, temperature checks are usually done in fresh concrete while concrete cub test or concrete cylinder test is mainly done in hardened concrete.

It is prime important to make sure the poured concrete is as per the approved mix design at the beginning of the project. Thus, as per the project requirements, concrete is tested before placing.

Sump of the concrete is decided as per the mix design which is done according to the project specification which follows the relevant standards. Following procedure is followed when sump of the concrete is tested.

Concrete Slump Test 

  1. Clean the internal surface of the mould and apply the oil
  2. Place the mould on the smooth horizontal surface (usually, steel plate is used)
  3. Fill the concrete in three layers
  4. Each layer shall be compact with 25 stokes
  5. Remove excess concrete and level the top surface
  6. Clean outside of the mould for excess concrete
  7. Remove the mould from the concrete slowly
  8. Measure the height between the mould and top level of the concrete.
  9. This measurement is identified as the slump of the concrete

There are different types of slumps based on the deformation of the concrete after the mould is lifted. True sump, zero slump, collapse slump and shear slump are mainly identified as a main different type of slumps.

True slump is the only slump that the measures are taken for monitoring the workability of the concrete. Zero slump is usually un-deformed concrete which does not have movement in the concrete with the lifting of the mould.

This could be mainly due to the low water-cement ratio or due to the hardening of the concrete at the time of the testing. Collapse sump of the concrete is mainly due to the high water-cement ratio.

These type of concrete could be retested for slump again. If sump values are not achieved, concrete will not be allowed to place. Concrete will be retested if shear slump was observed. Different type of slump can be indicated as the following figure.

Following table indicate some of the guidelines that could be used for testings of concrete and its related materials.

Designation Title of the Standards/ Code of Practices
BS 12 Specification of Portland Cement
BS 812 Part 2 – 1975, Methods of testing of aggregates
BS 882 – 1992 (BS EN 12, 620:2002) Specification for aggregates from natural sources for concrete
BS 1881 -1998 Methods for testing of concrete
BS 3148- 1980 Method of testing water for making concrete
BS 4449-2005 Specification for carbon steel bars for the reinforcement of concrete
BS 8666:2005 Specification for scheduling, dimensioning, bending and cutting steel reinforcement for concrete
BS 5075, Part 3 – 1985, Part 1-2:1982 Concrete admixtures
BS 8500-1-2002 Method of specifying concrete mixtures
BS EN 197-1:2000 Specification for Portland pulverised- fuel ash cement
BS 8110, Part 1:1997, Part 2,3 :1985 Structural Use of concrete
ASTM C 40-2004 Organic impurities in fine aggregates for concrete
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