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For internal circulation of BSNL only
E1-E2
Civil Technical
Mandatory Tests
WELCOME
• This is a presentation for the E1-E2 Civil Technical
Module for the Topic: Mandatory Tests.
• Eligibility: Those who have got the Upgradation to from
E1 to E2.
• This presentation is last updated on 21-3-2011.
• You can also visit the Digital library of BSNL to see this
topic.
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For internal circulation of BSNL only
AGENDA
Various Mandatory Tests for Civil Works
Numbers of Tests of different Bldg. Material
Frequencies of Tests of Different Materials
Testing Results of Some Material
Various Mandatory Tests for Civil Works
Numbers of Tests of different Bldg. Material
Frequencies of Tests of Different Materials
Testing Results of Some Material
Water
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Water
• Water used for mixing and curing shall be clean and
free from injurious quantities of alkalies, acids, oils,
salts, sugar, organic materials, vegetable growth or
other substance that may be deleterious to bricks,
stone, concrete or steel.
• Potable water is generally considered satisfactory
for mixing.
• The Ph value of water shall be not less than Six.
• Sea water shall not be used for mixing or curing
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Cement
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Sand
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Sand & Fly Ash
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Sand
Silt Contents
• The maximum quantity of silt in sand shall not
exceed 8%.
• Fine aggregate containing more than allowable
percentage of silt shall be washed.
Bulking of Sand
• Dampness in fine aggregate increases its volume.
• fine aggregate’s quantity shall be increase suitably
to compensate bulkage.
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Stone Aggregate
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Stone Aggregate
Slump Test for CC Works
• Frequency of slump test for CC Work is 15 cum on
part thereof.
• Course aggregate shall not contain any deleterious
material like pirites, coal, lignite, mika, clay, alkalie
or organic impurities.
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Slump Tests
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Location of CC Slump in MM
RCC Work (Nominal Mix)
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RCC Work (Nominal Mix)
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RCC Work (Design Mix)
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RCC Work (Design Mix)
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RCC Work (Steel)
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RCC Work (Steel)
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• Tensile Test: 0.2% proof stress and percentage
elongation –
• This shall be done as per IS 1608, read in
conjunction with IS 226.
• RE- test: This shall be done as per IS 1786.
• Re-bend test: This shall be done as per IS
1786.
RCC Work
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Testing of Concrete
• Regular mandatory tests on the workability of
the fresh concrete shall be done to achieve the
specified compressive strength of concrete.
These will be of two types
• (a) Mandatory Lab, Test
• (b) Mandatory Field Test
• Results of Mandatory Field Test will prevail over
mandatory Lab. Test.
RCC Work
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Standard of Acceptance – for Nominal Mix
• Mandatory Lab. Test:
• Six samples of concrete cubes required for
testing of compressive strength.
• Out of six sample cubes, three cubes shall be
tested at 7 days and remaining three cubes at
28 days.
7 days’ Tests
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• The average of the strength of three specimen
shall be accepted as the compressive strength
of the concrete provided the variation in strength
of individual specimen is not more than + 15% of
the average.
• Difference between the maximum and minimum
strength should not exceed 30% of average
strength of three specimens.
7 days’ Tests
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• If the difference between maximum and minimum
strength exceeds 30% of the average strength, then 28
days’ test shall have to be carried out.
• If the actual average strength of sample accepted above
is equal to or higher than specified strength upto +15%
then strength of the concrete shall be considered in
order.
• In case the actual average strength of sample accepted
is lower than the specified or higher by more than 15%
then 28 days’ test shall have to be carried out to
determine the compressive strength of concrete cubes.
28 days’ Tests
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• The average of the strength of three specimen be
accepted as the compressive strength of the concrete
provided the strength of any individual cube shall neither
be less than 70% nor higher than 130% of the specified
strength.
• If the actual average strength of accepted sample exceeds
specified strength by more than 30% the Engineer-in-
Charge, if he so desires, may further investigate the
matter. However, if the strength of any individual cube
exceeds more than 30% of specified strength, it will be
restricted to 130% only for computation of strength.
28 days’ Tests
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• If the actual average strength of accepted sample is
equal to or higher than specified strength upto 30%
then strength of the concrete shall be considered in
order and the concrete shall be accepted at full rates.
• If the actual average strength of accepted sample is
less than specified strength but not less than 70% of
the specified strength, the concrete may be accepted
at reduced rate at the discretion of Engineer-in-
Charge
28 days Tests
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• If the actual average strength of accepted sample is less
than 70% of specified strength, the Engineer-in-Charge
shall reject the defective portion of work.
• Represented by sample and nothing shall be paid for the
rejected work.
• Remedial measures necessary to retain the structure shall
be taken at the risk and cost of contractor.
• If, however the Engineer-in-Charge so desires, he may
order additional tests to be carried out to ascertain if the
structure can be retained. All the charges in connection with
these additional tests shall be borne by the contractor.
Brick Work
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Brick Work
• Dimensional Tolerances: The dimensions of, modular
bricks shall be within the following limits per 20 bricks or
locally available size as approved by Engineer-in-charge.
(a) For Modular Size
• Length 3720 to 3880 mm (3800 ± 80 mm)
• Width 1760 to 1840 mm (1800 ± 40 mm)
• Height 1760 to 1840 mm (1800 ± 40 mm) for 90 mm
`high bricks
• 760 to 840 mm (800 ± 40 mm) for 40 mm high bricks
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Brick Work
(B) For Non Modular Bricks
• Length 4520 to 4680 mm (4600 ± 80 mm)
• Width 2240 to 2160 mm (2200 ± 40 cm)
• Height 1440 to 1360 mm (1400 ± 40 mm) for
70 mm high bricks
• 640 to 560 mm (600 ± 40 mm) for 30 mm high
bricks
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Brick Work
• Compressive Strength: The compressive
strength of any individual brick tested shall not
fall below the min. average compressive
strength specified for the corresponding class of
brick by more than 20%.
• Average compressive strength of bricks as given
in next slide:-
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Brick Work
Class Designation Average Compressive strength
Not less than (N/mm2 ) Less than (N/mm2 )
12.5 (125) 12.5 15.0
10 (100) 10 12.5
7.5 (75) 7.5 10
5 (50) 5 7.5
3.5 (35) 3.5 5
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Brick Work
• Water Absorption: The average water absorption of
bricks shall be not more than 20% by weight.
• Efflorescence: The rating of efflorescence of bricks shall
be not more than moderate.
• Nil:- When there is no perceptible deposit of
efflorescence.
• Slight:- Not more than 10% area covered by salts.
• Moderate:- Covering upto 50% area by salt.
• Heavy:- More than 50% area covered by salt.
• Serious:- Heavy deposits and repeated by wetting.
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Stone Work
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Stone Work
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Stone Work
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Marble Work
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Marble Work
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Wood Work
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Wood Work
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Steel Work
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Flooring
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Flooring
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• The number of tiles selected for each mandatory test
shall be as follows.
(a) For conformity to requirements on shape and
dimensions, wearing layer, and general quality - 12
tiles.
(b) For wet transverse strength test - 6 tiles
(c) For resistance to wear test - 6 tiles
(d) For water absorption test - 6 tiles
Flooring
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Note:-
• The tests on the tiles shall not be carried out
earlier than 28 days from the date of
manufacture.
• The tiles selected for (a) may as well after
verification of requirements, be used for (b).
Flooring
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Flatness of the Tiles Surface
• The tiles when tested, the amount of concavity
and convexity shall not exceed 1 mm.
Perpendicularity
• When tested, in the longest gap between the
arm of the square and edge of the tile shall not
exceed 2 per cent of the length of edge.
Flooring
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Straightness
• When tested, the gap between the thread and
the plane of tile shall not exceed 1 percent of the
length of edge.
Water Absorption
• When tested the average water absorption shall
not exceed 10 per cent.
Flooring
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Wet Transverse Strength Test
• Six full size tiles shall be tested for the determination of
wet transverse strength.
• When tested, the average wet transverse strength shall
not be less than 3 N/mm2 (30 kgf/cm2)
Resistance to Wear Test
• When tested, average wear shall not exceed 3.5 mm and
the wear on any individual specimen shall not exceed 4
mm, for general purpose tiles.
• 2 mm and 2.5 mm of average wear on any individual
specimen, respectively for heavy duty floor tiles.
Road Work
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Road Work
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Road Work
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Road Work
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Road Work
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Road Work
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For internal circulation of BSNL only
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