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Building Material Testing
Building Material Testing
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Our laboratories are equipped with the latest sophisticated testing
equipments. our services include not only materialtesting services as well
as engineering observation, structural inspection etc.
STRC has experience in testing wide range of construction
materials,including Cement,Concrete, Aggregates, Admixture, Flyash,
Masonary, Tiles, Wood, Steel, Aluminium, Bircks, Query stones,WMM, GSB and
many more.
Our team of consultants and technologists create customized testing
programs to meet the demands of manufacturers having proprietory products.
When taking a new or revised product to market having it validated by a
reputable independent test Laboratory will likely increase its acceptance in
the marketplace.
Rebound Hammer Test
Rebound Hammer Test is done to find out the compressive strength of
concrete by using Rebound Hammer as per IS:13311 (Part 2) â
1992. The rebound of an elastic mass depends on the hardness of the surface
against which its mass strikes. When the plunger of the rebound hammer is
pressed against the surface of the concrete, the pring-controlled mass
rebounds and the extent of such a rebound depends upon the surface hardness
of the concrete. The surface hardness and therefore the rebound is taken to
be related to the compressive strength of the concrete. The rebound value is
read from a graduated scale and is designated as the rebound number or
rebound index. The compressive strength can be read directly from the graph
provided on the body of the hammer.
Core Cutting Test on Concrete
This is a partially destructive test that is used to co-relate the various
other properties of the concrete viz. UPV, electrical resistivity, rebound
number etc. It is customary to take cores of 4 inch diameter for compressive
strength determination.Concrete core drilling for strength determination is
again dependent upon various factors for reliability. The conversion of
concrete core (typically 3 or 4 inch diametercore) strength into 150 mm
saturated cube strength depends upon :
- Effect of Coring
- Shape Factor
- Size Effect
- Direction of Coring W.R.T. Placing of Concrete
- H/D Ratio
With so many factors contributing to the final 150 mm saturated cube
strength, the strength variation may be + / - 10% - 15%. However, it can be
used to confirm the results of UPV differing largely in the values &
also for co-relation. Hence the UPV & core results should be judiciously
used, interpreted & co-related.
Concrete Testing
Design Mix
Design mix test helps in determining the suitable ingredients of concrete
and determining their relative amounts with the objective of producing a
concrete of the required, strength, durability, and workability as
economically as possible, is termed as concrete mix design. It involves
studying properties of Aggregate, Cement, water & Admixture (if any) in
use to determine the proper concrete mix.
Test Method : IS:10262
Chloride Content
Measuring the calcium chloride content of concrete is used to determine how
dry the concrete is. This test is useful to tell if the concrete is ready
for projects such as installing flooring on top of the concrete slab. Though
some conditions can alter the results, such as the season of the year, the
porosity of the concrete, or the mixture of the concrete, a calcium chloride
test usually provides a good determination of the usability of concrete.
Test Method : IS:6925-1973
Chloride Permeability
The chloride permeability of normal weight concrete subjected to static and
repeated compressive loading was evaluated by using this test method. The
test results indicated that the chloride permeability of concrete subjected
to static and repeated loading increased at an increasing rate with its
residual strain. This test covers the determination of the electrical
conductance of concrete to provide a rapid indication of its resistance to
the penetration of chloride ions.
Test Method : AASHTO T277
Chloride Ponding
Chloride Ponding test helps in determining the depth to which chloride ions
can ingress into concrete over a period of time in standard conditions. It
can be used to assess a concrete for its resistance to chloride attack and
thus protection of the reinforcement from corrosion.
Test Method
Cube Compressive Strength
The cube test is the test most commonly used for determining concrete
strength. The value of compressive strength can then be used to assess
whether the batch that the concrete cube represents meets the required
compressive strength. A cube of concrete in cast is cured for the
appropriate time and is then compressed between two parallel faces. The
stress at failure is taken to be the compressive strength of the concrete.
Test Method : IS:456, IS:15658-2006, IS:516-1959
Ultrasonic Survey
Ultrasonic concrete testing is based on the pulse velocity method to
provide information on the uniformity of concrete, cavities, cracks and
defects. The pulse velocity in a material depends on its density and its
elastic properties which in turn are related to the quality and the
compressive strength of the concrete. It is therefore possible to obtain
information about the properties of components by sonic investigations.
Test Method : IS 13311 (Part 1)
Depth of Carbonation
Carbon dioxide penetrates in the concrete pores. This penetration is more
fast when concrete is more porous. It can then react with cement and form
carbonates. This reaction decreases the concrete Ph. So, carbonation starts
on concrete surface, and concerns some thickness (called carbonation depth)
of this material.Carbonation is a particularly important form of
deterioration. Enough carbonation gives concrete the immediate positive
effects of increased; compressive strength, modulus of elasticity, surface
hardness, resistance to frost, sulphate attack, internal stresses and the
ultimate reduction of the structure's capacity.
Test Method
Drying Shrinkage/ wetting Expansion
A common saying is that there are two guarantees with concrete. One, it
will get hard and two, it will not crack. Cracking is a frequent cause of
complaints in the concrete industry. Cracking can be the result of one or a
combination of factors such as drying shrinkage, thermal contraction,
restraint (external or internal) to shortening, subgrade settlement, and
applied loads. Values of drying shrinkage and wetting expansion of concrete
are often useful to measure at the time of mix design trials to ensure the
concrete will exhibit values that are within normal ranges for concrete.
Test Method : IS:1199-1959
Flexural Strength
Flexural strength is the ability of a beam or slab to resist failure in
bending. It is measured by loading un-reinforced 6x6 inch concrete beams
with a span three times the depth (usually 18 in.). The flexural strength is
expressed as Modulus of Rupture (MR) in psi. Flexural MR is
about 12 to 20 percent of compressive strength. However, the best
correlation for specific materials is obtained by laboratory tests.
Test Method : IS:516-1959, ASTMC 494-2010
Porosity
Concrete durability is related to porosity, which determines the intensity
of interactions of the material with aggressive agents. The pores and
capillaries inside the structure facilitate the destructive processes that
generally begin in the surface. Generally, concrete of a low porosity will
afford better protection to reinforcement within it than concrete of high
porosity. Porosity can be measured by vacuum saturation of a concrete
specimen, measuring its weight gain and expressing this as a percentage of
the mass of the sample.
Test Method
Sulphate Content
Measuring the Sulphate content of concrete is used to check that the
Sulphate levels are low enough to avoid any later problems with
deterioration of the concrete. This test can be used at concrete mix design
stage to ensure low sulphate levels have been achieved, or on older concrete
structures to measure the level of ingress of Sulphate. The test can be
conducted in a variety of chemical means.
Test Method : BS:812(P-118)
Water Absorption
Water Absorption test helps in determining the rate of absorption of water
by cement concrete by measuring the increase in the mass of a specimen
resulting from absorption of water as a function of time when only one
surface of the specimen is exposed to water. The exposed surface of the
specimen is immersed in water and water ingress of unsaturated concrete
dominated by capillary suction during initial contact with water.
Test Method : ASTM C 1084
Water penetration used to measure the surface hardness and hence the
strength of the surface and near surface layers of the concrete. Water
penetration causes the concrete reinforcement to rust and expand which in
turn creates stresses on the surrounding concrete which can then spall
(break away).
Test Method : ASTM C 1084
Pile Integrity Test (PIT)
Pile Integrity Test is done to measure Pile length, depth to anomalies,
Pile head stiffness, Pile shaft mobility which is dependent on pile
section and concrete properties.
Test Method
Ad Mixture
Concrete Admixture is a chloride free, high range water-reducing admixture.
It disperses the fine particles in the concrete, enabling water content in
the concrete to perform more effectively and improving the consistency of
the concrete.
Test Method : IS:9103 / 1999
Cement Testing
Chemical Analysis
Chemical analysis of hardened concrete can provide a wealth of information
about the mix constituents and possible causes of deterioration. Standard
methods can be used to find the cement content and original water/cement
ratio, but many other properties can also be established; Cement Content and
Aggregate Cement Ratio, Cement Content and Pulverised fuel ash/fly ash (pfa)
content, Cement Content and Slag content, Water/Cement Ratio, Aggregate
Grading, Determination of the presence of High-Alumina Cement (HAC)
Test Method : IS:4032-1985
Compressive Strength
The most common strength test, compressive strength, is carried out on a 50
mm (2-inch) cement mortar test specimen. The test specimen is subjected to a
compressive load (usually from a hydraulic machine) until failure.
Test Method : IS:4031 (P-6) 1988
Fineness
The fineness of cement has an important bearing on the rate of hydration
and hence on the rate of gain of strength and also on the rate of evolution
of heat. Greater fineness increases the surface available for hydration,
causing greater early strength and more rapid generation of heat. Cement
fineness play a major role in controlling concrete properties. Fineness of
cement affects the place ability, workability, and water content of a
concrete mixture much like the amount of cement used in concrete does.
Test Method : IS:4031 (P-2)1990
Heat of Hydration
When cement is mixed with water, heat is liberated. This heat is called the
heat of hydration, the result of the exothermic chemical reaction between
cement and water. The heat generated by the cements hydration raises
the temperature of concrete.
Test Method : 4031 (P-9) 1988
Loss On Ignition
The loss on ignition is reported as part of an elemental or oxide analysis
of a mineral. The volatile materials lost usually consist of "combined
water" (hydrates and labile hydroxy-compounds) and carbon
dioxide from carbonates. It may be used as a quality test, commonly
carried out for minerals such as iron ore. For example, the loss on
ignition of a fly ash consists of contaminant unburnt fuel.
Test Method : IS:4032-1985
Setting Time
Initial setting time is the time that elapsed from the instance of adding
water until the paste ceases to behave as fluid or plastic. Whereas final
setting time referred to the required for the cement paste to reach certain
state of hardness to sustain some load.
Test Method : IS:4031 (P-5) 1996
Soundness
Soundness refers to the ability of a hardened cement paste to retain its
volume after setting. Lack of soundness is observed in the cement samples
containing excessive amount of hard burnt free lime or magnesia.
Test Method : IS:4031 (P-3) 1990
Aggregate Testing
10% Fine Value
This test is not is not too dissimilar from the test to determine the
aggregate crushing value. But instead of using a standard force of 400kn.,
the force at which 10% of fines is produced is noted as the Ten Percent
Fines Value.This usually requires a number of tests and a graph to establish
the exact figure. This test tends to be used for softer aggregate where a
force of 400kn. would crush most or all of the aggregate.
Test Method : IS:2386 (P-4)1963.
Alkali Aggregate Reactivity
Alkali-aggregate reaction is a term mainly referring to a reaction which
occurs over time in concrete between the highly alkaline cement paste and
non-crystalline silicon dioxide, which is found in many common aggregates.
This reaction can cause expansion of the altered aggregate, leading to
spalling and loss of strength of the concrete.
Test Method : IS:2386 (P-7) 1963
Chloride Content
The total chloride content of aggregate is usually measured to assess
whether the aggregate's contribution to the total chloride content of a
concrete mix will be low enough to prevent the early onset of corrosion of
any embedded steel reinforcement.
Test Method : IS:4032-1985
Clay Lumps and friable Particles
This test helps in determining the percentage of clay lumps and friable
particles in aggregate. Clay lumps in aggregate shall be defined as any
particles or aggregation of particles which when thoroughly wet can be
distorted when squeezed between the thumb and forefinger, or will
disintegrate into individual grain sizes when immersed for a short period in
water. Friable particles are defined as particles which vary from the basic
aggregate particles in that they may either readily disintegrate under
normal handling and mixing pressures imposed upon them by construction
procedures, or break down after being incorporated into the work.
Test Method : IS:2386 (P-2) 1963
Clay Slit and Dust passing/ Sieve
This test helps in determining the particle size distribution of a granular
material. The size distribution is often of critical importance to the way
the material performs in use. A sieve analysis can be performed on any type
of non-organic or organic granular materials including sands, crushed rock,
clays, granite, feldspars, coal and soil, a wide range of manufactured
powders, grain and seeds, down to a minimum size depending on the exact
method. Being such a simple technique of particle sizing, it is probably the
most common.
Test Method : IS:2386 (P-2) 1963
Compaction Fraction
This test helps in determining the compaction percentage of an aggregate
when loose compared to the same aggregate compacted in a standard manner. It
is useful in assessing an aggregates when placed loosely, for example,
as a pipe surround material. Aggregate suitable for use as pipe bedding
would display a low compaction fraction, indicating it reaches a state of
near full compaction under loose placement.
Test Method
Crushing Value
The aggregate crushing value is a value which indicates the ability of an
aggregate to resist crushing. The lower the figure the stronger the
aggregate, i.e. the greater its ability to resist crushing. The Aggregate
Crushing Value offers a related measure of the resistance of an average to
crushing under a compressive load that is gradually applied.
Test Method : IS:9376-1979, IS: 2386 (P-4)1963
Drying Shrinkage
Drying shrinkage is defined as the contracting of a hardened concrete
mixture due to the loss of capillary water. This shrinkage causes an
increase in tensile stress, which may lead to cracking, internal warping,
and external deflection, before the concrete is subjected to any kind of
loading.
Test Method
Flakiness and Elongation Index
Flakey is the term applied to aggregate or chippings that are flat and thin
with respect to their length or width, Aggregate particles are said to be
flakey when their thickness is less than 0.6 of their mean size. The
flakiness index is found by expressing the weight of the flakey aggregate as
a percentage of the aggregate tested.
Test Method : IS:2386 (P-1) 1963
Impact Value
The aggregate impact value is a strength value of an aggregate that is
determined by performing the Aggregate Impact Test on a sample of the
aggregate in question.
Test Method: IS:2386 (P-4) 1963, ASTMC 131-2006
Lightweight Pieces
This test helps in determining the approximate percentage of lightweight
pieces in aggregate by means of sink-float separation in a heavy liquid of
suitable specific gravity. This method may be used in identifying pourous
aggregate particles in research activities or in petrographic analysis.
Test Method
Los Angle Abrasion
The Los Angeles (L.A.) abrasion test (Figure 1) is a common test method
used to indicate aggregate toughness and abrasion characteristics. Aggregate
abrasion characteristics are important because the constituent aggregate in
HMA must resist crushing, degradation and disintegration in order to produce
a high quality HMA.
Test Method : IS:2386 (P-4) 1963
Organic Impurities Effect on Mortar Strength
This test helps in determining the rapid assessment of organic impurities
by indicates their presence. Comparison is made between compressive
strengths of mortar made with washed and unwashed fine aggregate.
Test Method : ASTM C40
Organic Impurities
This test helps in determining the presence of organic compounds in fine
aggregates to for use in cement mortar or concrete. The test provides a
quick, relative measure to determine if further tests of the fine aggregate
are necessary before approval for use.
Test Method: IS: 2386 (P-2)1963
Particle Size Distribution
This test helps in determining the percentile quantity of particles of
known diameter within a sample. The specimen can be either passed through a
set of standard sieves in its natural state, or if a significant amount of
binding material is present, such as clay, then the sample can first be
washed over a small aperture sieve to remove the binding material.
Test Method: IS: 2386 (P-1) 1963, ASTM C136-2006, IS: 383-1970
Sand Equivalent Value
The sand equivalent test is a rapid field test to show the relative
proportions of fine dust or clay-like materials in fine aggregate (or
granular soils). The term "sand equivalent" expresses the concept
that most fine aggregates are mixtures of desirable coarse particles (e.g.,
sand) and generally undesirable clay or plastic fines and dust (ASTM,
2003).These materials can coat aggregate particles and prevent proper
asphalt binder-aggregate bonding.
Test Method: MORTM, IS: 2720 (Pt-37)1976, ASTM D 2419-2009
Soundness
The soundness test determines an aggregates resistance to
disintegration by weathering and, in particular, freeze-thaw cycles.
Aggregates that are durable (resistant to weathering) are less likely to
degrade in the field and cause premature HMA pavement distress and
potentially, failure.
Test Method: IS: 2386 (P-5)1963
Specific gravity and water absorption
The specific gravity of an aggregate is considered to be a measure of
strength or quality of the material. The specific gravity test helps in the
identification of stone. Water absorption gives an idea of strength of
aggregate. Aggregates having more water absorption are more porous in nature
and are generally considered unsuitable unless they are found to be
acceptable based on strength, impact and hardness tests.
Test Method: IS: 2386 (P-3)1963, ASTM C 127, 128-2007
Sulphate Content
The total sulphate content of aggregate is usually measured to assess
whether the aggregate's contribution to the total sulphate content of a
concrete mix will be low enough to prevent any deleterious effects.
Test Method: IS: 4032-1985
Brick Testing
Apparent Porosity and Density
This test helps in determining the porosity and density of bricks to be
used for construction of load bearing walls. The method involves dimensional
measurement and mass to determine density, followed by measuring the
increase in mass when soaked in water for a standard period.
Test Method: IS: 1528 (P-8,9)1974
Water Absorption
The amount of water that a brick can absorb is measured by the water
absorption test. There is no distinct relationship between water absorption
and the water-tightness of walls. The results of water absorption tests are
used by the brick manufacturer for quality assurance.
Test Method: IS: 3495 (P-2)1992
Permanent Linear Change
This test helps in determining the permanent linear change of refractory
brick when heated under prescribed conditions, which will measure any
potential shrinking when used for load bearing walls.
Test Method: IS: 1528 (P-6)1974
Abrasion Resistance
Abrasion (wear) resistance is achieved by controlling a whole series of
factors. It is not sufficient to specify just an appropriate concrete
strength. This must be complemented by proper construction practices, e.g.
placing, compaction, finishing and curing. Where very high abrasion
resistance is required, special aggregates or dry shake may be needed,
either added to the surface or as a topping.
Test Method: IS: 5688-1982
Creep Test
Any one of a number of methods of measuring creep, for example, by
subjecting a material to a constant stress or deforming it at a constant
rate is called creep test. Creep in compression (CIC) refers to the percent
of shrinkage of a refractory test piece under a constant load and exposed to
a constant high temperature over a long period of time.
Test Method: IS: 1528 (P-18) 1993
Modulus of Rapture
The modulus of rupture (MOR) is the maximum surface stress in a bent beam
at the instant of failure. One might expect this to be exactly the same as
the strength measured in tension, but it is always larger because the volume
subjected to this maximum stress is small, and the probability of a large
flaw lying in the highly stressed region is also small.
Test Method: IS: 1528 (P-15)1991, IS: 1528 (P-5)1993
Fly ash / Lime Brick
Fly Ash Bricks are an environment friendly cost saving building
product. These Fly ash bricks are three times stronger than conventional
bricks with consistent strength. In presence of moisture, fly ash reacts
with lime at ordinary temperature and forms a compound possessing
cementitious properties. After reactions between lime and fly ash, calcium
silicate hydrates are produced which are responsible for the high strength
of the compound. Bricks made by mixing lime and fly ash are, therefore,
chemically bonded bricks. These bricks are suitable for use in masonry just
like common burnt clay bricks.
Test method: IS: 13757 / IS: 12894
Refractory Material Testing
Thermal Conductivity
Thermal conductivity depends upon the chemical and mineralogical
compositions as well as the glassy phase contained in the refractory and the
application temperature. The conductivity usually changes with rise in
temperature. In cases where heat transfer is required though the brick work,
for example in recuperators, regenerators, muffles, etc. the refractory
should have high conductivity. Low thermal conductivity is desirable for
conservation of heat by providing adequate insulation.
Test Method : IS:1528 (P-16)1991
Particle Size
Particle Size test helps in determining the percentile quantity of
particles of known diameter within a sample. The specimen can be either
passed through a set of standard sieves in its natural state, or if a
significant amount of binding material is present, such as clay, then the
sample can first be washed over a small aperture sieve to remove the binding
material.
Test Method : IS:1528 (P-14) 1974
Water Absorption
The amount of water that a refractory can absorb is measured by the water
absorption test. The results of water absorption tests are used for quality
assurance.
Test Method : IS 3495 (P-2)1992
Apparent Porosity
Apparent porosity, water absorption, apparent specific gravity, and bulk
density are primary properties of burned refractory brick and shapes. These
properties are widely used in the evaluation and comparison of product
quality and as part of the criteria for selection and use of refractory
products in a variety of industrial applications.
Test Method : IS:1528 (P-8)1974
Cold Crushing Strength
Cold Crushing Strength test helps in determining the strength of a brick.
It tells us how much load that refractory can bear in cold conditions. The
concept of testing CCS of a refractory material has perhaps, come from
metallurgy. This is because for any refractory brick it is rather; rare that
it would fail simply due to load on it in cold condition and therefore, the
determination of cold crushing strength does not appear to be important from
that point of view.
Test Method : IS:1528 (P-4)1974
Bulk Density
A useful property of refractories is bulk density, which defines the
material present in a given volume. An increase in bulk density of a given
refractory increases its volume stability, its heat capacity, as well as
resistance to slag penetration.
Test Method : IS:1528 (P-12)2009
Modulus of Rupture
The modulus of rupture (MOR) is the maximum surface stress in a bent beam
at the instant of failure. One might expect this to be exactly the same as
the strength measured in tension, but it is always larger because the volume
subjected to this maximum stress is small, and the probability of a large
flaw lying in the highly stressed region is also small.
Test Method : IS:1528 (P-5)1993, IS: 1528 (P-15)1991
Dimensional Check
Refractory materials must maintain dimensional stability under extreme
temperatures (including repeated thermal cycling) and constant corrosion
from very hot liquids and gases. The standard for refractory materials
restricts compressive creep (deformation at a given time and temperature
under stress) for normal working conditions to no more than 0.3 percent in
the first 50 hours.
Test Method : IS:1077-1992, IS:10570-1983
Creep Test
Creep testing of materials at high temperatures is a very important field
of study at many levels of industry. Accurate high temperature creep
data is absolutely essential for the proper design and construction of any
structural element operating at elevated temperatures. As such, ways
of improving upon conventional creep testing methods at high temperature are
highly sought after.
Test Method : IS:1528 (P-18)1993
Permanent Linear Change
Permanent Linear Change test helps in determining the critical linear
markings and measurements in green condition, after drying and after firing.
The permanent change in dimensions is measured as permanent linear change.
Test Method : IS:1528 (P-6)1974
Pyrometric Cone Equivalent
Pyrometric Cone Equivalent test helps in determining the fireclay
variations, mining control, and developing raw material specifications.
Test Method
Refractories Under Load
Refractories Under Load test helps in determining the deformation behavior
of refractory ceramic products subjected to a constant load and increasing
temperature.
Test Method : ISO 1893
Abrasion Test
Abrasion test helps in determining the relative abrasion resistance of
refractory brick at room temperature. This test method can also be applied
to castable refractories.
Test Method
Air Permeability Test
Air permeability test helps in determining the measurement of the air
permeability of textile fabrics. This test method applies to most fabrics
including woven fabrics, nonwoven fabrics, air bag fabrics, blankets, napped
fabrics, knitted fabrics, layered fabrics, and pile fabrics. The fabrics may
be untreated, heavily sized, coated, resin-treated, or otherwise treated.
Test Method
Petrographic Analysis by Optical Microscopy
Petrographic analysis by Optical Microscopy test helps in determining the
the microscopic analysis of materials using thin sections or polished
surfaces.
Test Method
Acid Resistance Test
Acid Resistance test helps in determining the acid resistance capacity of
the refractory material.
Test Method : IS:4860-1968
Marble / Granite Testing
PVC Flooring Tile
PVC Flooring provides dust-free, noise absorbing, resilient, non-porous,
decorative surface. It shall consist of a thoroughly blended composition of
thermoplastic binder, filler and pigments.
Test Method : IS:3461
Frost Resistance
Ceramic tile frost resistance is defined as the ability of ceramic tile to
withstand freeze/thaw conditions with minimal effect. The frost resistance
of ceramic tile is dependent on the tile's porosity and water absorption
levels. Frost damage can occur when the variety of ceramic tile absorbs
moisture through its pores, causing the water to freeze internally when
temperatures drop. Since water expands when it freezes, tension is then
exerted inside the body of the ceramic tile. This internal pressure may
become high enough to cause cracks in the ceramic tile.
Test Method : IS:13630 (P-10), BS EN 12371
Chemical Resistance Test
Chemical Resistance test is done to determine the ability of the grade of
granite used by a1-safetech to resist chemical attack.
Test Method
Water Absorption
The amount of water that a refractory can absorb is measured by the water
absorption test. The results of water absorption tests are used for quality
assurance.
Test Method : IS: 1124-1974, IS:13030-1991, ASTM C 97-2009
Mohs Hardness
Mohs Hardness test helps in determining the hardness of rock. Because
granite is a rock composed of multiple minerals, only crystals of specific
minerals within the granite would be tested for hardness.
Test Method : IS:13630 (P-13) 2006
Modulus Rapture
The modulus of rupture (MOR) is the maximum surface stress in a bent beam
at the instant of failure. One might expect this to be exactly the same as
the strength measured in tension, but it is always larger because the volume
subjected to this maximum stress is small, and the probability of a large
flaw lying in the highly stressed region is also small.
Test Method : IS:ASTM C 99-2009, IS: 1578 (P-5)1993
Dimension Testing
Dimension test is done to check the dimensional stability of the rock. Test
Method: IS: 1130-1969, IS: 3316-1974, IS: 14223 (P-1) 1995, IS: 3622-1977,
ASTM
Test Method : IS:1130-1969, IS:3316-1974, IS:14223 (P-1) 1995,
IS:3622-1977, ASTM C 625, 616, 629, 503
Thermal Shock Test
Thermal shock is the name given to cracking as a result of rapid
temperature change. Glass and ceramic objects are particularly vulnerable to
this form of failure, due to their low toughness, low thermal conductivity,
and high thermal expansion coefficients. However, they are used in many high
temperature applications due to their high melting point.
Test Method : IS:13630 (P-5)2006, EN-104, ISO 10545 (P-4)
Breaking Strength
Rocks are considerably weaker in tension than in compression.
Characterizing tensile strength of rocks thus is of great importance in many
engineering and geophysical applications. Tensile strength is defined as the
failure of stress.
Test Method : IS:13630 (P-6)2006, IS:4457-2007
Steel Testing
Bend Test
Bend Test helps in determining the ductility, but it cannot be considered
as a quantitative means of predicting service performance in bending
operations. The severity of the bend test is primarily a function of the
angle of bend and inside diameter to which the specimen is bent, and of the
cross-section of the specimen. These conditions are varied according to
location and orientation of the test specimen and the chemical composition,
tensile properties, hardness, type, and quality of the steel specified.
Test Method : IS:1599-1985, IS:2329-2005, IS:3600 (P-5,6)1983
0.2% Proof Stress / Yield Stress
Yield strength is the lowest stress that produces a permanent deformation
in a material. In some materials, like aluminium alloys, the point of
yielding is hard to define, thus it is usually given as the stress required
causing 0.2% plastic strain. This is called a 0.2% proof stress.
Test Method : ASTM E8 M-09?
Rebend Test
The purpose of re-bend test is to measure the effect of strain ageing on
steel. Strain ageing has embrittlement effect which takes place after cold
deformation by diffusion of nitrogen in steel. Hence, there is limitation
stated in some design codes to restrict the nitrogen content of steel to
0.012%.
Test Method : IS:W1786-1986
Elongation
The elongation is the increase in length of the gage length, expressed as a
percentage of the original gage length. In reporting elongation values, give
both the percentage increase and the original gage length.
Test Method : IS:3600 (P-3)1989, ASME 5EC-lX
Ultimate Tensile Strength
Ultimate Tensile Strength test helps in determining the maximum stress that
a material can withstand while being stretched or pulled before necking,
which is when the specimen's cross-section starts to significantly contract.
Test Method : ASTM A36, IS:1608-2005
Wood Testing
Compression Strength
The box compression test (bct) measures the compressive strength of boxes
made of corrugated fiberboard as well as wooden boxes and crates. It
provides a plot of deformation vs compressive force. Containers other than
boxes can also be subjected to compression testing: drum, pail, etc.
Test Method
Wood-based Panels
Wood-based panels test helps in determining the structural panels of
uniform properties within a panel. It is useful for evaluating plywood of
clear, straight-grained veneers, and determining the effect of chemical or
preservative treatments, construction, principal direction with respect to
direction of stress, and other variables that are expected to uniformly
influence the panel.
Test Method : IS:4020 (P-1 to 16)1998
Absorbability
Absorbability test helps in determining the quantity of water absorbed in a
specified time through the surface of an overlaid wood-based panel. The test
method measures the rate of water weight gain within a controlled surface
area of the overlaid panel surface when exposed to standing water.
Test Method : ASTM D 5795
Swelling in Thickness
Swelling in thickness test helps in determining the effect of ambient
environment, temperature and relative humidity, on the hygroscopic thickness
swelling rate of wood fiberboard and wood fiber/polymer composites. A
swelling model describing the thickness swelling process of composites
exposed to water vapor conditions was developed, from which the parameter,
KSR, can be used to quantify the swelling rate.
Test Method : IS:2380 (P-17)1977, RA-203
Modulus of Rupture
Modulus of rupture is the maximum load carrying capacity of a member. It is
generally used in tests of bending strength to quantify the stress required
to cause failure. It is reported in units of psi.
Test Method : IS:1734 (P-11)1983, RA-2003, IS:1708 (P-5) 1985
Modulus of Elasticity
Modulus of elasticity test helps in determining the flexural stiffness and
modulus of elasticity properties of wood-based materials by nondestructive
testing using transverse vibration in the vertical direction.
Test Method : IS:1734 (P-11)1983, RA-2003, IS:1708 (P-5)1985
Internal Bond Strength
The purpose of this test is to design a compression shear device for easy
and fast measurement of the bonded shear strength of wood-based materials.
Test Method : IS:1734 (P-4) 1983, RA-2003
Moisture content
Moisture content test helps in determining the moisture content (MC) of
solid wood, veneer, and other wood-base materials, including those that
contain adhesives and chemical additives.
Test Method : IS:1734 (P-1) 1983, RA-2003
Density
Analyzing tree density can serve great ecological and scientific function.
The tools used to accumulate this knowledge are generally uncomplicated and
minimize any ensuing damage done to tree specimens.
Test Method : 1708 (P-2)1986, RA-2008
Bending Strength
In bending, it is assumed that wood is linearly elastic for low values of
stress, i.e., the stress and strain are proportional to each other and
produce an elastic or straight-line plot on the typical stress-strain curve.
Test Method : IS:1734 (P-11) 1983
Ability To Hold A Screw
The ability to hold screws in both face and edges is an important attribute
of wood.
Test Method : IS:2380 (P-14)1977, RA-2003, IS:1708 (P-15)1986
Dimensions Stability
Dimensional stability is measured by noting the length, width and thickness
of the test pieces after conditioning to constant mass at 35% rh, 25°C
and after conditioning at 85% rh, 25°C. The dimensional stability is
expressed as the sum of the percentage changes in each dimension between
these limits.
Test Method : IS:4020 (P-3)1998
Wood Quality
Wood quality test helps in determining the quality of wood. The kind of
wood that is used has a lot of bearing on how long your furniture will last.
It can be made of hardwood, softwood, or engineered wood.
Test Method : IS:4020 (P-4)1998
Impact of A Soft Body
To ensure that cladding panels are not at undue risk of failure from
typical impacts they should be tested for both hard and soft body impact
resistance in accordance with the relevant British Standard.
Test Method : IS:4020 (P-8)1998
Resistance To Indentation
Indentation hardness tests are used to determine the hardness of a material
to deformation.
Test Method : IS:4020 (P-5)1998
Flush Door Shutter
Flush Door Shutters means forming a continuous surface. As the name
suggests, Flush door shutters flushes or blends with
the wall & adds a look of continuity to the wall. Flush doors are the
most economical choice for builders because of their durability, dimensional
accuracy, as well as freedom from warps & de-lamination when subjected
to atmospheric changes.
Test Method : IS:2202
Pre laminated Particle Board
Pre laminated particle board test helps in determining the resistance to
steam, Dimension, Water absorption, Resistance to Crack ,Density, Swelling
in water ,Adhesion of plies, Moisture, Resistance to stains, Resistance to
water, Tensile strength, Screw withdrawal strength, Resistance to Cigarette
burn, Modulus of rupture, Tensile strength perpendicular to surface, Tensile
strength perpendicular to surface after ageing, Abrasion resistance
,Dimension, Density & density variation, Strength, Swelling due to
surface absorption.
Test Method : IS:12823
MDF / MDP Board
MDF does not contain knots or rings, making it more uniform than natural
woods during cutting and in service. Medium-density fiberboard (MDF) is an
engineered wood product formed by breaking down hardwood or softwood
residuals into wood fibers, often in a defibrator, combining it with wax and
a resin binder, and forming panels by applying high temperature and
pressure. MDF is denser than plywood.
Test Method : IS:12406 & IS:3087
FRP / GRP Door Shutter
FRP / GRP door shutter test helps in determining the features like quality,
design, weather resistant and durability.
Test Method : IS:4020 / 14856
Ply Wood
The plywood test helps in determining their usefulness and durability. They
help in measuring the quantity of moisture in the wood.
Test Method : IS:303 / 1989
Paint & Coating Testing
Scratch Resistance
The scratch resistance can be established e.g. in the Taber abrasion test,
where the amount of haze is established after a number of abrasive cycles.
The scratch resistance can also be determined quantitatively by measuring
the weight loss after a number of sanding cycles. The pen test determines
the indentation caused by a sharp pencil applied with a defined force.
Test Method : ISO 1518
Scrubbing Resistance
Scrubbing Resistance test helps in determining the resistance of paints to
erosion caused by scrubbing. Although scrub resistance tests are intended
primarily for interior coatings, they are sometimes used with exterior
coatings as an additional measure of film performance.
Test Method
Spark Testing
One of the most important properties of a thin film coating is the adhesion
(interfacial forces between two surfaces) between the coating and the
substrate. The most common method of accurate measurement of thin film
coating adhesion is the scratch tester.
Test Method
XENON Arc
XENON Arc test helps in determining the ability of a paint or coating to
resist deterioration of its physical and optical properties caused by
exposure to light, heat, and water can be very significant for many
applications. This practice is intended to induce property changes
associated with end use conditions, including the effects of sunlight,
moisture, and heat. The exposure used in this practice is not intended to
simulate the deterioration caused by localized weather phenomena such as
atmospheric pollution, biological attack, and salt water exposure.
Test Method : ASTM D6695 - 08
Volatile Content
Volatile Content test helps in determining the weight percent volatile
content of solvent-reducible and water-reducible coatings.
Test Method : ASTM D2369, IS:101 (P-2) (SEC-2)1986
Water Content
The amount of water that paint coat could absorb is measured by the water
content test. Water content or moisture content is the quantity of water
contained in a material, such as soil (called soil moisture), rock,
ceramics, fruit, paint or wood. Water content is used in a wide range of
scientific and technical areas, and is expressed as a ratio, which can range
from 0 (completely dry) to the value of the materials' porosity at
saturation. It can be given on a volumetric or mass (gravimetric) basis.
Test Method : IS:101 (P-2) (SEC-1)1988
Water Resistance
Water can cause the degradation of coatings, so knowledge of how a coating
resists water is helpful for assessing how it will perform in actual
service.
Test Method : IS:101 (P7SC-1)1989, IS:13183-1991, IS:5691-1970
Abrasion Resistance
Abrasion Resistance test helps in determining the ability of a coating to
resist degradation due to mechanical wear by hard and rough objects.
Abrasion resistance can be enhanced by incorporation of surface modifying
additives.
Test Method
Adhesion
Adhesion testing in the paint and coating industries is necessary to ensure
the paint or coating will adhere properly to the substrates to which they
are applied. There are three different tests to measure the resistance of
paints and coatings from substrates: cross-cut test, scrape adhesion, and
pull-off test.
Test Method : IS:101 (P-5)(SEC-2)1988
Alkali Resistance of Paint
Alkali Resistance test helps in determining the degree to which a paint
resists reaction with alkaline materials such as lime, cement, plaster,
soap, etc.; a necessary property for paints in bathrooms, kitchens,
laundries.
Test Method : IS:427-2005, IS:428-2006
Cass Test
Cass test helps in determining the corrosive performance of decorative
copper/nickel/chromium or nickel/chromium coatings on steel, zinc alloys,
aluminum alloys, and plastics designed for severe service. It is also
applicable to the testing of anodized aluminum.
Test Method
Chemical Resistance
Chemical Resistance test helps in determining the ability of a coat to
resist chemical deterioration or staining. Test Method: IS: 13630 (P-8)
2006, EN 105-106
Chip Resistance
Chip Resistance test helps in determining the resistance of surface
coatings (paint, clear coats, metallic plating, etc.) to chipping caused by
the impacts of gravel or other flying objects.
Test Method
The proper and effective preparation of a surface prior to coating is
essential. Making sure that the correct roughness or profile
has been generated is essential. If the profile is too low, the adhesion of
the coating to the surface will be reduced. Too high and there is the danger
that the profile peaks will remain uncoated.
Test Method
Coating Thickness
Coating Thickness test helps in determining the thickness of paint plating,
coatings and galvanizing on iron steel.
Test Method : IS:6745-1972
Condensing Humidity
Condensing Humidity test helps in determining the resistance of organic
coatings by controlled condensation. Condensation is produced by exposing
the test surface of the sample to a heated, saturated mixture of air and
water vapor, while the reverse side of the sample is cooled to room
temperature air.
Test Method : IS:101 (P-6) (SEC-1)1988
Crosshatch Adherence
Crosshatch Adherence test helps in determining the adhesion of a large
variety of coatings.
Test Method
Cyclic Corrosion
Cyclic Corrosion test helps in determining the corrosion degradation of
coating systems for steel bridges.
Test Method
Drying Time
Drying Time test is done to know when a coating is totally dry. When
developing a process, it is often important to know the exact time it takes
for the coating to dry or cure. There are many stages to the coating drying
time. Once a coating has been applied, the first stage is that the coating
levels off under gravity. Once a coating begins to cure, a thin dry film
appears on the surface. The coating then continues to dry and finally after
a period of time, the coating is totally cured.
Test Method : IS:101 (P-3) (SEC-4)1986
Failure Analysis
Failure Analysis test helps in determining when, where, and how the paint
or coating failure occurred.
Test Method
Falling Weight
The ability of a pipe coating to resist mechanical damage during shipping,
handling, and installation will depend upon its impact resistance. This test
method provides a systematic means for screening coating materials with
regard to this property.
Test Method
Flexibility
Flexibility test helps in determining the ability of a coating system to
withstand the stresses of fabrication. Organic coatings on precoated sheet
are subjected to stresses when fabricated into products by roll forming,
brake bending, or other deformation processes. These stresses can exceed the
flexibility or adhesive strength of the coating, resulting in fracture of
the coating which exposes the substrate, or in the loss of adhesion of the
coating to the substrate.
Test Method
Free Falling Sand Abrasion
The abrasive is allowed to fall from a specified height through a guide
tube onto the coated panel until the substrate becomes visible. The amount
of abrasive per unit film thickness is reported as the abrasion resistance
of the coating on the panel. Both silica sand or silicon carbide can be
used.
Test Method : ASTM D968
FTIR
FTIR, which can serve as an important first-line analysis tool
for the identification of coating types and drying mechanisms via monitoring
of the functional groups on the chemical compounds inherent in the
formulation.
Test Method
Gloss (60deg.C)
Gloss measurement is essential instrument where a cosmetic appearance of
the coating finish is required. It measures, guide to control and test right
from matt to mirror finish accurately. Multi directing a beam light at a
specific angle to the test surface and measuring the amount of reflection
determine gloss. For general gloss measurement the 60º angle is
recommended.
Test Method : IS:13607-1992, IS:5691-1970
Hardness
Hardness test helps in determining the film hardness of an organic coating
on a substrate in terms of drawing leads or pencil leads of known hardness.
This test covers the determination of the indentation hardness of organic
materials such as dried paint, varnish and lacquer coatings, when applied to
an acceptable plane rigid surface, for example, metal or glass.
Test Method : ASTM D3363 / ASTM D1474
Impact Resistance
Impact performance after painting/printing can be tested with several
impact tests, like a puncture test or a falling dart test.
Test Method : IS:101 (P-5)(SEC-3)1999
Moisture Content
Moisture Content test helps in determining the total water content of
paints using a calcium hydride reaction test kit, or water content between 2
and 85 % water.
Test Method
Peel
Peel test helps in determining the resistance to cracking (flexibility) and
adhesion of attached organic coatings on substrates of sheet metal or
rubber-type materials.
Test Method
Penetration Resistance
The penetration resistance is of special importance to architectural
finshes. The ability to maintain a uniform appearance (color and gloss) on
substrates with varying porosity can be evaluated by applying the paint over
a test chart which has a coated and uncoated area. Thus, the penetration
resistance is tested under severe conditions. The penetration resistance is
visually evaluated and can also be objectively evaluated by measuring color
and gloss.
Test Method
Salt Spray
Salt Spray test helps in determining the corrosion resistance of coated
samples.
Test Method : IS:2074-1992, IS:13183-1991, IS:13607-1992
BITUMEN TESTING
Bitumen Content
This test helps in determining the bitumen content. The apparatus needed to
determine bitumen content are - Centrifuge extractor and Miscellaneous
bowl, filter paper, balance and commercial benzene.
Test Method : ASTM 2172, IS: 1202-1220
Bitumen Penetration
This test helps in determining the consistency of bituminous material &
to assess the suitability of bitumen for use under different climatic
conditions and various types of construction.
Test Method : IS:1203-1978
Flash Point
This test helps in determining the flash point and the fire point of
asphaltic bitumen and fluxed native asphalt, cutback bitumen and blown type
bitumen. The fire point is the lowest temperature at which the application
of test flame causes the material to ignite and burn at least for 5 seconds
under specified conditions of the test.
Test Method : IS:1209 1978
Specific Gravity
This test helps in determining the specific gravity of semi-solid bitumen
road tars, creosote and anthracene oil. The principle is that it is the
ratio of mass of a given volume of bitumen to the mass of an equal volume of
water, both taken at a recorded/specified temperature.
Test Method : IS:1202 1978
Paraffin Wax
This test mainly used for food and other commodities (such as wax paper,
crayons, candles, carbon paper) components and packaging materials, baking
container coating materials, cosmetic raw materials, used in fruit
preservation, and improve the rubber anti - aging and increased flexibility,
electrical components, insulation, precision casting, etc., also can be used
for synthesis of fatty acid oxidation. Crude paraffin oil content of more
due mainly used in the manufacture of matches, etc. Adding polyolefin wax
additive, its melting point is increased, adhesion and flexibility increase,
widely used in moisture-proof, waterproof wrapping paper, cardboard, certain
textiles, surface coating and candles production.
Test Method : IS:4654-1993
Loss on Heating
This test helps in determining the effects of heat & air during
conventional hot-mixing on a thin film of semi-solid bitumen. The
determination of the loss in mass is used to determine the volatility upon
heating.
Test Method : IS:122-1978
Water Content
This test helps in determining the water in petroleum products, tars, and
other bituminous materials by the distillation method.
Test Method : IS:1211-1978
Ductility Test
This test helps in determining the ductility of distillation residue of
cutback bitumen, blown type bitumen and other bituminous products. The
principle is: The ductility of a bituminous material is measured by the
distance in cm to which it will elongate before breaking when a standard
briquette specimen of the material is pulled apart at a specified speed and
a specified temperature.
Test Method : IS:1208 1978
Bitumen Emulsion
This test helps in determining the dispersion of bitumen in water. However,
in the same way as water and oil do not mix easily, water and bitumen
together do not get on. Test Method:
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