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CE-241-AGGREGATES-GROUP-3-REPORT

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SUBJECT: CE 241 - CONSTRUCTION MATERIALS AND TESTING
SECTION: C
INSTUCTOR: ENGR. JOHN RONALD FORTUITO
AGGREGATES
GROUP 3
Members:
Jude Villar Butalon
Mharden John Tumale
Frederick Quitoy Jr.
Aggregates
- Aggregates are the natural or artificial
inorganic granular materials used with a
cementing medium to form mortar or concrete.
- Aggregate occupy around 70% to 80% of the
volume of the concrete,reduce shrinkage
effects and minimize costs.
Uses of Aggregates
Aggregate can be used in a number of ways in construction.



As a Load Bearing Material.
As a Filling Material.
As an Infiltrating Material.
In roads and railway ballast the aggregates are used to resist the overall (static as
well as dynamic) load, to distribute the load properly to the supporting ground and
to drain the water off the surface. In concrete the aggregate is used for economy,
reduce shrinkage and cracks and to strengthen the structure. They are also used in
water filtration and sewage treatment processes.
Methods of extracting and processing Aggregates
Underwater sources:
Dragline excavation
Dredging
Land Sources:
Blasting bedrocks
Track Drills
Crushers and Screens
Good Qualities of an ideal Aggregates
An ideal aggregate used for the manufacturing of concrete and mortar, should meet
the following requirements:
- It should consists natural stones,gravels and sand or in various combinations of
these materials.
- It should be hard, strong and durable.
- It should be dense, clear and free from any coating.
- It should be free from injurious vegetable matters.
- It should not contain flaky (angular) and elongated pieces.
- It should not contain any material liable to attack steel reinforcement in case of
reinforced concrete.
Classification of Aggregates
Classification Based on Source
Natural Aggregates
- are taken from native deposits with no change in their natural state during
production other than crushing, grading, or washing
Examples:
sand, gravel, crushed stone, pumice
Artificial Aggregates
- are those materials obtained either as a by-product of an unrelated industrial
process or by a special manufacturing process like heat treatment.
Examples:
blast-furnace slag, expanded perlite, expanded vermiculite, burned clay
Classification Based on Shapes
1. Rounded Aggregates
- Are naturally rounded aggregates that are formed by
water or weathering
- Need less cement paste to make concrete
- Interlocking between particles is poor
- Not suitable for high strength concrete
2. Irregular Aggregates
- Partly shaped aggregates are called irregular aggregates
- No specific shape
3. Angular Aggregates
- These aggregates have sharp edges and rough surfaces.
- All types of crushed rocks are good examples for this
type of aggregates
- They need more cement paste, since voids are more in
the aggregates
- Ideal for producing high strength concrete
4. Flaky aggregates
- Flaky aggregates have thickness less than 0.6 times mean
sieve size to which particles belong.
- Flaky aggregates reduce the durability of concrete
5. Elongated Aggregates
- Individual particles are longer than they are wider or
deeper and due to this appear to be long and thin.
- This particle-type provides more surface area to a
concrete mix
Classification Based on Size
- Fine Aggregates
- Coarse Aggregates
Fine Aggregates
 Aggregates passing through IS 4.75mm sieve
 Fine aggregates are basically natural sand particles from the land through the
mining process, the fine aggregates consist of natural sand or any crushed stone
particles that are ¼” or smaller.
Examples:
(a) Natural Sand
Fine aggregates formed by natural disintegration of rocks
(b) Crushed Stone Sand
Fine aggregates made by crushing natural gravels
(c) Broken Fine Aggregates
Obtained by crushing broken brick (Surkhi)
Qualities of Fine Aggregates
-Fine aggregate should be clean i.e. it should be free from lumps, organic material,
etc.
-It should be strong and durable.
-It should not react with cement after mixing.
-Also, it should have a tough floor.
-It should not absorb greater than 5% of water.
-These types of aggregates should not be soft and porous.
Properties of Fine Aggregates
1. Size of fine aggregates
-The largest size that falls under the limit of the exact set is 4.75 mm.
-Using the largest size will give more dense concrete, but a mixture of all sizes is
more desirable and more economical.
-If cement mortar is prepared for masonry work or plastering work, very fine types of
sand of similar size is used.
2. Strength
-The strength of the aggregate cannot ensure the strength of the concrete.
The strength of coarse aggregates are more important.
3. Shape of Fine Aggregates
-Irregularly nodular shaped sand is preferable to completely round grained sand.
-The shape of the aggregate plays a more important role in the coarse aggregate
than in the fine aggregate.
4. Specific Gravity
-The specific gravity of aggregates is the ratio of the density of water to its density.
-It is used for concrete mix design and if not specified the specific gravity is taken as
2.7 because the specific gravity of most aggregates obtained from different sources
falls between 2.6 and 2.8.
5. Surface Texture of Fine Aggregates
-Generally, round surface aggregates are better for smooth aggregates, this property
is also related to coarse aggregate.
6. Water Absorption
-Typically, for sand, water absorption is negligible, it is desirable that water
absorption should be kept to a minimum.
7. Surface Index of fine aggregates:
-It is an empirical number that corresponds to a specific surface of overweight
particles given finer fractions.
8. Soundness
-It refers to the expansion and contraction of aggregate when subjected to
temperature changes.
-A good, sound aggregates is one that exhibits minimal expansion or contraction
under changing temperatures.
9. Surface Moisture
-Many aggregates have a tendency to attract moisture that is adsorbed around each
particle and gives rise to the bulking phenomenon.
10. Specific Surface of Fine Aggregates
-The surface area per unit weight of the material is called a specific surface.
11. Bulking
-Bulking is a phenomenon that causes the aggregates to swell by absorbing moisture
from the humid air.
-The concrete mix design may be inaccurate and enough additional sand is always
added to compensate for this swelling when this bulk sand will return to normal
state.
12. Bulk Density
-It refers to the amount of voids or spaces between particles, as well as the total
density of aggregates considered.
-The unit weight of sand is between 17 and 25 kNIm3.
Fine Aggregate Grading
Sieve
Sieve Size
Percent Passing
3/8 in
9.5 mm
100
No.4
4.75 mm
95-100
No.8
2.36 mm
80-100
No.16
1.18 mm
50-85
No.30
600µm
25-60
No.50
300µm
5-30
No.100
150µm
0-10
No.200
75µm
0-3
FINENESS MODULUS (FM)
- Obtained by adding the sum of the cumulative percentages by mass of a sample
aggregate retained on each of a specified series of sieves and dividing the sum by
100.
FM = sum of cumulative percent retained/100
Calculation of Fineness Modulus of Sand
Let us say the dry weight of sample = 1000g. After sieve analysis the values appeared
are tabulated below.
Sieve Size
Weight ret
ained(g)
Cumulated weight
retained (g)
Cumulative Percentage weight
retained (%)
4.75 mm
0
0
0
2.36 mm
100
100
10
1.18 mm
250
350
35
0.6 mm
350
700
70
0.3 mm
200
900
90
0.15 mm
100
1000
100
Total
275
Therefore, fineness modulus of aggregate = (cumulative % retained) / 100 =
(275/100) = 2.75
Coarse Aggregates
 The aggregates which is retained on IS 4.75mm sieve
 Most commonly used coarse aggregates are crushed stone, gravel, broken
pieces of burnt bricks, etc.
Coarse Aggregate Grading
Sieve
Sieve Size
Percent Passing
1 ½ in
37.5 mm
100
1 in
25 mm
95-100
½ in
12.5 mm
25-60
No. 4
4.75 mm
0-10
No.8
2.36 mm
0-5
SIEVE ANALYSIS OF AGGREGATES
- It is a process of dividing a sample of aggregate into various fractions, each
consisting of particles of same nominal size.
The resultant of particle size distribution is called the gradation.
Gradation
1. Well graded
Well-graded aggregates have a gradation of particle size
that fairly evenly spans the size from the finest to the
coarsest. A core of well-graded aggregate concrete shoes a
packed field of many different particle sizes.
2. Poor Graded
This aggregate is characterized by a small variation in size.
It includes aggregate particles that are near the same size.
This means that the particles of the aggregate pack
together, leaving relatively large voids in the concrete.
3. Gap Graded
Gap-graded aggregate consists of aggregate particles in
which some intermediate-size particles are missing. A
core of gap-graded concrete shows a field of small-seized
aggregate interspersed with slightly large aggregate
pieces embedded in a small sized aggregate.
Aggregate Property
Test to be Conducted
Strength
Crushing Strength Test
Hardness
Abrasion Test
Impact Value
Impact test
Resistance against weathering
Soundness Test
Shape of Aggregate
Shape Test
Bitumen Adhesion
Bitumen Adhesion Test
Specific Gravity/Relative Density
Specific Gravity Test
Water Absorption
Water Absorption Test
CRUSHING STRENGTH TEST ON AGGREGATES
- The aggregate crushing value gives the crushing strength of
aggregate up to which it can bear the load without fail.
ABRASION TEST ON AGGREGATES
- Hardness property of aggregate is determined by
conducting abrasion test. Los Angeles abrasion testing
machine is used to conduct this test.
IMPACT TEST ON AGGREGATES
- Impact value of aggregate will give aggregate capability
against sudden loads of forces.
SOUNDNESS TEST ON AGGREGATES
- To determine the weathering resistance of aggregate,
soundness test is conducted. If the resistance against
weathering is good for aggregate, then it will have
high durability.
SHAPE TEST ON AGGREGATES
- Shape of aggregate is also important consideration for
the construction of pavement. Aggregate should not
contain flaky and elongated particles in it. If they contain
this type of of particles, they will affect the stability of mix.
BITUMEN ADHESION TEST ON AGGREGATES
- Bitumen adhesion test will give the stripping of bitumen
from the aggregate.
SPECIFIC GRAVITY TEST ON AGGREGATES
- Specific gravity of an aggregate is the ratio of its mass to
that of an equal volume of distilled water at specific
temperature.
WATER ABSORPTION TEST ON AGGREGATES
- This test helps to determine the water absorption value
of aggregate.
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