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TEST ON FRESH CONCRETE
AND HARDENED CONCRETE
PRESENT BY:
MOHAMMED JIRUWALA
ALI LOKHANDWALA
JAYDEEP MAKWANA
CSPIT CIVIL DEPARTMENT
CHAROTAR UNIVERSITY OF SCIENCE AND
TECHNOLOGY
TEST ON FRESH CONCRETE
• What actually is a fresh Concrete?
• It is a phase of concrete from mixing to curing-
• Mixing
• Transporting
• Placing
• Compacting
• Layering(Finishing)
• Curing
• Also referred as- Green concrete, Workable concrete, Plastic
concrete.
Images of Fresh Concrete
PROPERTIES
• Properties of Fresh Concrete includes-
• Workability
• w/c ratio
• Bleeding
• Segregation
• Shrinkage due to temperature
COMPACTION FACTOR TEST
IS-1199(1959)-MERGED FRESH CONCRETE
TESTS
 Apparatus- Compactometer
• Gives the idea regarding workability and compactibility
• Image-
COMPACTION FACTOR TEST
Observation
• Mixed proportion-1:2:3
• Weight of cement-2.68kg
• Weight of coarse aggregate-8.34kg
• Weight of fine aggregate-5.33kg
Procedure
• Preparation of concrete--pouring it into the compactometer
apparatus—opening couple of lids guiding the concrete to
cylinder—take that weight of uncompacted concrete cylinder
weight—take weight of compacted concrete cylinder weight—
take the ratio—analyze the results.
The test which we performed
Weight of empty
cylinder
Wt. of uncompacted
concrete cylinder
Wt of fully compacted
concrete cylinder
0.905
0.91
0.915
0.92
0.925
0.93
0.935
0.94
0.945
0.95
0.955
0.96
0 0.1 0.2 0.3 0.4 0.5 0.6
compaction factor
The workability is directly proportional to the w/c cement ratio.
OUTCOME
SLUMP TEST
• IS 1199-1959- Sampling
• IS 7320- Specification of slump apparatus
• Slump test gives the idea regarding workability
of concrete.
PROCEDURE
EQUIPMENTS USED
• SLUMP CONE
• TAMPING ROD
• WEIGHING MACHINE
• ROLLER SCALE
• PLATE
PROPORTIANATE MIX
• CEMENT-2.68KG
• WATER-1.4L
• FINE AGGREGATES-5.33KG
• COARSE AGGREGATES-8.34KG
• W/C RATIO-0.55
• PROPORTION RATIO-1:2:3
Source:-
CHARUSAT UNIVERSITY
CSPIT: Concrete Lab
• Slump deforms in three possibilities(on the basis of height
from apex and shape)
o True slump- 0 to 175 mm from top
o Shear slump
o Collapsible slump
Other tests done on Fresh Concrete
Vee-Bee test
(IS: 1199-1959)
• It is based on the
measurement of the time to
transfer the concrete mix
from a frustum of the cone to
the cylinder .
• More the VEBE time , less
the workability of the mix . It
is very useful method for the
stiff mixes
Flow table test
(IS:1199-1959)
• For determination of consistency
of concrete where the nominal
maximum size of aggregate does
not exceed 38 mm using flow
table apparatus.
TEST ON HARDENED CONCRETE
WHAT IS HARDENED CONCRETE?
REASONS FOR PERFOMING THE TESTS?
TYPES OF TESTS ON HARDENED
CONCRETE
1. DESTRUCTIVE TESTS
1. Compressive strength test
2. Split-tension test
3. Flexural strength test
TYPES OF TESTS ON HARDENED
CONCRETE
1.NON DESTRUCTIVE TESTS
1. Modulus of Elasticity
2. Rebound hammer test
3. Penetration resistance test
4. Ultrasonic pulse velocity test
ULTRASONIC PULSE VELOCITY TEST
• IS 13311(PART -1)-1992
• An ultrasonic pulse velocity (UPV) test is an in-situ, nondestructive test to
check the quality of concrete and natural rocks. In this test, the strength and
quality of concrete or rock is assessed by measuring the velocity of an
ultrasonic pulse passing through a concrete structure or natural rock
formation.
Method of calculation of pulse velocity :
Velocity = (Distance travelled / Path length)
Time taken
Pulse Velocity in concrete will be
in Km/sec.
represented
REBOUND HAMMER TEST
•IS 13311 -2 (1992)
•It is a quick method for assessing the quality of
concrete based on surface hardness indicated the by
Rebound number.
•An higer rebound values indicate higher hardness of
the concrete .
•Weight < 2Kg
•Impact Energy = 2.2Nm
•Suitability20 – 60 MPa
COMPRESSION TEST
 Apparatus- Compression machine(UTM)
• We can get the idea about compressive
strength of the concrete block
Standard Dimension of mould-
15x15x15cm3
 Procedure
• Casting the blocks—Unmoulding—
curing-- placing in compression
machine—Take the load reading—
analyze the results.
OUTCOME
• For any sample of concrete whose compressive strength is to
be tested, 3 or more cubes are casted and the values are
analyzed.
• Stress=failure load/Cross sectional area
• here, the load at failure turns out to be 434kN corresponding to
the cross sectional area of 225cm2.
• The Mpa value of this block as per the experiment is
19.39Mpa which is less than the desired value.
NDT1_Smart sensors
• In this testing process, the
sensor chips are used to
manipulate the properties of the
hardened concrete.
• Properties mentioned below can
be analyzed and displayed in
tabular or graphical manner.
» Compressive strength and its
graph with time
» Brittleness
» Interior temperature
» Internal cracks
» Void content
» Expansion and contraction of
specimen with time.
THANK YOU
mohammedjiruwala07@gmail.com
alilokhando@outlook.com
jdmak1306@gmail.com

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Test on fresh concrete and harden concrete

  • 1. TEST ON FRESH CONCRETE AND HARDENED CONCRETE PRESENT BY: MOHAMMED JIRUWALA ALI LOKHANDWALA JAYDEEP MAKWANA CSPIT CIVIL DEPARTMENT CHAROTAR UNIVERSITY OF SCIENCE AND TECHNOLOGY
  • 2. TEST ON FRESH CONCRETE • What actually is a fresh Concrete? • It is a phase of concrete from mixing to curing- • Mixing • Transporting • Placing • Compacting • Layering(Finishing) • Curing • Also referred as- Green concrete, Workable concrete, Plastic concrete.
  • 3. Images of Fresh Concrete
  • 4. PROPERTIES • Properties of Fresh Concrete includes- • Workability • w/c ratio • Bleeding • Segregation • Shrinkage due to temperature
  • 5. COMPACTION FACTOR TEST IS-1199(1959)-MERGED FRESH CONCRETE TESTS  Apparatus- Compactometer • Gives the idea regarding workability and compactibility • Image-
  • 6. COMPACTION FACTOR TEST Observation • Mixed proportion-1:2:3 • Weight of cement-2.68kg • Weight of coarse aggregate-8.34kg • Weight of fine aggregate-5.33kg Procedure • Preparation of concrete--pouring it into the compactometer apparatus—opening couple of lids guiding the concrete to cylinder—take that weight of uncompacted concrete cylinder weight—take weight of compacted concrete cylinder weight— take the ratio—analyze the results.
  • 7. The test which we performed
  • 8. Weight of empty cylinder Wt. of uncompacted concrete cylinder Wt of fully compacted concrete cylinder
  • 9. 0.905 0.91 0.915 0.92 0.925 0.93 0.935 0.94 0.945 0.95 0.955 0.96 0 0.1 0.2 0.3 0.4 0.5 0.6 compaction factor The workability is directly proportional to the w/c cement ratio. OUTCOME
  • 10. SLUMP TEST • IS 1199-1959- Sampling • IS 7320- Specification of slump apparatus • Slump test gives the idea regarding workability of concrete.
  • 11. PROCEDURE EQUIPMENTS USED • SLUMP CONE • TAMPING ROD • WEIGHING MACHINE • ROLLER SCALE • PLATE PROPORTIANATE MIX • CEMENT-2.68KG • WATER-1.4L • FINE AGGREGATES-5.33KG • COARSE AGGREGATES-8.34KG • W/C RATIO-0.55 • PROPORTION RATIO-1:2:3
  • 13. • Slump deforms in three possibilities(on the basis of height from apex and shape) o True slump- 0 to 175 mm from top o Shear slump o Collapsible slump
  • 14. Other tests done on Fresh Concrete Vee-Bee test (IS: 1199-1959) • It is based on the measurement of the time to transfer the concrete mix from a frustum of the cone to the cylinder . • More the VEBE time , less the workability of the mix . It is very useful method for the stiff mixes
  • 15. Flow table test (IS:1199-1959) • For determination of consistency of concrete where the nominal maximum size of aggregate does not exceed 38 mm using flow table apparatus.
  • 16. TEST ON HARDENED CONCRETE
  • 17. WHAT IS HARDENED CONCRETE? REASONS FOR PERFOMING THE TESTS?
  • 18. TYPES OF TESTS ON HARDENED CONCRETE 1. DESTRUCTIVE TESTS 1. Compressive strength test 2. Split-tension test 3. Flexural strength test
  • 19. TYPES OF TESTS ON HARDENED CONCRETE 1.NON DESTRUCTIVE TESTS 1. Modulus of Elasticity 2. Rebound hammer test 3. Penetration resistance test 4. Ultrasonic pulse velocity test
  • 20. ULTRASONIC PULSE VELOCITY TEST • IS 13311(PART -1)-1992 • An ultrasonic pulse velocity (UPV) test is an in-situ, nondestructive test to check the quality of concrete and natural rocks. In this test, the strength and quality of concrete or rock is assessed by measuring the velocity of an ultrasonic pulse passing through a concrete structure or natural rock formation.
  • 21.
  • 22.
  • 23. Method of calculation of pulse velocity : Velocity = (Distance travelled / Path length) Time taken Pulse Velocity in concrete will be in Km/sec. represented
  • 24.
  • 25.
  • 26.
  • 27. REBOUND HAMMER TEST •IS 13311 -2 (1992) •It is a quick method for assessing the quality of concrete based on surface hardness indicated the by Rebound number. •An higer rebound values indicate higher hardness of the concrete .
  • 28. •Weight < 2Kg •Impact Energy = 2.2Nm •Suitability20 – 60 MPa
  • 29.
  • 30. COMPRESSION TEST  Apparatus- Compression machine(UTM) • We can get the idea about compressive strength of the concrete block Standard Dimension of mould- 15x15x15cm3  Procedure • Casting the blocks—Unmoulding— curing-- placing in compression machine—Take the load reading— analyze the results.
  • 31.
  • 32. OUTCOME • For any sample of concrete whose compressive strength is to be tested, 3 or more cubes are casted and the values are analyzed. • Stress=failure load/Cross sectional area • here, the load at failure turns out to be 434kN corresponding to the cross sectional area of 225cm2. • The Mpa value of this block as per the experiment is 19.39Mpa which is less than the desired value.
  • 33. NDT1_Smart sensors • In this testing process, the sensor chips are used to manipulate the properties of the hardened concrete. • Properties mentioned below can be analyzed and displayed in tabular or graphical manner. » Compressive strength and its graph with time » Brittleness » Interior temperature » Internal cracks » Void content » Expansion and contraction of specimen with time.