PARTICLE SIZE DISTRIBUTION TEST - SIEVE ANALYSIS

 PARTICLE SIZE DISTRIBUTION TEST - SIEVE ANALYSIS


AIM:

To determine the Particle Size Distribution of the Aggregate by Sieve Analysis.

APPARATUS REQUIRED:

1. Set of IS Sieve         

2. Weighing Balance

PROCEDURE:

1. The test sample is dried to a constant weight at a temperature of 110 ± 5oC and weighed.

2. The sample is sieved by using a set of IS Sieves for 5 minutes.

3. On completion of sieving, the material on each sieve is weighed.

4. Cumulative weight passing through each sieve is calculated as a percentage of the total sample weight.

5. Fineness modulus is obtained by adding cumulative percentage of aggregates retained on each sieve and dividing the sum by 100.

OBSERVATION:

Tabulation for Coarse Aggregate:

SI.No

Sieve Size

Weight Retained

Cumulative Weight Retained

Cumulative % Retained

Cumulative % Passing

1

80

 

 

 

 

2

40

 

 

 

 

3

20

 

 

 

 

4

10

 

 

 

 

5

4.75

 

 

 

 


Tabulation for Fine Aggregate:

SI.No

Sieve Size

Weight Retained

Cumulative Weight Retained

Cumulative % Retained

Cumulative % Passing

1

4.75

 

 

 

 

2

2.36

 

 

 

 

3

1.18

 

 

 

 

4

600µ

 

 

 

 

5

300µ

 

 

 

 

6

150µ

 

 

 

 

7

75µ

 

 

 

 


Note:

Acceptance value for coarse aggregate

SI. NO

IS SIEVE DESIGNATION

PERCENTAGE PASSING FOR SINGLE SIZED AGGREGATE OF NOMINAL SIZE

63mm

40mm

20mm

16mm

12.5mm

10mm

1

80mm

100

-

-

-

-

-

2

63mm

85 – 100

100

-

-

-

-

3

40mm

0 – 30

85 – 100

100

-

-

-

4

20mm

0 - 5

0 – 20

85 – 100

100

-

-

5

16mm

-

-

-

85 – 100

100

-

6

12.5mm

-

-

-

-

85 – 100

100

7

10mm

0 - 5

0 – 5

0 – 20

0 – 30

0 – 45

85 – 100

8

4.75mm

-

-

0 – 5

0 - 5

0 - 10

0 – 20

9

2.36mm

-

-

-

-

-

0 – 5



SI. NO

IS SIEVE DESIGNATION

PERCENTAGE PASSING FOR GRADED AGGREGATE OF NOMINAL SIZE

40mm

20mm

16mm

12.5mm

1

80mm

100

-

-

-

2

63mm

-

-

-

3

40mm

95 – 100

100

-

-

4

20mm

30 - 70

95 – 100

100

100

5

16mm

-

-

90 - 100

 –

6

12.5mm

-

-

-

90 - 100

7

10mm

10 - 35

25 – 55

30 – 70

40 – 85

8

4.75mm

0 – 5

0 - 10

0 – 10

0 - 10

9

2.36mm

-

-

-

-



Acceptance value for Fine Aggregate

SI. NO

IS SIEVE DESIGNATION

PERCENTAGE PASSING FOR

GRADING ZONE 1

GRADING ZONE 1

GRADING ZONE 3

GRADING ZONE 4

1

10mm

100

100

100

100

2

4.75mm

90 – 100

90 – 100

90 – 100

95 – 100

3

2.36mm

60 – 95

75 – 100

85 - 100

95 – 100

4

1.18mm

30 – 70

55 – 90

75 – 100

90 – 100

5

600 micron

15 – 34

35 – 59

60 - 79

80 -100

6

300 micron

5 – 20

8 – 30

12 – 40

15 – 50

7

150 micron

0 - 10

0 - 10

0 - 10

0 - 15



REFERENCE:

IS: 383 – 1970, IS: 2836 (PART - 1) – 1963.


Comments

Popular posts from this blog

SPECIFIC GRAVITY TEST OF COARSE AGGREGATE

pH VALUE OF WATER