Grading Analysis for WMM, DBM, BM, BC

GRADING ANALYSIS FOR WMM WORKS

 Name of Work: Work: Job No.

:

 Name of Contractor Contractor : Weight of Sample :

Date:_________________  

Layer thickness :

Tested by :

IS Sieve Weight Cumulative (mm/mic Retained Weight ron) (in gm) Retained (in gm)

Weight  passing (in gm)

% Passing  by weight weight

Specified Remarks Range as per  MoRTH for  road & Bridge (4th revision)

53.00 100 45.00 95 - 100 22.40 60-80 11.20 40-60 4.75 25-40 2.36 15-30 600µ 8-22 75µ

CLIENTS RE REPRESENTATIVE

0-8

CONTRACTORS RE REPRESENTATIVE

GRADING ANALYSIS FOR DBM WORKS

Job No.

:037-AS-2009-10-079

Weight of Sample :

Date:_________________  

Layer thickness :

Tested by :

IS Sieve Weight Cumulative (mm/mic Retained Weight ron) (in gm) Retained (in gm)

Weight  passing (in gm)

% Passing  by weight

Specified Remarks Range as per  MoRTH for  road & Bridge (4th revision)

37.50

100

26.50

90-100

19.00

71-95

13.20

56-80

4.75

38-54

2.36

28-42

300µ

7-21

75µ

2-8

CLIENTS REPRESENTATIVE

CONTRACTORS REPRESENTATIVE

GRADING ANALYSIS FOR BC WORKS

Job No.

:037-AS-2009-10-079

Weight of Sample :

Date:_________________  

Layer thickness :

Tested by :

IS Sieve Weight Cumulative (mm/mic Retained Weight ron) (in gm) Retained (in gm)

Cumulativ % Passing e Weight  by weight  passing (in gm)

Specified Remarks Range as per  MoRTH for  road & Bridge (4th revision)

19.00

100

13.20

79-100

9.50

70-88

4.75

53-71

2.36

42-58

1.18

34-48

600µ

26-38

300µ

18-28

150µ

12-20

75µ

4-10

CLIENTS REPRESENTATIVE

CONTRACTORS REPRESENTATIVE

GRADING ANALYSIS FOR BM WORKS

 Name of Work: Job No.

:037-AS-2009-10-079

Weight of Sample :

Date:_________________  

Layer thickness :

Tested by :

IS Sieve Weight Cumulative (mm/mic Retained Weight ron) (in gm) Retained (in gm)

Weight  passing (in gm)

% Passing  by weight

Specified Remarks Range as per  MoRTH for  road & Bridge (4th revision)

26.50

100

19

90-100

13.20

56-88

4.75

16-36

2.36

4-19

300µ

2-10

75µ

0-8

CLIENTS REPRESENTATIVE

CONTRACTORS REPRESENTATIVE

GRADING ANALYSIS FOR SURFACE DRESSING

Job No.

:037-AS-2009-10-079

Weight of Sample :

Date:_________________  

Layer thickness :

Tested by :

IS Sieve Weight Cumulative (mm/mic Retained Weight ron) (in gm) Retained (in gm)

Weight  passing (in gm)

% Passing  by weight

Specified Remarks Range as per  MoRTH for  road & Bridge (4th revision)

19

100

13.20

85-100

9.50

0-40

6.30

0-7

2.36

0-2

75µ

0-1.5

CLIENTS REPRESENTATIVE

CONTRACTORS REPRESENTATIVE