153959675-grading-analysis-for-wmm-dbm-bm.xls
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GRADING ANALYSIS FOR WMM WORKS Name of Work: Job No.
:
Name of 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
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 REPRESENTATIVE
0-8
CONTRACTORS 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
:
Name of 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
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 REPRESENTATIVE
0-8
CONTRACTORS 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
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