CLIENT AUTHORITY ENGINEER Name of Lab.
M.P.R.R.DA. CHIEF GENERAL MANAGER - INDORE DIVISON RRNMU-Indore
GRADATION OF FINE AGGREGATE
(IS : 383)
Name/PKG of Road MP 39 B 029
& Bridge
Source of Material Chota Udaipur Gujrat Report No 1
Sample Chainage Chota Udaipur Gujrat Date of Sampled Received 11/27/2021
Description Concrete Mix Design Date of Tested 11/30/2021
Sampled by GM Kukshi Tested By RRNMU-Indore
Contractore M/S Prakash Patidar Kasrawad Total Weight in gm. 1000
Weight Cum.Wt. Specification as per Table 1000-2 MORTH
IS Sieve Size (MM) % Retained % Passing
Retained (gm) Retained (gm)
ZONE I ZONE II ZONE III
10.0 0 0 0 100 100 100 100
4.75 7 7 0.70 99.30 90-100 90-100 90-100
2.36 22 29 2.90 97.10 60-95 75-100 85-100
1.18 275 304 30.40 69.60 30-70 55-90 75-100
0.600 223 527 52.70 47.30 15-34 35-59 60-79
0.300 386 913 91.30 8.70 5-20 8-30 12-40
0.150 65 978 97.80 2.20 0-10 0-10 0-10
Fineness Modulus = 2.76
Silt Content = 0.80
Remark - F.M. Should be Between 2.0 to 3.50 and Silt Content by wet sieving less then 3 %
Checked by Tested By
CLIENT AUTHORITY ENGINEER Name of Lab.
M.P.R.R.DA. CHIEF GENERAL MANAGER - INDORE Div. RRNMU-Indore
GRADATION OF FINE AGGREGATE
(IS : 383)
Name/PKG of Road
& Bridge MP 39 B 029
Source of Material Chota Udaipur Gujrat Report No 2
Sample Chainage Chota Udaipur Gujrat Date of Sampled Received 11/27/2021
Description Concrete Mix Design Date of Tested 11/30/2021
Sampled by GM Kukshi Tested By RRNMU-Indore
Contractore M/S Prakash Patidar Kasrawad Total Weight in gm. 1000
Weight Cum.Wt. Specification as per Table 1000-2 MORTH
IS Sieve Size (MM) Retained (gm) Retained (gm) % Retained % Passing
ZONE I ZONE II ZONE III
10.0 0 0 0 100 100 100 100
4.75 7 7 0.70 99.30 90-100 90-100 90-100
2.36 22 29 2.90 97.10 60-95 75-100 85-100
1.18 275 304 30.40 69.60 30-70 55-90 75-100
0.600 223 527 52.70 47.30 15-34 35-59 60-79
0.300 386 913 91.30 8.70 5-20 8-30 12-40
0.150 65 978 97.80 2.20 0-10 0-10 0-10
Fineness Modulus = 2.76
Silt Content = 0.80
Remark - F.M. Should be Between 2.0 to 3.50 and Silt Content by wet sieving less then 3 %
Checked by Tested By
CLIENT AUTHORITY ENGINEER Name of Lab.
M.P.R.R.DA. CHIEF GENERAL MANAGER - INDORE Div. RRNMU-Indore
GRADATION OF FINE AGGREGATE
(IS : 383)
Name/PKG of Road
& Bridge MP 39 B 029
Source of Material Chota Udaipur Gujrat Report No 3
Sample Chainage Chota Udaipur Gujrat Date of Sampled Received 11/27/2021
Description Concrete Mix Design Date of Tested 11/30/2021
Sampled by GM Kukshi Tested By RRNMU-Indore
Contractore M/S Prakash Patidar Kasrawad Total Weight in gm. 1000
Weight Cum.Wt. Specification as per Table 1000-2 MORTH
IS Sieve Size (MM) Retained
(gm) Retained (gm) % Retained
% Passing
ZONE I ZONE II ZONE III
10.0 0 0 0 100 100 100 100
4.75 7 7 0.70 99.30 90-100 90-100 90-100
2.36 22 29 2.90 97.10 60-95 75-100 85-100
1.18 275 304 30.40 69.60 30-70 55-90 75-100
0.600 223 527 52.70 47.30 15-34 35-59 60-79
0.300 386 913 91.30 8.70 5-20 8-30 12-40
0.150 65 978 97.80 2.20 0-10 0-10 0-10
Fineness Modulus = 2.76
Silt Content = 0.80
Remark - F.M. Should be Between 2.0 to 3.50 and Silt Content by wet sieving less then 3 %
Checked by Tested By
CLIENT AUTHORITY ENGINEER Name of Lab.
M.P.R.R.DA. CHIEF GENERAL MANAGER - INDORE Div. RRNMU-Indore
GRADATION OF FINE AGGREGATE
(IS : 383)
Name/PKG of Road MP 39 B 029
& Bridge
Source of Material Chota Udaipur Gujrat Report No 4
Sample Chainage Chota Udaipur Gujrat Date of Sampled Received 11/27/2021
Description Concrete Mix Design Date of Tested 11/30/2021
Sampled by GM Kukshi Tested By RRNMU-Indore
Contractore M/S Prakash Patidar Kasrawad Total Weight in gm. 1000
Weight Cum.Wt. Specification as per Table 1000-2 MORTH
IS Sieve Size (MM) Retained (gm) Retained (gm) % Retained % Passing
ZONE I ZONE II ZONE III
10.0 0 0 0 100 100 100 100
4.75 7 7 0.70 99.30 90-100 90-100 90-100
2.36 22 29 2.90 97.10 60-95 75-100 85-100
1.18 275 304 30.40 69.60 30-70 55-90 75-100
0.600 223 527 52.70 47.30 15-34 35-59 60-79
0.300 386 913 91.30 8.70 5-20 8-30 12-40
0.150 65 978 97.80 2.20 0-10 0-10 0-10
Fineness Modulus = 2.76
Silt Content = 0.80
Remark - F.M. Should be Between 2.0 to 3.50 and Silt Content by wet sieving less then 3 %
Checked by Tested By
CLIENT AUTHORITY ENGINEER Name of Lab.
M.P.R.R.DA. CHIEF GENERAL MANAGER - INDORE Div. RRNMU-Indore
GRADATION OF FINE AGGREGATE
(IS : 383)
Name/PKG of Road MP 39 B 029
& Bridge
Source of Material Chota Udaipur Gujrat Report No 5
Sample Chainage Chota Udaipur Gujrat Date of Sampled Received 11/27/2021
Description Concrete Mix Design Date of Tested 11/30/2021
Sampled by GM Kukshi Tested By RRNMU-Indore
Contractore M/S Prakash Patidar Kasrawad Total Weight in gm. 1000
Weight Cum.Wt. Specification as per Table 1000-2 MORTH
IS Sieve Size (MM) Retained
(gm) Retained (gm) % Retained
% Passing
ZONE I ZONE II ZONE III
10.0 0 0 0 100 100 100 100
4.75 20 20 2.00 98.00 90-100 90-100 90-100
2.36 22 42 4.20 95.80 60-95 75-100 85-100
1.18 275 317 31.70 68.30 30-70 55-90 75-100
0.600 223 540 54.00 46.00 15-34 35-59 60-79
0.300 386 926 92.60 7.40 5-20 8-30 12-40
0.150 65 991 99.10 0.90 0-10 0-10 0-10
Fineness Modulus = 2.84
Silt Content = 0.80
Remark - F.M. Should be Between 2.0 to 3.50 and Silt Content by wet sieving less then 3 %
Checked by Tested By
