Sl No. |
Group Name |
Test Id |
Test Name |
Unit |
PWD Charge |
Non PWD Charge |
Weight of sample |
No of Days required |
1 |
Cement |
|||||||
1.1 |
1000 |
Fineness |
m2/Kg |
135 |
920 |
1 bag |
1 |
|
1.2 |
1001 |
Standard Consistency |
% |
60 |
620 |
1 bag |
1 |
|
1.3 |
1002 |
Setting Time |
minutes |
50 |
885 |
1 bag |
1 |
|
1.4 |
1003 |
Specific Gravity |
45 |
495 |
1 bag |
1 |
||
1.5 |
1004 |
Soundness |
mm |
80 |
910 |
1 bag |
2 |
|
1.6 |
1005 |
Compressive Strength of Cement Mortar Cube 3 & 7 days |
N/mm2 |
420 |
1655 |
1 bag |
3 |
|
1.7 |
1006 |
Compressive Strength of Cement Mortar cube 28 days |
N/mm2 |
420 |
1655 |
1 bag |
28 |
|
1.8 |
1007 |
Determination of Calcium Content |
130 |
1640 |
1 bag |
0 |
||
1.9 |
1102 |
Mixing of cc with given materials for compression test of 15cm cube |
515 |
1815 |
0 |
0 |
||
1.1 |
1103 |
Cement Content in Cement Mortar |
360 |
2380 |
0 |
0 |
||
2 |
Aggregate |
|||||||
2.1 |
1008 |
Sieve Analysis |
135 |
1300 |
40 kg |
1 |
||
2.2 |
1009 |
Unit Weight, Bulk Density, Void Ratio |
Kg/m3 |
70 |
695 |
40 kg |
1 |
|
2.3 |
1010 |
Water Absorption & Specific Gravity |
% |
175 |
1440 |
40 kg |
3 |
|
2.4 |
1011 |
Soundness - Course Aggregate |
% |
385 |
1620 |
40 kg |
8 |
|
2.5 |
1012 |
Soundness - Fine Aggregate |
% |
365 |
2405 |
40 kg |
8 |
|
2.6 |
1043 |
Abrasion value using Los Angeles Abrasion Testing machine |
% |
350 |
2615 |
50 kg |
3 |
|
2.7 |
1044 |
Crushing Value |
% |
205 |
1390 |
0 |
3 |
|
2.8 |
1045 |
Impact Value |
% |
150 |
1005 |
0 |
0 |
|
2.9 |
1046 |
Combined Flakiness & Elongation Index |
% |
60 |
895 |
0 |
0 |
|
2.1 |
1047 |
Stripping Value |
% |
295 |
1265 |
0 |
0 |
|
2.11 |
1057 |
Sieve Analysis |
% |
135 |
1300 |
0 |
0 |
|
2.12 |
1058 |
Unit Weight, Bulk Density & Void Ratio |
% |
70 |
695 |
0 |
0 |
|
2.13 |
1059 |
Water Absorption and Specific Gravity |
% |
175 |
1440 |
0 |
0 |
|
2.14 |
1060 |
Soundness Test (coarse) |
% |
385 |
1620 |
0 |
0 |
|
2.15 |
1061 |
Soundness Test (fine) |
% |
365 |
2405 |
0 |
0 |
|
2.16 |
1082 |
Flakiness Index |
% |
60 |
895 |
0 |
0 |
|
2.17 |
1083 |
Elongation Index |
% |
60 |
895 |
0 |
0 |
|
2.18 |
1084 |
Flakiness & Elongation Index |
60 |
895 |
0 |
0 |
||
2.19 |
1085 |
Sieve Analysis |
135 |
1300 |
0 |
0 |
||
2.2 |
1086 |
Water Absorption |
175 |
1440 |
0 |
0 |
||
2.21 |
1087 |
Specific Gravity |
175 |
1440 |
0 |
0 |
||
3 |
Concrete |
|||||||
3.1 |
1013 |
Compressive Strength Test on Concrete Cubes |
N/mm2 |
120 |
350 |
1 |
||
3.2 |
1014 |
Mix Design Including Report Charge |
7030 |
19230 |
Cement 2 bags, FA-2bags,CA-4bags |
45 |
||
3.3 |
1074 |
Average Compressive Strength |
0 |
0 |
0 |
0 |
||
3.4 |
1079 |
Compressive Strength of Concrete Core |
1200 |
1200 |
0 |
0 |
||
3.5 |
1097 |
Mix Design Interim Report |
0 |
0 |
0 |
0 |
||
3.6 |
1104 |
Cement Content in Cement Concrete |
360 |
2380 |
0 |
0 |
||
3.7 |
1107 |
Carbonation Test |
0 |
0 |
0 |
0 |
||
3.8 |
1112 |
Rebound Hammer Test |
500 |
500 |
0 |
0 |
||
3.9 |
1113 |
Ultrasonic pulse velocity test |
550 |
550 |
0 |
0 |
||
3.10 |
1114 |
Half cell potential test |
1000 |
1000 |
0 |
0 |
||
3.11 |
1115 |
Cover meter test |
3000 |
3000 |
0 |
0 |
||
3.12 |
1116 |
GPR for scanning concrete |
6000 |
6000 |
0 |
0 |
||
3.13 |
1117 |
carbonation depth test |
1700 |
1700 |
0 |
0 |
||
3.14 |
1118 |
Extraction of concrete cores |
1500 |
1500 |
0 |
0 |
||
4 |
Brick |
|||||||
4.1 |
1015 |
Tolerance & Warpage Test |
mm |
55 |
635 |
20 Nos |
1 |
|
4.2 |
1016 |
Compressive Strength Test(Wet) |
N/mm2 |
180 |
1355 |
5 Nos |
2 |
|
4.3 |
1017 |
Compressive Strength Test(Dry) |
N/mm2 |
180 |
1355 |
5 Nos |
1 |
|
4.4 |
1018 |
Water Absorption |
% |
195 |
850 |
5 Nos |
3 |
|
4.5 |
1019 |
Efflorescence |
80 |
670 |
5 Nos |
5 |
||
5 |
Hollow/ Solid block |
|||||||
5.1 |
1020 |
Compressive Strength Test |
N/mm2 |
120 |
350 |
5 Nos |
1 |
|
5.2 |
1078 |
Average |
0 |
0 |
0 |
0 |
||
6 |
Tiles |
|||||||
6.1 |
1021 |
Tolerance Test |
mm |
55 |
635 |
5 Nos |
3 |
|
6.2 |
1022 |
Roofing Tiles - Breaking Load(Wet) |
N |
95 |
725 |
|
Sl No. |
Group Name |
Test Id |
Test Name |
Unit |
PWD Charge |
Non PWD Charge |
Weight of sample |
No of Days required |
1 |
Cement |
200 | TEST | 20 | 2000 | 1000 | 1 bag | 2 |
1.1 |
1000 |
Fineness |
m2/Kg |
135 |
920 |
1 bag |
1 |
|
1.2 |
1001 |
Standard Consistency |
% |
60 |
620 |
1 bag |
1 |
|
1.3 |
1002 |
Setting Time |
minutes |
50 |
885 |
1 bag |
1 |
|
1.4 |
1003 |
Specific Gravity |
45 |
495 |
1 bag |
1 |
||
1.5 |
1004 |
Soundness |
mm |
80 |
910 |
1 bag |
2 |
|
1.6 |
1005 |
Compressive Strength of Cement Mortar Cube 3 & 7 days |
N/mm2 |
420 |
1655 |
1 bag |
3 |
|
1.7 |
1006 |
Compressive Strength of Cement Mortar cube 28 days |
N/mm2 |
420 |
1655 |
1 bag |
28 |
|
1.8 |
1007 |
Determination of Calcium Content |
130 |
1640 |
1 bag |
0 |
||
1.9 |
1102 |
Mixing of cc with given materials for compression test of 15cm cube |
515 |
1815 |
0 |
0 |
||
1.1 |
1103 |
Cement Content in Cement Mortar |
360 |
2380 |
0 |
0 |
||
2 |
Aggregate |
|||||||
2.1 |
1008 |
Sieve Analysis |
135 |
1300 |
40 kg |
1 |
||
2.2 |
1009 |
Unit Weight, Bulk Density, Void Ratio |
Kg/m3 |
70 |
695 |
40 kg |
1 |
|
2.3 |
1010 |
Water Absorption & Specific Gravity |
% |
175 |
1440 |
40 kg |
3 |
|
2.4 |
1011 |
Soundness - Course Aggregate |
% |
385 |
1620 |
40 kg |
8 |
|
2.5 |
1012 |
Soundness - Fine Aggregate |
% |
365 |
2405 |
40 kg |
8 |
|
2.6 |
1043 |
Abrasion value using Los Angeles Abrasion Testing machine |
% |
350 |
2615 |
50 kg |
3 |
|
2.7 |
1044 |
Crushing Value |
% |
205 |
1390 |
0 |
3 |
|
2.8 |
1045 |
Impact Value |
% |
150 |
1005 |
0 |
0 |
|
2.9 |
1046 |
Combined Flakiness & Elongation Index |
% |
60 |
895 |
0 |
0 |
|
2.1 |
1047 |
Stripping Value |
% |
295 |
1265 |
0 |
0 |
|
2.11 |
1057 |
Sieve Analysis |
% |
135 |
1300 |
0 |
0 |
|
2.12 |
1058 |
Unit Weight, Bulk Density & Void Ratio |
% |
70 |
695 |
0 |
0 |
|
2.13 |
1059 |
Water Absorption and Specific Gravity |
% |
175 |
1440 |
0 |
0 |
|
2.14 |
1060 |
Soundness Test (coarse) |
% |
385 |
1620 |
0 |
0 |
|
2.15 |
1061 |
Soundness Test (fine) |
% |
365 |
2405 |
0 |
0 |
|
2.16 |
1082 |
Flakiness Index |
% |
60 |
895 |
0 |
0 |
|
2.17 |
1083 |
Elongation Index |
% |
60 |
895 |
0 |
0 |
|
2.18 |
1084 |
Flakiness & Elongation Index |
60 |
895 |
0 |
0 |
||
2.19 |
1085 |
Sieve Analysis |
135 |
1300 |
0 |
0 |
||
2.2 |
1086 |
Water Absorption |
175 |
1440 |
0 |
0 |
||
2.21 |
1087 |
Specific Gravity |
175 |
1440 |
0 |
0 |
||
3 |
Concrete |
|||||||
3.1 |
1013 |
Compressive Strength Test on Concrete Cubes |
N/mm2 |
120 |
350 |
1 |
||
3.2 |
1014 |
Mix Design Including Report Charge |
7030 |
19230 |
Cement 2 bags, FA-2bags,CA-4bags |
45 |
||
3.3 |
1074 |
Average Compressive Strength |
0 |
0 |
0 |
0 |
||
3.4 |
1079 |
Compressive Strength of Concrete Core |
1200 |
1200 |
0 |
0 |
||
3.5 |
1097 |
Mix Design Interim Report |
0 |
0 |
0 |
0 |
||
3.6 |
1104 |
Cement Content in Cement Concrete |
360 |
2380 |
0 |
0 |
||
3.7 |
1107 |
Carbonation Test |
0 |
0 |
0 |
0 |
||
3.8 |
1112 |