MATERIAL TESTING
The laboratories in KHRI facilitate various material tests associated with infrastructure development which cater to preconstruction, post construction, and forensic requirements. It includes tests on building materials and pavement materials like cement, concrete, steel, bitumen, soil, aggregate etc. This material testing service is open to both Government and non-government organizations, who make use of this facility at affordable rates. All testing activities at KHRI are managed with the help of software-based Laboratory Information and Management System (LIMS) with the utmost quality control. KHRI Laboratories also have NABL Accreditation.
LABORATORIES
There are three state-of-the-art laboratories in KHRI which are as follows:
TEST RATES
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 |
|