Ras al Khaimah -
United Arab Emirates
Cement
| S.No | Test Name | Test Method |
|---|---|---|
| 1 | COMPRESSIVE STRENGHT OF HYDRAULIC CEMENT | BS EN 196 Part 1 |
| 2 | SETTING TIME (INITIAL & FINAL) & CONSISTENCY OF CEMENT | BS EN 196 : 3 |
| 3 | WORKSHEET FOR STANDARD CONSISTANCY AND INITIAL AND FINAL SETTING TIME | BS EN 196 : 3 |
| 4 | FINENESS OF CEMENT | BS EN 196 Part 6 |
| 5 | FINENESS BY BLAINE AIR PREMEABILITY OF CEMENT | BS EN 196 -Part 6 |
| 6 | LA CHATELIER SOUNDNESS | BS EN 196 : 3 |
| 7 | SOUNDNESS BY LE-CHATELIER METHOD | BS EN 196 : 3 |
| 8 | FLEXURAL STRENGTH OF HYDRAULIC CEMENT | BS EN 196 Part 1 |
| 9 | DETERMINATION OF DENSITY OF CEMENT | BS EN 196 -Part 6 |
| 10 | COMPRESSIVE STRENGTH OF HYDRAULIC CEMENT MORTARS | ASTM C:109/C109M |
| 11 | CEMENT DENSITY | ASTM C 188 |
| 12 | COMPRESSIVE STRENGTH OF GROUT | BS EN 445 ; Clause 3.5 |
| 13 | FLEXURAL STRENGTH OF GROUT | BS EN 445 ; Clause 3.5 |
| 14 | AIR CONTENT OF HYDRAULIC CEMENT | ASTM C 185 |
| 15 | NORMAL CONSISTENCY OF HYDRAULIC CEMENT | ASTM C 187 |
| 16 | TIME OF SETTING OF HYDRAULIC CEMENT | ASTM C 191 |
| 17 | DETERMINATION OF STRENGHT ACTIVITY INDEX OF FLY ASH | BS EN 450-1 |
| 18 | INITIAL SETTING TIME OF FLY ASH + CEMENT PASTE | BS EN 450-1 |
| 19 | SOUNDNESS BY LE-CHATELIER METHOD (FLY ASH + CEMENT) | BS EN 450-1 |
| 20 | FINENESS OF HYDRAULIC CEMENT BY AIR PERMEABILITY APPARATUS | ASTM C 204 |
| 21 | DETERMINATION OF WATER REQUIREMENT OF FLY ASH | BS EN 450-1 |
| 22 | PARTICLE DENSITY OF FLY ASH | ASTM C 188 |
| 23 | CEMENT- FINENESS BY BLAINE AIR PERMEABILITY | BS EN 450-1 / BS EN 196-Part 6 |
| 24 | CEMENT- FINENESS BY WET SEIVING-FLYASH | BS EN 451-2 |
| 25 | DETERMINATION OF SLAG ACTIVITY INDEX | ASTM C 989 |
| 26 | FINENESS OF HYDRAULIC CEMENT BY THE 45µM SIEVE | ASTM C 430 |
| 27 | DETERMINATION FOR RATE OF WATER ABSORPTION OF MASONARY MORTARS | ASTM C 1403 |
| 28 | DETERMINATION OF LITRE WEIGHT OF CLINKER | ICT-001 |
| 29 | DETERMINATION OF CEMENT RESIDUE | BSEN 196 PART 6: |
| 30 | DETERMINATION OF SOUNDNESS BY LE-CHATELIER METHOD (GGBS-CEMENT) | BS 6699/ EN 15167-1 |
| 31 | DETERMINATION OF INITIAL SETTING TIME OF GGBS+CEMENT PASTE | BS 6699 / EN 15167-1 |
| 32 | DETERMINATION OF ACTIVITY INDEX OF GGBS | EN 15167-1 |
| 33 | DETERMINATION OF FINENESS OF FLY ASH BY THE 45UM SIEVE | ASTM C 311 |
| 34 | DETERMINATION OF COMPRESSIVE STRENGTH OF GGBS | BS 6699 |
| 35 | POTENTIAL ALKALI REACTIVITY OF CEMENT -AGGREGATE COMBINATION | ASTM C 227 |
| 36 | POTENTIAL ALKALI REACTIVITY OF CORBONATED ROCK | ASTM C 586 |
| 37 | FLOW OF HYDRAULIC CEMENT MORTAR | ASTM C 1437 |
| 38 | EARLY STIFFENING OF HYDRAULIC CEMENT PASTE | ASTM C 451 |
| 39 | DETERMINATION OF TIME REQUIRED FOR INITIAL AND FINAL SETTING OF CEMNT | GSO 1915 |
| 40 | DETERMINATION OF SOFTNESS OF CEMENT USING AIR PERMEABILITY APPARATUS | GSO 1915 |
| 41 | DETERMINATION OF STANDARD TEXTURE OF CEMENT PASTE | GSO 1915 |
| 42 | DETERMINATION OF PRESSURE STRENGTH OF CEMENT MORTAR CUBE | GSO 1915 |
| 43 | HEAT OF HYDRATION OF HYDRAULIC CEMENT | ASTM C 186 |
| 44 | HEAT OF HYDRATION OF HYDRAULIC CEMENT | BS EN 196-8 |
| 45 | BULKDENSITY OF MICROSILICA | ASTM C 1240 |
| 46 | APPARENT LOOSE /PACKED DENSITY OF HYDRATED LIMESTONE | ASTM C 110 |
| 47 | DETERMINATION OF % RETAINED /PASS ON 90 µm BY DRY SIEVE | BS 812 :PART 103.1 |
