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ANALYSIS REPORT |
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| SAMPLE:PORTLAND SLAG CEMENTCEM II B(S) 52,5N |
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TS-EN 197-1 CEM I 42,5N |
| STADARD:TS EN 197-1 |
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Packing |
| TAKEN FROM:PACKING UNIT |
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NO:840 |
| DATE:25.05.2009.31.05.2009 |
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08.11.2009DATE:08.12.2009 |
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Analysis Results |
Standard |
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Analysis Results |
Standart |
| CHYMICAL ANALYSIS |
Insoluble Residue |
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PHYSICAL ANALYSIS |
Specific Gravity gr cm3 |
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3,05 |
| Al2O3 |
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6,52 |
Water Demand % |
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Set Time |
Initial |
Hour |
min.0045 |
02:00 |
| Final |
Hour |
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| Fe2O3 |
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3,23 |
Soundness |
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mm |
max.10,0 |
1,3 |
| CaO |
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58,83 |
Fineness |
Specific
Surface cm2
gr |
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51,47 |
| MgO |
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1,73 |
Residue 45 µ
% |
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0,23 |
| SO3 |
max.4.00 |
3,23 |
MECHANICAL
TESTS |
Hydration Head cal/gr |
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| Na2O |
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Prizm : 40x40=160mm
Mixture : 1/3
Water Cement : 0,5 |
| K2O |
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| Total Alkali |
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| CI‾ |
max.0,1000 |
0,0220 |
| Additive Amount |
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| Loss On Ignition |
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3,38 |
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Compessivee Strength |
| Day |
Standard |
Analysis Results |
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| 1 |
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| 2 |
min.20,0 |
33,00 |
| 7 |
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| f.Cao |
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1,06 |
28 |
min.52,5 |
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28 Days compressive strength of the sample taken at 27.04.2009-03.05.2009 is 59,3 N/mm2)
This Report cannot be copied without the permission of the test laboratory
Test results bellong to the sample defined above. |
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