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SAMPLE
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TYPE : BLAST FURNACE SLAG CEMENT CEM III A(S) 42,5,N
STANDARD : TS EN 197-1
TAKEN FROM : PACKING UNIT
DATE : 25.05.2009-31.05.2009 |
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Standard |
Analysis Results |
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Standart |
Analysis Results |
| CHYMICAL ANALYSIS |
Total SiO2 |
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27,15 |
PHYSICAL ANALYSIS |
Specific Gravity gr cm3 |
|
2,98 |
| Insoluble Residue |
max.5,00 |
3,54 |
Water Demand % |
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| Al2O3 |
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8,16 |
Inıtial |
Hour |
min.01.00 |
02:15 |
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Final |
Hour |
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| Fe2O3 |
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2,83 |
Soundness |
mm |
max.10,0 |
1,0 |
| CaO |
|
50,93 |
Fineness |
Specific Surface cm2 gr
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|
5441 |
| MgO |
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2,00 |
Residue 45 µ %
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0,30 |
| SO3 |
max. 4,00 |
2,24 |
MECHANICAL
TESTS |
Hydration Head cal/gr |
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| Na2O |
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0,24 |
Prizm : 40x40=160mm
Mixture : 1/3
Water Cement : 0,5
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| K2O |
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0,66 |
| Total Alkali |
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0,77 |
| CI‾ |
max. 0,1000 |
0,0298 |
| Additive Amount |
36-65 |
43,44 |
| Loss On Ignition |
max 5,00 |
3,17 |
Compessivee Strength |
| f.Cao |
|
0,29 |
| Minerological composition |
Day |
Standard |
Analysis Results |
| C35 |
1 |
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| C2S |
2 |
min.10,0 |
25,3 |
| C3A |
7 |
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| C4AF |
28 |
42,5-62,5 |
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| 2C3A+C4AF |
| Lime saturasion fac. |
28 Days compressive strength of the sample taken at 27.04.2009-03.05.2009 is.53,1 N /mm2 dir.
This report cannot be copied without the permission of the test laboratory.
Test results belong to the sample defined above. |
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