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ANALYSIS REPORT |
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TYPE : SULPHATE RESISTING CEMENT SRC-32,5 R
STANDARD : TS 101 57
TAKEN FROM : PACKING UNIT
DATE: 01.06.2009 - 07.06.2009
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Standard |
Analysis Results |
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Standart |
Analysis Results |
| CHYMICAL ANALYSIS |
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PHYSICAL ANALYSIS |
Specific Gravity gr cm3 |
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3,13 |
| Total SiO2 |
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19,71 |
Water Demand % |
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| Insoluble Residue |
max.5,00 |
0,68 |
Set Time |
Inıtial Hour |
min.01:15 |
02:40 |
| Al2O3 |
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4,17 |
Final Hour |
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| Soundness mm |
max.10,0 |
1,0 |
| Fe2O3 |
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6,00 |
Fineness |
Specific Surface |
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4565 |
| CaO |
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63,56 |
Residue 45µ % |
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0,80 |
| MgO |
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1.44 |
Hidratasyon Isısı cal/ gr |
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| SO3 |
max.3.50 |
2.51 |
MECHANICAL TESTS |
Prizm : 40x40=160mm
Mixture : 1/3
Water Cement : 0,5 |
| Na2O |
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0,23 |
| K2O |
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0,38 |
| Total Alkali |
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0,48 |
| CI‾ |
max.0,1000 |
0,0305 |
| Additive Amount |
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| Loss On Ignition |
max.5,00 |
2,77 |
| f.Cao |
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0,53 |
Minerologic Composition |
| C3S |
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| C2S |
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| C2S |
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Compessivee Strength |
| C2S |
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Day |
Standard |
Analysis Resuluts |
| C3A |
max.5,00 |
0,90 |
1 |
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| C4AF |
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18,26 |
2 |
min 10,0 |
26,5 |
| 2C3C4AF |
max. 25,00 |
20,06 |
7 |
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| Lime Saturation fac. |
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28 |
32,5-52,5 |
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28 Days compressive strength of the sample taken at 04.05.2009-10.05.2009 is:49,9N /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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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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