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Usage Of Cement
 
Portland Cement
Musa Yapi CEM I 52,5 N
Musa Yapi CEM I 52.5 R
Musa Yapi CEM I 42,5  N
Musa Yapi CEM I 42,5 R
Musa Yapi CEM II/A-P 42.5 R
Musa Yapi CEM III A(S) 42,5 N
Musa Yapi CEM II B(S) 52,5
Musa Yapi CEM III/B(S) 42,5N
Musa Yapi CEM IV/B (P) 32.5 R
Musa Yapi CEM V A (PS) 32.5
Musa Yapi OIL WELL CEMENT
Musa Yapi SRC 32,5 R
Musa Yapi SRC 42,5R
Musa Yapi SRC 42,5 CLINKER
Musa Yapi PORLAND CLINKER
Musa Yapi WHİTE CEMENT

 
 
ANALYSIS REPORT
 
Musa Yapı

TYPE : SULPHATE RESISTING CEMENT SRC-32,5 R
STANDARD : TS 101 57
TAKEN FROM : PACKING UNIT
DATE: 01.06.2009 - 07.06.2009



Standard Analysis Results     Standart Analysis Results
CHYMICAL ANALYSIS       PHYSICAL ANALYSIS Specific Gravity gr cm3   3,13
Total SiO2   19,71 Water Demand %    
Insoluble Residue max.5,00 0,68 Set Time Inıtial Hour min.01:15 02:40
Al2O3    4,17 Final Hour    
Soundness mm max.10,0 1,0
Fe2O3   6,00 Fineness Specific Surface   4565
CaO   63,56 Residue 45µ %   0,80
MgO   1.44 Hidratasyon Isısı cal/ gr    
SO3 max.3.50 2.51 MECHANICAL TESTS Prizm : 40x40=160mm
Mixture : 1/3
Water Cement : 0,5
Na2O   0,23
K2O   0,38
Total Alkali   0,48
CI‾ max.0,1000 0,0305
Additive Amount    
Loss On Ignition max.5,00 2,77
f.Cao   0,53
Minerologic Composition
C3S    
C2S    
C2S    
Compessivee Strength
C2S     Day Standard Analysis Resuluts
C3A max.5,00 0,90 1    
C4AF   18,26 2 min 10,0 26,5
2C3C4AF max. 25,00 20,06 7    
Lime Saturation fac.     28 32,5-52,5  
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.
 

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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