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supplier ordinary portland cement 32.5
supplier ordinary portland cement 32.5
supplier ordinary portland cement 32.5
supplier ordinary portland cement 32.5
supplier ordinary portland cement 32.5
supplier ordinary portland cement 32.5
supplier ordinary portland cement 32.5
supplier ordinary portland cement 32.5

supplier ordinary portland cement 32.5

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≥25 Tons
US $43
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Quick Details

Standard:
ASTM C150
Origin:
Vietnam
INITIAL SETTING TIME:
45 Minutes
FINAL SETTING TIME:
180min
Compressive Strength:
42.5 GRADE
Cement:
Colour
Packing:
50KG/BAG

Quick Details

Place of Origin:
Vietnam
Grade:
42.5 Premium
Loss -on-ignition(L.O.I.):
2.89%
Standard:
ASTM C150
Origin:
Vietnam
INITIAL SETTING TIME:
45 Minutes
FINAL SETTING TIME:
180min
Compressive Strength:
42.5 GRADE
Cement:
Colour
Packing:
50KG/BAG
AMERICIAN SOCIETY FOR TESTING MATERIALS
Items CHARACTERISTICS Units SPECIFICATION LIMIT TEST RESULT TEST METHODS
ASTM C150-TYPE I
1 SiO2 % 22 max 20.26 ASTMC114
2 Al2O3 % - 5.16
3 Fe2O3 % - 3.18
4 CaO % 60 min 63.28
5 MgO % 6 max 1.05
6 SO3 % 3 max 2.55
7 Loss on Ignition, (LOI) % 3 max 2.71
8 Insoluble Residue % 0.75 max 0.69
9 Chloride conten % A -
10 Total Alkali Na2Ot®= Na2O + 0.658 K2O % 0.75 max 0.55
11 C3S % A BY
CALCULATED
12 C2S % A
13 C3A % A
14 C4AF % A
15 Specific surface or Blaine cm2/g 3200 min 3537 ASTM C204
16 Retained content on sieve 45mm % A ASTM C430
17 Setting time
18 - Initial Setting Time Minute 45 min 125 ASTMC191
19 - Final Setting Time Minute 375 max 185
20 Heat of hydration:
21 7 Days KJ/kg A ASTM C 186
22 28 Days KJ/kg A ASTM C 186
23 Mass density g/cm A ASTM C 188
24 Sulfate resistance, 14 days expansion % A ASTM C 452
25 Air content of mortar % ≤ 12.0 ASTM C 185
26 Autoclave expansion % < 0.80 ASTM C 151
27 Compressive strength
28 - 3 days MPa 12 min 16.8 ASTMC109
29 - 7 days 19 min 25.3
30 - 28 days 28 min 37.2
31 Fineness
32 Retained content on sieve 0.09mm % 3 max 0.12 ASTM C430
33 Chloride content % 0.1 max 0.04 ASTMC114
34 CaO free % 1.5 max 0.65 ASTMC114
A: No applicable,
C3S = (4.071x%CaO)-(7.60x%SiO2)-(6.718x%Al2O3)-(1.43x%Fe2O3),
C2S=(2.867) x % SiO2- (0.7544 x % C3S),
C3A =(2.650x% Al2O3)-(1.692x% Fe2O3), C4AF = 3.043 x % Fe2O3
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