ATZ PORTLAND CEMENT TYPE V C150
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Cement
ATZ PORTLAND CEMENT TYPE V C150 is made from high-quality clinker finely ground with gypsum, this cement offers superior sulfate resistance and rapid strength gain. Ideal for projects in aggressive environments with high sulfate levels, it ensures excellent short- and long-term performance and durability.
Applications:
ATZ PORTLAND CEMENT TYPE V C150 is suitable for concrete, mortar, plaster, and bricks, it excels in high sulfate environments like foundations, marine structures, and sulfate-rich soils. It provides excellent workability, durability, and reliable performance for projects needing strong sulfate resistance.
Specifications:
ATZ PORTLAND CEMENT TYPE V C150 complies with ASTM C150/C150M standards. The “Type V” classification refers to Portland cement with high sulfate resistance, making it ideal for applications where exposure to high levels of sulfate is expected
TYPICAL PROPERTIES (This specification can be varied little on each production batch)
|
Chemical Content (%) |
Spect.Limit |
Typical results |
Test Method |
|
Silicon Dioxide (SiO2) |
N/A |
20.02 |
ASTM C114-18 |
|
Alumium Oxide (Al2 O3) |
≤ 6.0 |
4.57 |
|
|
Ferric Oxide (Fe2O3) |
≤ 6.0 |
4.68 |
|
|
Calcium Oxide (CaO) |
N/A |
63.03 |
|
|
Magnesium Oxide (MgO) |
≤ 6.0 |
1.91 |
|
|
Sulfate content (SO3) |
≤ 2.3 |
2.10 |
|
|
Chloride content (Cl-) |
≤ 0.10 |
0.011 |
|
|
Loss on ignition, LOI |
≤ 3.5 |
2.26 |
|
|
Insoluble residue, IR |
≤ 1.5 |
0.42 |
|
|
Equivalent alkalies Na2O+0.658 K2O |
≤ 0.6 |
0.54 |
|
|
Physical Properties |
Spect.Limit |
Typical results |
Test Method |
|
Setting times: minutes Initial: Final: |
≥ 45 ≤ 375 |
145 200 |
ASTM C191
|
|
Soundness,mm |
≤ 5.0 |
0.75 |
|
|
Finenest test (Blaine): cm2/g |
≥ 3200 |
4000 |
ASTM C204 |
|
Retained content on + sieve 45 μm: % + sieve 90 μm: % |
≤ 12.0 ≤ 6.0 |
3.6 1.3 |
ASTM C430 |
|
Autoclave expansion, % |
≤ 0.8 |
0.05 |
ASTM C151/C151M |
|
Air content of mortar, % |
≤ 12.0 |
6.0 |
ASTM C185 |
|
Sulfate resitance, 14 days expansion, % |
≤ 0.04 |
0.027 |
ASTM C452 |
|
Limestone, % |
≤ 5.0 |
2.5 |
- |
|
CaCO3, % |
≥ 70.0 |
96.3 |
- |
|
False set, % |
≥ 50 |
79.9 |
ASTM C451 |
|
Compressive Strength (Mpa) |
Spect.Limit |
Typical results |
Test Method |
|
≥ 8.0 ≥ 15.0 ≥ 21.0 |
20.0 30.0 40.0 |
ASTM C109/C109M |
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