ATZ PORTLAND CEMENT TYPE I C150

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Category: Cement

ATZ PORTLAND CEMENT TYPE I C150 is produced from high-quality raw materials, where clinker is ground with gypsum to create a fine and consistent product. This cement is specifically formulated for applications that require a higher strength development rate, offering excellent performance in both the short and long term. It is ideal for general construction projects requiring rapid strength gain and consistent durability.

Applications:

ATZ PORTLAND CEMENT TYPE I C150 is suitable for concrete, mortar, plaster, and brick. It is ideal for projects where fast-setting concrete is needed, such as in structural applications, foundations and paving. This cement provides excellent workability, durability, and reliable performance for projects that require early strength development, making it a preferred choice for general construction.

Specifications:

ATZ PORTLAND CEMENT TYPE I C150 conforming to ASTM C150/C150M. The “Type I” classification refers to Portland cement, a high-strength variety suitable for general construction.

  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

20.00

ASTM C114-18

Alumium Oxide (Al2 O3)

N/A

5.12

Ferric Oxide (Fe2O3)

N/A

3.36

Calcium Oxide (CaO)

N/A

63.4

Magnesium Oxide (MgO)

N/A

1.99

Sulfate content (SO3)

≤ 3.0

2.70

Chloride content (Cl-)

≤ 0.10

0.007

Loss on ignition, LOI

≤ 3.5

2.86

Insoluble residue, IR

≤ 1.5

0.44

Equivalent alkalies

Na2O+0.658 K2O

≤ 0.6

0.55

Physical Properties

Spect.Limit

Typical results

Test Method

Setting times: minutes

Initial:

Final:

 

≥ 45

≤ 375

 

150

190

 

ASTM C191

Soundness,mm

≤ 5.0

0.75

 

Finenest test (Blaine): cm2 /g

≥ 3200

4100

ASTM C204

Retained content on

+ sieve 45 μm: %

+ sieve 80 μm: %

+ sieve 90 μm: %

 

≤ 12.0

≤ 6.0

N/A

 

2.4

0.20

0.16

ASTM C430

Autoclave expansion, %

≤ 0.8

0.01

ASTM C151/C151M

Air content of mortar, %

≤ 12.0

6.1

ASTM C185

False set, %

50

85.0

ASTM C451

Compressive Strength  (Mpa)

Spect.Limit

Typical results

Test Method

  • After 3 days
  • After 7 days
  • After 28 days

 12.0

 19.0

28.0

       26.0

33.0

44.0

 

ASTM C109/C109M

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