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Standard Specification for Portland Cement (ASTM C 150)
C 150 – 00 Standard Specification for Portland Cement.This standard is issued under the fixed designation C 150; the number immediately following the designation indicates the year of original adoption or, in the case of revision, the year of last revision. A number in parentheses

Standard Chemical Requirements

Cement TypeA

I and IA

II and IIA

III and IIIA

IV

V

Silicon dioxide (SiO2), min, %

...

20.0B,C

...

...

...

Aluminum oxide (Al2O3), max, %

...

6.0

...

...

...

Ferric oxide (Fe2O3), max, %

...

6.0B,C

...

6.5

...

Magnesium oxide (MgO), max, %

6.0

6.0

6.0

6.0

6.0

Sulfur trioxide (SO3),D max, %

...

...

...

...

...

When (C3A)E is 8 % or less

3.0

3.0

3.5

2.3

2.3

When (C3A)E is more than 8 %

3.5

F

4.5

F

F

Loss on ignition, max, %

3.0

3.0

3.0

2.5

3.0

Insoluble residue, max, %

0.75

0.75

0.75

0.75

0.75

Tricalcium silicate (C3S),E max, %

...

...

...

35B

...

Dicalcium silicate (C2S),E min, %

...

...

...

40B

...

Tricalcium aluminate (C3A)E max, %

...

8

15

7B

5C

Tetracalcium aluminoferrite plus twice the tricalcium aluminateE (C4AF + 2(C3A)),

...

...

...

...

25C

or solid solution (C4AF+C2F),
as applicable, max, %

...

...

...

...

...


Optional Chemical Requirements

Cement Type

I and IA

II and IIA

III and IIIA

IV

V

Remarks

Tricalcium aluminate (C3A),B max, %

...

...

8

...

...

for moderate sulfate resistance

Tricalcium aluminate (C3A),B max, %

...

...

5

...

...

for high sulfate resistance

Sum of tricalcium silicate and tricalcium

...

58C

...

...

...

for moderate heat of hydration

aluminate,B max, %

...

...

...

...

...

...

Equivalent Alkalies (Na2O + 0.658K2O), max, %

0.60D

0.60D

0.60D

0.60D

0.60D

low-alkali cement


Standard Physical Requirements

Cement TypeA

I

IA

II

IIA

III

IIIA

IV

V

Air content of mortar,B volume %:

 

 

 

 

 

 

 

 

max

12

22

12

22

12

22

12

12

min

...

16

...

16

...

16

...

...

Fineness,C specific surface, m2/kg (alternative methods):

 

 

 

 

 

 

 

 

Turbidimeter test, min

160

160

160

160

...

...

160

160

Air permeability test, min

280

280

280

280

...

...

280

280

Autoclave expansion, max, %

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

Strength, not less than the values shown for the ages

 

 

 

 

 

 

 

 

indicated as follows:D

 

 

 

 

 

 

 

 

Compressive strength, MPa (psi):

 

 

 

 

 

 

 

 

1 day

...

...

...

...

12.0

10.0

...

...

 

 

 

 

 

(1740)

(1450)

 

 

3 days

12.0

10.0

10.0

8.0

24.0

19.0

...

8.0

 

(1740)

(1450)

(1450)

(1160)

(3480)

(2760)

 

(1160)

 

 

 

7.0E

6.0E

 

 

 

 

 

 

 

(1020)E

(870)E

 

 

 

 

7 days

19.0

16.0

17.0

14.0

...

...

7.0

15.0

 

(2760)

(2320)

(2470)

(2030)

 

 

(1020)

(2180)

 

 

 

12.0E

9.0E

 

 

 

 

 

 

 

(1740)E

(1310)E

 

 

 

 

28 days

...

...

...

...

...

...

17.0

21.0

 

 

 

 

 

 

 

(2470)

(3050)

Time of setting (alternative methods):F

 

 

 

 

 

 

 

 

Gillmore test:

 

 

 

 

 

 

 

 

Initial set, min, not less than

60

60

60

60

60

60

60

60

Final set, min, not more than

600

600

600

600

600

600

600

600

Vicat test:G

 

 

 

 

 

 

 

 

Time of setting, min, not less than

45

45

45

45

45

45

45

45

Time of setting, min, not more than

375

375

375

375

375

375

375

375


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