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Mineral powder (activated and non-activated)

Mineral powder is produced from carbonate rocks by fine grinding on special equipment.

It is used as an additive in the production of asphalts. When the product is added to the asphalt mass, its strength, wear resistance increases, and other characteristics improve. The product is added to asphalt mixtures in clearly regulated quantities. The introduction of carbonate powders into the mixture allows you to extend the service life of asphalt pavements. Coatings with the addition of a carbonate powdery substance are resistant to corrosion. Sometimes the absence of this product is compensated by the addition of bitumen, this leads to an increase in the cost of asphalt and a deterioration in its quality.

Certification Testing Center of the RSE at the PVC «East Kazakhstan State Technical University named after D.Serikbayev»

Protocol No. 174 of the Determinative Protocol

test

Date: 09.11.2018

Sheet: page 2 of 2

Source: 05-10/01-174

Table 1 – Test results of MP 1 Activated

Name of indicators

GOST on test methods

Values of indicators

on ND

Actual

Grain composition, % by weight not less than:

– smaller than 2 mm;

– smaller than 0.125 mm;

– smaller than 0.063 mm

GOST 32719-2014

 

 

100

85

70

 

 

100

87,4

77,5

Porosity, %, not more than

GOST 32764-2014

30

26

Bitumen capacity, g, not more than

GOST 32766-2014

50

47,4

Water resistance of samples from a mixture of MP with bitumen

GOST 32765-2014

—-

0,7

Swelling of samples from a mixture of MP with bitumen, %, max

GOST 32707-2014

1,8

1,2

Hydrophobicity

GOST 32704-2014

hydrophobic

INDORTECH

Testing laboratory

Almaty, Kasteev str. 2″B»

Outcomes

Test #1

Date: 10.09.2018

Exodus: 2

Table 1 – Test results of MP 1 not activated

Name of indicators

GOST on test methods

Values of indicators

on ND

Actual

Grain composition, % by weight not less than:

– smaller than 1.25 mm;

– smaller than 0.315 mm;

– smaller than 0.071 mm

ST RK 1221 — 2003

 

 

95

80

60

 

 

100

88

67

Porosity, %, not more than

ST RK 1221 — 2003

38-45

39,1

Bitumen capacity, g, not more than

ST RK 1221 — 2003

80

68,7

Swelling of samples from a mixture of MP with bitumen, %, max

ST RK 1221 — 2003

ST RK 1221 — 2003

3

3,7

Hydrophobicity

ST RK 1221 — 2003

hydrophobic

Testing laboratory of JSC CDS «Doroga»

Russia, Voronezh

Protocol No. 2 of the Determinative Protocol

Test

Date: 13.08.2019

Ex: 958.06/33

Table 1 – Test results of MP 1 Activated

Name of indicators

GOST on test methods

Values of indicators

on ND

Actual

Grain composition, % by weight not less than:

– smaller than 2 mm;

– smaller than 0.125 mm;

– smaller than 0.063 mm

GOST 32719-2014

 

 

100

85

70

 

 

100

91,29

79,19

Medium density

 

2,01

Porosity, %, not more than

GOST 32764-2014

30

21,48

Bitumen capacity, g, not more than

GOST 32766-2014

50

28

Water resistance of samples from a mixture of MP with bitumen

GOST 32765-2014

—-

0,6

Swelling of samples from a mixture of MP with bitumen, %, max

GOST 32707-2014

1,8

1,4

Hydrophobicity

GOST 32704-2014

hydrophobic

Humidity

GOST 32762-14

0,5

0,05

Adding to concret

Mineral powder has a positive effect on the properties of concrete, to some extent it strengthens its strength, resistance to deformation. The product helps to reduce moisture absorption. The quality of cement depends on the amount of carbonate powder. The more it is, the better the cement and vice versa.

Republic of Kazakhstan, East Kazakhstan region
Ust-Kamenogorsk,
Maksima Gorkogo st., 50
office 307, 308

+7 777 213 2663
+7 771 228 8855

 

mpvostok1@gmail.com

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