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 |
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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.