БХТ
CONSTRUCTION DEVELOPMENT CENTER
Accredited testing laboratory · MNS ISO/IEC 17025 · TL1:9
Laboratory: Бетон дүүргэгч материалын лаборатори
MNAS
TL1:9
TL1:9
TEST REPORT
No. БХТ-2026-00003Date: 2026-09-24
| Sample code | LAB-2026-00004 | Sample received on | 2026-09-24 13:37 |
|---|---|---|---|
| Customer | dan llc | Reg. No. | 6494641 |
| Sample name, quantity | Дайрга 5-10, 14 pcs | Testing period | 2026-09-24 – 2026-09-24 |
| Standards applied | MNS 0390:98, MNS 2998:2009 | ||
| Source / quarry | fdsf | Object address | fsd |
| Appearance | fsdf | Environmental conditions | Temperature 10 °C, Humidity 10 % |
| Conclusion | DOES NOT CONFORM to requirements | ||
| No. | Test method | Parameter | Unit | Requirement | Result | Conclusion |
|---|---|---|---|---|---|---|
| 1 | MNS 2998:2009 | Bulk density | kg/m³ | - | 10 | — |
| 2 | MNS 2998:2009 | Particle density | g/cm³ | 2.0-3.0 | 10 | ✗ |
| 3 | MNS 2998:2009 | Gridability | % | - | 1 | — |
| 4 | MNS 0390:98 | Grade of disitegration strength | — | - | 1 | — |
| 5 | MNS 0390:98 | Grade of disitegration in rock strength | kg/cm² | - | 10 | — |
| 6 | MNS 2998:2009 | Flakiness Index | % | <15 | 10 | ✓ |
| 7 | MNS 2998:2009 | Granulated section | % | - | 1 | — |
| 8 | MNS 2998:2009 | Contents in sand pulverulent and clayey particles | % | <1 | 0 | ✓ |
| 9 | MNS 2998:2009 | Lump clay | % | <0.25 | 1 | ✗ |
| 10 | MNS 2998:2009 | Нягт | g/cm³ | >2.0 | 1 | ✗ |
| 11 | MNS 2998:2009 | Density | % | >2.0 | 10 | — |
| 12 | MNS 2998:2009 | Water absorption | % | - | 10 | — |
| 13 | MNS 2998:2009 | Humidity | % | - | 1 | ✓ |
| 14 | MNS 2998:2009 | Perforated stone | % | <10 | 1 | — |
| 15 | MNS 2998:2009 | Cavitation | — | - | Yes | ✓ |