| Code | Explanation | |
| IFC Predefined Type |
IfcSlabType |
FLOOR |
|---|---|---|
| IFC Classification |
IfcCovering |
|
| BIMobject category |
Building Materials / Tiles |
|
| ETIM Code |
EC010182 |
Natural Stone Tile |
| Masterformat 2014 Code |
09-30-33 |
Stone Tiling |
| OmniClass Code |
23-15 17 13 17 13 |
Stone Flooring |
| Uniclass 1.4 Code |
Ss_30_42_56_57 |
Natural Stone Tile Flooring Systems |
| Uniclass 2015 Code |
Pr-35-93-96-86 |
Stone Stones |
| Uniformat II Code |
C30 |
Stone Flooring |
| UNSPSC Code |
30161706 |
Stone or Tile Flooring |
Calacatta Viola
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Şentaş Marble
Tepecik Mah. 900. Sokak No.: 6/1 İscehisar Afyonkarahisar
+90 272 341 5005
info@sentasmarble.com
www.sentasmarble.com
International Classification Codes
Test Results
| EN-1341_1342_1343 | Standards | Values |
| Determination of Abrasion Resistance | TS EN 14157 |
|
|---|---|---|
| Determination of Compressive Strength | TS EN 1926 |
|
| Determination of Flexural Strength (3-Point Bending) | TS EN 12372 |
|
| Determination of Flexural Strength (4-Point Bending) | TS EN 13161 |
|
| Determination of Frost Resistance (56 Cycles - Compressive Strength) | TS EN 12371 |
|
| Determination of Frost Resistance (56 Cycles - Flexural Strength) | TS EN 12371 |
|
| Determination of geometric characteristics on units | TS EN 13373 |
|
| Determination of real density and apparent density and of total and open porosity | TS EN 1936 |
|
| Determination of the slip resistance by means of the pendulum tester | TS EN 14231 |
|
| Determination of Water Absorption at Atmospheric Pressure | TS EN 13755 |
|
| Petrographic Examination | TS EN 12407 |
CRYSTALLINE MARBLE |
| ASTM | Standards | Values |
| Absorption and Bulk Specific Gravity of Dimension Stone | ASTM C97M-18 |
2695 |
|---|---|---|
| Modulus of Rupture of Dimension Stone | ASTM C99M-18 |
17,2 |
| Compressive Strength of Dimension Stone | ASTM C170M-17 |
78,6 |
| Abrasion Resistance of Stone Subjected to Foot Traffic | ASTM C241 |
29,3 |
| Flexural Strength of Dimension Stone | ASTM C880M-18 |
14,4 |































