- Technical reports
- Volakas
Volakas marble — Technical properties and laboratory tests
- Report no.
- 25183
- Report date
- 03.03.2026
- Laboratory
- Natural Stone Analysis Laboratory (DAL), Afyon Kocatepe University
- Accreditation
- TÜRKAK, AB-0384-T
- Location
- Greece / Drama / Ohiro
- Origin
- Metamorphic
- Rock name
- Dolomitic Marble
- Colour
- White (N9), Pale Green (5G7/2)
Full reportPDF, 30 pages
Volakas is a dolomitic marble of metamorphic origin from Ohiro (Drama, Greece). According to report no. 25183 of the Natural Stone Analysis Laboratory, its compressive strength is 146 MPa, its apparent density 2812 kg/m³, its water absorption at atmospheric pressure 0.36% and its flexural strength under constant moment 5.46 MPa.
Values are as printed in the report and apply only to the specimens tested. Results marked with an asterisk (*) are accredited by TÜRKAK.

Physical properties
Source: Natural Stone Analysis Laboratory, report no. 25183, pp. 3, 6, 7, 12, 19
The report gives Volakas an apparent density of 2812 kg/m³ and an open porosity of 0.88% (TS EN 1936:2010), water absorption at atmospheric pressure of 0.36% (TS EN 13755:2014) and a water absorption coefficient by capillarity of 0.768 g/m²·s0.5 (TS EN 1925:2000). Each value is the average of six specimens.
| Property | Value | Unit | Standard | Specimens | Page |
|---|---|---|---|---|---|
| Real density1 | 2905 | kg/m³ | TS EN 1936:2010 | 6 specimens | p. 3 |
| Apparent density (accredited by TÜRKAK) | 2812 | kg/m³ | TS EN 1936:2010 | 6 specimens | p. 3 |
| Total porosity1,2 | 3.21 | % | TS EN 1936:2010 | 6 specimens | p. 3 |
| Open porosity (accredited by TÜRKAK) | 0.88 | % | TS EN 1936:2010 | 6 specimens | p. 3 |
| Water absorption at atmospheric pressure (accredited by TÜRKAK) | 0.36 | % | TS EN 13755:2014 | 6 specimens | p. 7 |
| Water absorption coefficient by capillarity (accredited by TÜRKAK) | 0.768 | g/m²·s0.5 | TS EN 1925:2000 | 6 specimens | p. 6 |
| Sound speed propagation (accredited by TÜRKAK) | 1776.67 | m/s | TS EN 14579:2006 | 6 specimens | p. 12 |
| Water vapour transmission properties3 | — | TS EN ISO 12572:2016 | 3 specimens | p. 19 |
- Page 3 of the report marks these two values as “not accredited”.
- The report prints the total porosity of specimen 5 as “331”; the average (3.21) is consistent with a value of 3.31.
- The report gives the result of this test as four quantities (flow rate, transmission rate, permeability, diffusion resistance factor), so the table shows no single value. Some of the report’s summary values do not agree with the specimen values: the flow rate of specimen 3 against the average and standard deviation, and the standard deviation of the diffusion resistance factor. The values below are as printed in the report.
Tables from the report
Density and porosity
p. 3
| Test no. | 1 | 2 | 3 | 4 | 5 | 6 | Average | Standard deviation |
|---|---|---|---|---|---|---|---|---|
| Real density (kg/m³) | 2907 | 2905 | 2905 | 2902 | 2905 | 2904 | 2905 | 1 |
| Apparent density (kg/m³) | 2804 | 2803 | 2814 | 2818 | 2809 | 2821 | 2812 | 7 |
| Total porosity (%) | 3.45 | 3.49 | 3.10 | 2.99 | 331 | 2.89 | 3.21 | 0.25 |
| Open porosity (%) | 0.84 | 0.98 | 0.76 | 0.91 | 0.93 | 0.89 | 0.88 | 0.08 |
Tested between 22.09.2025 and 23.09.2025 at 22.8 °C and 38.0% humidity.
Water absorption at atmospheric pressure
p. 7
| Test no. | 1 | 2 | 3 | 4 | 5 | 6 | Average | Standard deviation |
|---|---|---|---|---|---|---|---|---|
| Water absorption (%) | 0.35 | 0.33 | 0.35 | 0.35 | 0.42 | 0.35 | 0.36 | 0.03 |
Tested between 22.09.2025 and 26.09.2025 at 22.1 °C and 33.0% humidity.
Water absorption coefficient by capillarity
p. 6
| Test no. | 1 | 2 | 3 | 4 | 5 | 6 | Average | Standard deviation |
|---|---|---|---|---|---|---|---|---|
| Specimen size (mm) | 49.74x49.76 | 50.32x52.11 | 50.05x51.90 | 52.18x49.93 | 51.91x50.14 | 50.37x50.90 | ||
| Coefficient (g/m²·s0.5) | 0.862 | 0.851 | 0.669 | 0.742 | 0.723 | 0.758 | 0.768 | 0.075 |
Tested between 22.09.2025 and 26.09.2025 at 21.5 °C and 32.0% humidity.
Sound speed propagation
p. 12
| Test no. | 1 | 2 | 3 | 4 | 5 | 6 | Average | Standard deviation |
|---|---|---|---|---|---|---|---|---|
| Sound speed (m/s) | 1818 | 2150 | 1573 | 1619 | 1618 | 1882 | 1776.67 | 220.77 |
Measured by direct transmission with a CNS FARNELL (Pundit Plus) device, a 5 cm (~19.6 cm²) transducer and a frequency of 54 kHz. Tested between 06.10.2025 and 07.10.2025 at 22.1 °C and 33.0% humidity.
Water vapour transmission properties
p. 19
| Test no. | 1 | 2 | 3 | Average result | Standard deviation |
|---|---|---|---|---|---|
| Water vapour flow rate (mg/h) | 41.71 | 39.42 | 57.17 | 39.43 | 2.27 |
| Water vapour transmission rate (mg/m²·h) | 1983.75 | 1874.75 | 1767.74 | 1875.41 | 108.41 |
| Water vapour permeability (mg/m²·Pa) | 67.39 | 63.69 | 60.06 | 63.71 | 3.67 |
| Water vapour diffusion resistance factor (µ) | 0.75 | 0.80 | 0.85 | 0.80 | 0.46 |
Tested between 22.09.2025 and 02.10.2025 at 22.4 °C and 36.0% humidity.
Mechanical properties
Source: Natural Stone Analysis Laboratory, report no. 25183, pp. 8–10, 17, 23, 30
Volakas has a compressive strength of 146 MPa, the average of ten specimens (TS EN 1926:2013). Flexural strength depends on the method: 5.46 MPa under constant moment (TS EN 13161:2014); under concentrated load, 4.98 MPa with 250 mm between supports and 7.27 MPa with 150 mm (TS EN 12372:2022).
| Property | Value | Unit | Standard | Specimens | Page |
|---|---|---|---|---|---|
| Compressive strength (accredited by TÜRKAK) | 146 | MPa | TS EN 1926:2013 | 10 specimens | p. 8 |
| Flexural strength under constant moment (accredited by TÜRKAK)1 | 5.46 | MPa | TS EN 13161:2014 | 10 specimens | p. 9 |
| Flexural strength under concentrated load, 250 mm between supports (accredited by TÜRKAK)1 | 4.98 | MPa | TS EN 12372:2022 | 10 specimens | p. 10 |
| Flexural strength under concentrated load, 150 mm between supports (accredited by TÜRKAK)1 | 7.27 | MPa | TS EN 12372:2022 | 10 specimens | p. 30 |
| Breaking load at dowel hole (accredited by TÜRKAK)2 | 1.518 | kN | TS EN 13364:2003 | 10 specimens | p. 17 |
| Rupture energy (accredited by TÜRKAK) | 4.3318 | J | TS EN 14158:2004 | 6 specimens | p. 23 |
- The report gives this property in three separate series. Under constant moment the load is applied at two points, under concentrated load at one; the specimens are 300 and 180 mm long. The series are kept apart and not merged into one average.
- Specimen values are in N and the average in kN; the report gives the standard deviation as “0.23” with the unit (N).
Compressive strength (MPa)average 146
Flexural strength, constant moment (MPa)average 5.46
Flexural strength, concentrated load, 250 mm (MPa)average 4.98
Flexural strength, concentrated load, 150 mm (MPa)average 7.27
Tables from the report
Compressive strength
p. 8
| Test no. | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 |
|---|---|---|---|---|---|---|---|---|---|---|
| Breaking load (kN) | 429.2 | 346.5 | 293.6 | 368.3 | 406.9 | 381.7 | 396.8 | 370.7 | 353.6 | 380.0 |
| Compressive strength (MPa) | 165 | 136 | 115 | 144 | 160 | 150 | 156 | 145 | 139 | 149 |
| Average compressive strength (MPa) | 146 | |||||||||
| Standard deviation (MPa) | 14 | |||||||||
Tested between 24.09.2025 and 25.09.2025 at 22.5 °C and 38.0% humidity.
Flexural strength under constant moment
p. 9
| Test no. | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 |
|---|---|---|---|---|---|---|---|---|---|---|
| Deviation from perpendicularity (°) | 0.01 | 0.00 | 0.00 | 0.00 | 0.01 | 0.00 | 0.00 | 0.00 | 0.01 | 0.00 |
| Breaking load (kN) | 0.93 | 1.39 | 1.21 | 1.28 | 1.44 | 1.56 | 1.47 | 1.68 | 1.52 | 1.73 |
| Flexural strength (MPa) | 3.53 | 5.19 | 4.52 | 4.94 | 5.61 | 6.04 | 5.67 | 6.54 | 5.95 | 6.63 |
| Average flexural strength (MPa) | 5.46 | |||||||||
| Standard deviation (MPa) | 0.95 | |||||||||
Tested between 22.12.2025 and 23.12.2025 at 24.2 °C and 34.0% humidity.
Flexural strength under concentrated load, 250 mm
p. 10
| Test no. | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 |
|---|---|---|---|---|---|---|---|---|---|---|
| Deviation from perpendicularity (°) | 0.00 | 0.01 | 0.01 | 0.00 | 0.00 | 0.01 | 0.01 | 0.00 | 0.00 | 0.01 |
| Breaking load (kN) | 1.06 | 1.85 | 1.89 | 1.13 | 0.92 | 0.90 | 1.03 | 1.32 | 2.45 | 1.69 |
| Flexural strength under concentrated load (MPa) | 3.74 | 6.45 | 6.79 | 4.00 | 3.19 | 3.15 | 3.63 | 4.51 | 8.52 | 5.85 |
| Average flexural strength under concentrated load (MPa) | 4.98 | |||||||||
| Standard deviation (MPa) | 1.82 | |||||||||
Tested between 24.09.2025 and 25.09.2025 at 24.1 °C and 37.0% humidity.
Flexural strength under concentrated load, 150 mm
p. 30
| Test no. | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 |
|---|---|---|---|---|---|---|---|---|---|---|
| Deviation from perpendicularity (°) | 0.00 | 0.00 | 0.01 | 0.01 | 0.00 | 0.00 | 0.01 | 0.00 | 0.01 | 0.01 |
| Breaking load (kN) | 1.19 | 1.20 | 1.14 | 1.45 | 1.27 | 1.31 | 1.26 | 1.17 | 1.04 | 1.47 |
| Flexural strength under concentrated load (MPa) | 6.81 | 6.85 | 6.58 | 8.57 | 7.59 | 7.73 | 7.36 | 6.79 | 5.92 | 8.46 |
| Average flexural strength under concentrated load (MPa) | 7.27 | |||||||||
| Standard deviation (MPa) | 0.84 | |||||||||
Tested between 22.12.2025 and 23.12.2025 at 21.1 °C and 35.0% humidity.
Breaking load at dowel hole
p. 17
| Test no. | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 |
|---|---|---|---|---|---|---|---|---|---|---|
| bA (mm) | 28.27 | 35.67 | 35.00 | 28.00 | 31.96 | 48.76 | 43.50 | 35.38 | 41.83 | 48.70 |
| Average bA (mm) | 37.71 | |||||||||
| Standard deviation (mm) | 7.65 | |||||||||
| d1 (mm) | 9.00 | 9.04 | 12.16 | 10.03 | 10.07 | 9.70 | 11.43 | 9.30 | 9.61 | 11.90 |
| Average d1 (mm) | 10.22 | |||||||||
| Standard deviation (mm) | 1.18 | |||||||||
| Breaking load (N) | 1741 | 1290 | 1322 | 1338 | 1335 | 1874 | 1601 | 1381 | 1440 | 1858 |
| Average breaking load, F (kN) | 1.518 | |||||||||
| Standard deviation (N) | 0.23 | |||||||||
Tested between 12.09.2025 and 22.09.2025 at 23.4 °C and 38.0% humidity.
Rupture energy
p. 23
| Test no. | 1 | 2 | 3 | 4 | 5 | 6 |
|---|---|---|---|---|---|---|
| Impact height (mm) | 266.6 | 525.9 | 484.3 | 396.6 | 408.3 | 568.8 |
| Rupture energy (J) | 2.6143 | 5.1570 | 4.7490 | 3.8891 | 4.0038 | 5.5777 |
| Average rupture energy (J) | 4.3318 | |||||
| Standard deviation (J) | 1.0640 | |||||
Tested between 18.09.2025 and 19.09.2025 at 21.8 °C and 40.0% humidity.
Surface properties
Source: Natural Stone Analysis Laboratory, report no. 25183, pp. 2, 4–5, 11, 20, 24–25
In the pendulum test Volakas has a slip resistance of 56.48 SRV dry and 8.33 SRV wet (TS EN 14231:2004, corrected average). Its abrasion value is 22.23 mm (TS EN 14157:2017) and its Mohs hardness 3.5; polished specimens measured 54.25 Gloss at 60°.
| Property | Value | Unit | Standard | Specimens | Page |
|---|---|---|---|---|---|
| Slip resistance, dry (accredited by TÜRKAK)1 | 56.48 | SRV | TS EN 14231:2004 | 6 specimens | p. 5 |
| Slip resistance, wet (accredited by TÜRKAK)1 | 8.33 | SRV | TS EN 14231:2004 | 6 specimens | p. 4 |
| Abrasion resistance (accredited by TÜRKAK) | 22.23 | mm | TS EN 14157:2017 | 6 specimens | p. 11 |
| Hardness on the Mohs scale | 3.5 | Mohs | TS 6809-1:2012 | 6 specimens | p. 24 |
| Gloss, 60°2 | 54.25 | Gloss | ASTM D523:2014 | 6 specimens | p. 25 |
| Roughness | 0.430 | mm | EN ISO 1302 | 6 specimens | p. 2 |
| Colour, lightness/darkness L3 | 89.65 | — | — | p. 20 | |
| Colour, reddish/greenish a3 | −0.13 | — | — | p. 20 | |
| Colour, yellowish/blueish b3 | 1.89 | — | — | p. 20 |
- Corrected average value. The report gives no slip class or field of use for slip resistance, and it does not state the surface finish of the test specimens.
- Laboratory note: polished specimens measured 54.25 Gloss, and the slabs were accepted as able to take a polish.
- Colour scale of the International Commission on Illumination; measured on a slab, as three tests. The report gives the test method as “-”.
Tables from the report
Slip resistance
pp. 4–5
| Test no. | 1 | 2 | 3 | 4 | 5 | 6 |
|---|---|---|---|---|---|---|
| Specimen temperature (°C) | 21 | 21 | 21 | 21 | 21 | 21 |
| Correction factor | 0.25 | 0.25 | 0.25 | 0.25 | 0.25 | 0.25 |
| Average correction factor | 0.25 | |||||
| Value read on the scale (SRV) | 8 | 7 | 9 | 8 | 9 | 7 |
| Value read on the scale, rotated 180° (SRV) | 8 | 8 | 9 | 9 | 8 | 7 |
| Average value (SRV) | 8.08 | |||||
| Corrected average value (SRV) | 8.33 | |||||
| Standard deviation (SRV) | 0.79 | |||||
| Test no. | 1 | 2 | 3 | 4 | 5 | 6 |
|---|---|---|---|---|---|---|
| Specimen temperature (°C) | 22 | 22 | 22 | 22 | 22 | 22 |
| Correction factor | 0.48 | 0.48 | 0.48 | 0.48 | 0.48 | 0.48 |
| Average correction factor | 0.48 | |||||
| Value read on the scale (SRV) | 55 | 58 | 57 | 56 | 56 | 55 |
| Value read on the scale, rotated 180° (SRV) | 56 | 57 | 56 | 55 | 56 | 55 |
| Average value (SRV) | 56.00 | |||||
| Corrected average value (SRV) | 56.48 | |||||
| Standard deviation (SRV) | 0.95 | |||||
Tested between 18.09.2025 and 19.09.2025 at 21.8 °C and 40.0% humidity.
Abrasion resistance
p. 11
| Test no. | 1 | 2 | 3 | 4 | 5 | 6 |
|---|---|---|---|---|---|---|
| Measured abrasion length (mm) | 22.64 | 23.13 | 23.15 | 21.61 | 21.51 | 21.59 |
| Calculated abrasion value (mm) | 22.60 | 23.09 | 23.11 | 21.57 | 21.47 | 21.55 |
| Average abrasion value (mm) | 22.23 | |||||
| Standard deviation (mm) | 0.79 | |||||
The report prints the start date as “11.09.202”; the test finished on 12.09.2025. Laboratory conditions 22.8 °C and 40.0% humidity.
Mohs hardness
p. 24
| Test no. | 1 | 2 | 3 | 4 | 5 | 6 |
|---|---|---|---|---|---|---|
| Measured hardness values (Mohs) | 3.5 | 3.5 | 3.5 | 3.5 | 3.5 | 3.5 |
| Range of hardness (Mohs) | 3.5 | |||||
Tested between 10.09.2025 and 11.09.2025 at 22.0 °C and 38.0% humidity.
Gloss
p. 25
| Test no. | 1 | 2 | 3 | 4 | 5 | 6 |
|---|---|---|---|---|---|---|
| Gloss measurement angle (°) | 60 | |||||
| Gloss (Gloss) | 51.352.1 | 54.652.3 | 62.762.9 | 54.854.3 | 54.654.0 | 49.348.1 |
| 54.254.4 | 53.052.6 | 62.962.8 | 54.355.2 | 52.752.8 | 47.648.5 | |
| Average gloss (Gloss) | 54.25 | |||||
| Standard deviation (Gloss) | 4.48 | |||||
Tested between 10.09.2025 and 11.09.2025 at 22.2 °C and 38.0% humidity.
Roughness
p. 2
| Test no. | 1 | 2 | 3 | 4 | 5 | 6 |
|---|---|---|---|---|---|---|
| Roughness (mm) | 0.5210.359 | 0.3610.419 | 0.3600.452 | 0.4310.370 | 0.4180.508 | 0.7280.587 |
| 0.5180.331 | 0.3400.391 | 0.2850.381 | 0.6190.474 | 0.3030.620 | 0.1850.362 | |
| Average roughness (mm) | 0.430 | |||||
| Standard deviation | 0.124 | |||||
Tested between 10.09.2025 and 11.09.2025 at 22.0 °C and 38.0% humidity.
Colour
p. 20
| Colour scale | Test 1 | Test 2 | Test 3 | Average | Standard deviation |
|---|---|---|---|---|---|
| Lightness/darkness, L | 90.70 | 88.84 | 89.40 | 89.65 | 0.95 |
| Reddish/greenish, a | −0.31 | 0.01 | −0.09 | −0.13 | 0.16 |
| Yellowish/blueish, b | 1.90 | 2.09 | 1.69 | 1.89 | 0.20 |
Tested between 22.09.2025 and 23.09.2025 at 22.1 °C and 36.0% humidity.
Durability
Source: Natural Stone Analysis Laboratory, report no. 25183, pp. 13–16, 22, 29
In the salt crystallization test the Volakas specimens had an average mass change of −19.16% (TS EN 12370:2020). After 56 frost cycles the compressive strength was 136.3 MPa and the flexural strength 4.52 MPa (TS EN 12371:2011); after thermal shock the average flexural strength was 4.91 MPa (TS EN 14066:2015).
| Property | Value | Unit | Standard | Specimens | Page |
|---|---|---|---|---|---|
| Resistance to salt crystallization, average mass change (accredited by TÜRKAK)1 | −19.16 | % | TS EN 12370:2020 | 6 specimens | p. 16 |
| Compressive strength after frost, 56 cycles (accredited by TÜRKAK)2 | 136.3 | MPa | TS EN 12371:2011 | 10 specimens | p. 13 |
| Average loss of mass after frost, compressive specimens (accredited by TÜRKAK) | 0.012 | % | TS EN 12371:2011 | 10 specimens | p. 13 |
| Flexural strength after frost, 56 cycles (accredited by TÜRKAK)2 | 4.52 | MPa | TS EN 12371:2011 | 10 specimens | p. 14 |
| Average mass change after frost, flexural specimens (accredited by TÜRKAK) | 0.015 | % | TS EN 12371:2011 | 10 specimens | p. 14 |
| Average flexural strength after thermal shock (accredited by TÜRKAK)3 | 4.91 | MPa | TS EN 14066:2015 | 10 specimens | p. 22 |
| Average sound speed propagation after thermal shock (accredited by TÜRKAK)3 | 1621.00 | m/s | TS EN 14066:2015 | 10 specimens | p. 22 |
| Average open porosity after thermal shock (accredited by TÜRKAK)3 | 1.04 | % | TS EN 14066:2015 | 10 specimens | p. 22 |
| Ageing by salt mist, average mass change (accredited by TÜRKAK)4 | 0.01 | % | TS EN 14147:2004 | 6 specimens | p. 29 |
| Ageing by SO₂ in humid conditions, solution A (accredited by TÜRKAK)5 | 0.065 | % | TS EN 13919:2004 | 3 specimens | p. 15 |
| Ageing by SO₂ in humid conditions, solution B (accredited by TÜRKAK)5 | 0.034 | % | TS EN 13919:2004 | 3 specimens | p. 15 |
- Specimen values range from −0.38 to −43.59. The photograph taken after the test, on page 16 of the report, shows pieces broken off some of the specimens.
- The after-frost values belong to separate groups of specimens; the report gives no rate of change against specimens that were not frozen.
- Before thermal shock the values are 4.98 MPa, 1776.67 m/s and 0.89%; the first two equal the averages on pages 10 and 12 of the report, while page 3 gives open porosity as 0.88. The report’s rates of change (%) are −1.42, −8.82 and 17.42. The average mass goes from 2156.86 g to 2156.81 g, a change (%) of −0.0023. None of the ten specimens showed oxidation, discoloration, spots, cracks, exfoliation or swelling.
- None of the six specimens showed oxidation, discoloration, spots, cracks, exfoliation or swelling.
- Solution A is 150 ml distilled water + 500 ml H₂SO₃, solution B 500 ml distilled water + 150 ml H₂SO₃.
Salt crystallization, mass change (%)average −19.16
Compressive strength (MPa)average 146, report p. 8
Compressive strength after frost (MPa)average 136.3
Tables from the report
Resistance to salt crystallization
p. 16
| Test no. | 1 | 2 | 3 | 4 | 5 | 6 |
|---|---|---|---|---|---|---|
| Mass change (%) | −26.60 | −2.07 | −6.52 | −43.59 | −35.82 | −0.38 |
| Average mass change (%) | −19.16 | |||||
| Standard deviation (%) | 18.62 | |||||
Tested between 22.09.2025 and 15.10.2025 at 20.4 °C and 42.0% humidity.
Compressive strength after frost
p. 13
| Test no. | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 |
|---|---|---|---|---|---|---|---|---|---|---|
| Specimen width (mm) | 50 | 50 | 50 | 51 | 50 | 50 | 50 | 50 | 51 | 50 |
| Specimen length (mm) | 51 | 51 | 51 | 50 | 51 | 51 | 51 | 51 | 50 | 50 |
| Specimen height (mm) | 50 | 51 | 51 | 51 | 51 | 51 | 52 | 51 | 51 | 51 |
| Breaking load (kN) | 387.7 | 400.6 | 375.9 | 362.8 | 341.8 | 324.8 | 292.2 | 405.4 | 337.3 | 243.0 |
| Compressive strength (MPa) | 152.1 | 157.1 | 147.4 | 142.3 | 134.0 | 127.4 | 114.6 | 159.0 | 132.3 | 97.2 |
| Average compressive strength (MPa) | 136.3 | |||||||||
| Standard deviation (MPa) | 19.60 | |||||||||
| Loss of mass (%) | 0.014 | 0.016 | 0.022 | 0.014 | 0.005 | 0.008 | 0.022 | 0.003 | 0.003 | 0.011 |
| Average loss of mass (%) | 0.012 | |||||||||
Tested between 12.09.2025 and 14.10.2025 at 22.1 °C and 33.0% humidity.
Flexural strength after frost
p. 14
| Test no. | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 |
|---|---|---|---|---|---|---|---|---|---|---|
| Specimen width (mm) | 49.44 | 49.65 | 49.82 | 49.77 | 49.67 | 49.61 | 50.00 | 50.15 | 49.36 | 49.59 |
| Specimen thickness (mm) | 50.85 | 50.85 | 51.10 | 50.70 | 50.82 | 51.00 | 50.87 | 50.92 | 51.10 | 51.07 |
| Specimen length (mm) | 300 | 300 | 300 | 300 | 300 | 300 | 300 | 300 | 300 | 300 |
| Deviation from perpendicularity (°) | 0.01 | 0.00 | 0.00 | 0.01 | 0.01 | 0.00 | 0.00 | 0.01 | 0.00 | 0.00 |
| Breaking load (kN) | 1.26 | 1.04 | 1.06 | 1.29 | 1.61 | 1.18 | 1.37 | 1.31 | 1.16 | 1.36 |
| Flexural strength (MPa) | 4.6 | 3.7 | 3.8 | 4.6 | 5.8 | 4.2 | 4.8 | 4.6 | 4.2 | 4.9 |
| Average flexural strength (MPa) | 4.52 | |||||||||
| Standard deviation (MPa) | 0.60 | |||||||||
| Mass change (%) | 0.015 | 0.009 | 0.014 | 0.013 | 0.006 | 0.013 | 0.019 | 0.040 | 0.014 | 0.007 |
| Average mass change (%) | 0.015 | |||||||||
Tested between 12.09.2025 and 14.10.2025 at 20.5 °C and 45.0% humidity.
Thermal shock
p. 22
| Measurement | Before | After | Change (%) |
|---|---|---|---|
| Average mass (g) | 2156.86 | 2156.81 | −0.0023 |
| Average flexural strength (MPa) | 4.98 | 4.91 | −1.42 |
| Average sound speed propagation (m/s) | 1776.67 | 1621.00 | −8.82 |
| Average open porosity (%) | 0.89 | 1.04 | 17.42 |
Tested between 12.09.2025 and 15.10.2025 at 23.5 °C and 41.0% humidity.
Ageing by salt mist
p. 29
| Test no. | 1 | 2 | 3 | 4 | 5 | 6 |
|---|---|---|---|---|---|---|
| Mass change (%) | 0.01 | 0.01 | 0.01 | 0.01 | 0.01 | 0.01 |
| Average mass change (%) | 0.01 | |||||
| Standard deviation (%) | 0.00 | |||||
| Oxidation | No | No | No | No | No | No |
| Discoloration | No | No | No | No | No | No |
| Appearance of spots | No | No | No | No | No | No |
| Status of the crack | No | No | No | No | No | No |
| Exfoliation | No | No | No | No | No | No |
| Swelling – blistering | No | No | No | No | No | No |
Tested between 20.01.2026 and 02.03.2026 at 20.6 °C and 38.0% humidity.
Ageing by SO₂ in humid conditions
p. 15
| Solution | Test 1 | Test 2 | Test 3 | Average | Standard deviation |
|---|---|---|---|---|---|
| Solution A (150 ml distilled water + 500 ml H₂SO₃) | 0.061 | 0.074 | 0.061 | 0.065 | 0.007 |
| Solution B (500 ml distilled water + 150 ml H₂SO₃) | 0.032 | 0.028 | 0.041 | 0.034 | 0.007 |
Tested between 22.09.2025 and 15.10.2025 at 23.6 °C and 37.0% humidity.
Petrography and chemistry
Source: Natural Stone Analysis Laboratory, report no. 25183, pp. 21, 26–28
According to the petrographic examination the rock is a dolomitic marble: crystalline in macroscopic texture, granoblastic in microscopic texture, fine and medium in particle size (TS EN 12407:2019). In the XRF analysis the main oxides are CaO (36.6859%) and MgO (16.0924%), with a loss on ignition of 46.6835% (TS EN 15309:2008).
Petrographic examination (accredited by TÜRKAK)
TS EN 12407:2019, on a thin section. Report pp. 27–28.
| Rock name | Dolomitic Marble |
|---|---|
| Origin | Metamorphic |
| Texture | Crystalline (macroscopic), Granoblastic (microscopic) |
| Particle size | Fine, Medium |
| Colour | White (N9), Pale Green (5G7/2) |
| Mineral distribution (%) | Dolomite / Calcite 99, opaque minerals <1.01 |
| Fissure, pore, macro fossil | No |
Dolomiteminimum 40.5, maximum 192.4, average 91.9
Calciteminimum 97.0, maximum 314.7, average 203.9
Chemical analysis by XRF (accredited by TÜRKAK)
TS EN 15309:2008. Report p. 21.
| Content | Value (%) |
|---|---|
| SiO₂ | 0.3357 |
| Al₂O₃ | 0.1834 |
| CaO | 36.6859 |
| MgO | 16.0924 |
| SrO | 0.0191 |
| LOI (A.Z.)2 | 46.6835 |
Tested between 25.09.2025 and 30.09.2025 at 22.1 °C and 33.0% humidity.
Denomination
TS EN 12440:2017. Report p. 26.
Ohiro, Dolomitic Marble, White, Pale Green
- The report gives a single distribution value (99) for dolomite and calcite; there are no separate proportions. Figure 1 on page 28 of the report shows dolomite, calcite and quartz.
- XRF gives the oxide composition, not mineral proportions. LOI: loss on ignition (A.Z., ateş zayiatı, in the Turkish text).
Tables from the report
Microscopic examination
pp. 27–28
| Minerals | Mineral distribution (%) | Minimum (µm) | Maximum (µm) | Average (µm) |
|---|---|---|---|---|
| Dolomite | 99 | 40.5 | 192.4 | 91.9 |
| Calcite | 97.0 | 314.7 | 203.9 | |
| Opaque minerals | <1.0 | - | - | - |
Thin section 25183, 28x48x1.8 mm; prepared and examined on 22.09.2025. Macroscopic: origin Metamorphic, colour White (N9), Pale Green (5G7/2) (Geological Rock – Color Chart, 2009); no fissures, pores or macro fossils. Microscopic crack width “-”, fossil content “-”.
Natural stone – denomination criteria
p. 26
| Sample | License number | Location | Origin | Denomination |
|---|---|---|---|---|
| Rock | 6182 | Greece / Drama / Ohiro | Metamorphic | Ohiro, Dolomitic Marble, White, Pale Green |
Rock name Dolomitic Marble; colour White (N9), Pale Green (5G7/2); texture Crystalline; particle size Fine, Medium; no surface fissures, pores or fossils. Laboratory conditions 22.1 °C and 33.0% humidity.
Report
Natural Stone Analysis Laboratory, report no. 25183
| Report no. | 25183 |
|---|---|
| Report date | 03.03.2026 |
| Laboratory | Natural Stone Analysis Laboratory (DAL), Afyon Kocatepe University Marble and Natural Stone Research and Application Center |
| Accreditation | Accredited by TÜRKAK under registration number AB-0384-T for TS EN 17025:2017 |
| Sample name and identity | Volakas (License No: 6182), customer statement |
| Date of sample receipt | 09.09.2025 |
| Date of test | 10.09.2025 – 03.03.2026 |
| Descriptions | This report covers analyses of natural building stone for both cladding and flooring under TS EN 12057, TS EN 12058 and TS EN 1469. It also includes analyses for natural stone slabs, setts and kerbs for external paving under TS EN 1341, TS EN 1342 and TS EN 1343. |
| Report verification address | http://dogrulama.aku.edu.tr |
| Report verification code | 5C2389F605F24EF68F2C20E81B72BCD4 |
View the full reportDownload as PDF30 pages, 1.9 MB. No registration required.
Tests without an asterisk in the report: roughness (p. 2), water vapour transmission properties (p. 19), colour by spectrophotometer (p. 20), Mohs hardness (p. 24), gloss (p. 25) and denomination (p. 26). On page 3, real density and total porosity are marked “not accredited”.
Geometric characteristics of natural stone units
p. 18
| Test no. | 1 | 2 | 3 | 4 | 5 | 6 |
|---|---|---|---|---|---|---|
| Measurement 1 | 200.74 | 200.80 | 200.70 | 200.90 | 200.88 | 200.69 |
| Measurement 2 | 200.75 | 200.85 | 200.78 | 200.91 | 200.79 | 200.70 |
| Measurement 3 | 200.78 | 200.88 | 200.81 | 200.96 | 200.84 | 200.74 |
| Average | 200.76 | 200.84 | 200.76 | 200.92 | 200.84 | 200.71 |
| General average | 200.81 | |||||
| Standard deviation | 0.08 | |||||
| Test no. | 1 | 2 | 3 | 4 | 5 | 6 |
|---|---|---|---|---|---|---|
| Measurement 1 | 200.80 | 201.70 | 201.80 | 200.99 | 201.10 | 200.79 |
| Measurement 2 | 200.88 | 201.50 | 201.85 | 201.01 | 201.09 | 200.81 |
| Measurement 3 | 200.90 | 201.40 | 201.70 | 201.10 | 201.01 | 200.82 |
| Average | 200.86 | 201.53 | 201.78 | 201.03 | 201.07 | 200.81 |
| General average | 201.18 | |||||
| Standard deviation | 0.39 | |||||
| Test no. | 1 | 2 | 3 | 4 | 5 | 6 |
|---|---|---|---|---|---|---|
| Measurement 1 | 20.60 | 20.40 | 20.70 | 20.67 | 20.60 | 20.71 |
| Measurement 2 | 20.80 | 20.48 | 20.78 | 20.69 | 20.69 | 20.74 |
| Measurement 3 | 20.66 | 20.44 | 20.81 | 20.74 | 20.70 | 20.75 |
| Measurement 4 | 20.58 | 20.50 | 20.79 | 20.77 | 20.78 | 20.69 |
| Measurement 5 | 20.70 | 20.52 | 20.74 | 20.79 | 20.65 | 20.81 |
| Measurement 6 | 20.74 | 20.60 | 20.76 | 20.74 | 20.67 | 20.80 |
| Measurement 7 | 20.78 | 20.51 | 20.77 | 20.80 | 20.58 | 20.82 |
| Measurement 8 | 20.71 | 20.54 | 20.79 | 20.77 | 20.71 | 20.78 |
| Average | 20.70 | 20.54 | 20.77 | 20.75 | 20.67 | 20.76 |
| General average | 20.70 | |||||
| Standard deviation | 0.09 | |||||
These are measurements of the test plates (TS EN 13373:2020, clause 4.2), not a commercial product tolerance. Tested between 11.09.2025 and 12.09.2025 at 22.8 °C and 40.0% humidity.
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