It is important to note that coefficient of friction test results may vary within and between production runs. Coefficient of friction and Dynamic

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Teresa Owens
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1 CE It is important to note that coefficient of friction test results may vary within and between production runs. Coefficient of friction and Dynamic Coefficient Coefficient of Friction can also vary after installation due to the presence of foreign materials, such as water, oil, and flooring materials; the length of the human stride at the time of slip; type of floor finish and shoe sole; and the physical and mental conditions of humans. Limits of Liability : Test are performed on random samples of Karahan Gorups Crema Beige Marble's Line of products by an independent testing laboratory for IMMIB (Istanbul Minerals And Metals Exporters' Associations) and are believed to be representative of the general quality of tile. There is no guarantee by Tetramar Corporation that these exact results will be guaranteed on every tile. Tetramar Corporation extends no guarantees expressed or implied, as to slipperiness, wear-time periods or maintenance procedures. Test procedures and Individual results are available from Tetramar.

(I TURK Afyon Kocatepe University +90 0272-228 1423 I 1320 (NSA Upper Management) +90 0272-228 1339 I 389 (NSA Quality I Laboratory Manager) +90

absorption coefficiency by capillarity Unit gr/m2-s o.

$(TURKAK) Responsible of Analysis Chief of Laboratory Ali CAKIR.. I _J/... \ ) --.;.$

2 (I TURK Afyon Kocatepe University I 1320 (NSA Upper Management) I 389 (NSA Quality I Laboratory Manager) / 316 (NAS Chief of Laboratory) Kalite Yonetim Sistemi TS EN ISO IEC Page:2/6 TEST I ANAL VIS *Determination of water absorption coefficiency by capillarity Unit gr/m2-s o.s Results 5,03 Test I Analysis Method TS EN 1925 In this report (*) marked test I analysis results accredited by Turkish Accreditation Agency (TURKAK) Responsible of Analysis Chief of Laboratory Ali CAKIR.. I _J/... \ ) --.;., v-,,- Temperature C: 21,04 Moisture :%31,0 Results Belong to the tested sample only This report shall not be reproduced other than in full except with the permission of the laboratory. Test report without signature and seal are not valid. In case of not demanding the opposite, witnessing samples are kept for 6 months a.

(I TURK Afyon Kocatepe University 03200 AFYONKARAH!

3 (I TURK Afyon Kocatepe University AFYONKARAH!SAR / 1320 (NSA Upper Management) I 389 (NSA Quality I Laboratory Manager) Kalile Yonetim Sistemi TS EN ISO IEC Page:3/6 TEST I ANALYSIS *Determination of water absorption at atmospheric pressure Test NO Test 1 Sample Size(mm) Result(%) 1,83 Average Value(%) Standard Deviation Test 2 2,25 TEST I ANALYSIS METHOD Test I Analysis Method TS EN Test 3 1,97 Test 4 1,52 Tests 2,07 Test6 1,41 1,84 0,32 In this report (*)marked test I analysis results accredited by Turkish Accreditation Agency (TURKAK) Resppn lible alysis \ J A vvv Ali CAKIR b /7 Gedi EMEK Temperature C: 22,1 Moisture :%30.0 Results belong to the tested sample only This Report shall not be reproduced other than in full except with the permission of the laboratory. Test report without signature and seal are not valid. In case of not demanding the opposite, witnessing samples are kept for 6 months. «STONE- HARDSCAPEs

(I TURK Afyon Kocatepe University +90 0272-228 1423 / 1320 (NSA Upper Management) +90 0272-228 1339 / 389 (NSA Quality/ Laboratory Manager) Kalite Yonetim Sistemi TS EN IS0'1EC 17021 Page:4/6 TEST/

11 71,71x72,48 72,83x71,62 71,54x70,18 Ultimate Load(kN) 164,5 155,2 140,0 132,0 150,1 134,0 Result(MPa) 31,54 30,86 27,55 23,40 28,78 26,70 Average(MPa) 28,47 Standard Deviation 2,39 Loss in Mass(%)

4 (I TURK Afyon Kocatepe University / 1320 (NSA Upper Management) / 389 (NSA Quality/ Laboratory Manager) Kalite Yonetim Sistemi TS EN IS0'1EC Page:4/6 TEST/ ANALYSIS Determination of Frost Resistance (25 Cycle) TEST/ ANALYSIS METHOD TS EN (Law And Law ) Test NO Test 1 Test 2 Test 3 Test 4 Test 5 Test 6 Sample Size(mm) 72,79x71,66 72,30x69,57 70,47x ,71x72,48 72,83x71,62 71,54x70,18 Ultimate Load(kN) 164,5 155,2 140,0 132,0 150,1 134,0 Result(MPa) 31,54 30,86 27,55 23,40 28,78 26,70 Average(MPa) 28,47 Standard Deviation 2,39 Loss in Mass(%) 0,02 0, 0, 0,19 0,11 0,15 Average Loss in 0,16 Mass(%) In this report analysis results accredited by Turkish Accreditation Agency (TURKAK) Ali CAKIR n Chief of>jt J Temperature C: 21,06 Moisture :%32,0

Afyon Kocatepe University +90 0272-228 1423 I 1320 (NSA Upper Management) +90 0272-228 1339 I 389 (NSA Quality I Laboratory Manager) Page:5/6 TEST I ANALYSIS Determination of flexural strength under

5 Afyon Kocatepe University I 1320 (NSA Upper Management) I 389 (NSA Quality I Laboratory Manager) Page:5/6 TEST I ANALYSIS Determination of flexural strength under concentrated load TEST I ANAL YSI TS EN Test NO Test Test Test3 Test4 Test 5 Test6 Test7 1 2 Width(mm) Thickness(mm) Sample Height (m) Distance Between Supports(mm) Steepness Deviation Breaking Load(kN} Result(MPa} Average Value Standart Deviation 2.16 <I TURK (?5 Kalite Yonetim Sistemi TS EN IS01IEC Tests In this report (*) marked test I analysis results accredited by Turkish Accreditation Agency (TURKAK) Res onsible 11cn of Analysis Laboratory \ i t. Environmental Utions / Temperature C: 22.8 Moisture :%29.0 Results Belong to the tested sample only Test Test tetr arr Tt1t 1<1yht Cho1ct ile

Afyon Kocatepe University +90 0272-228 1423 I 1320 (NSA Upper Management) +90 0272-228 1339 / 389 (NSA Quality I Laboratory Manager) Fax: +90 0272-228 1277 E- mail: dal@aku.edu.

1570 1570 1570 Load(kN) b A (mm) 40 40 d11mml 11 9 Average F (N) Average b A (mm) Average d 1 (mm) 37 GK,G Test4 30 6 1570 40 TEST I ANAL YSI TS EN 12364 Test 5 Test 6 Test 7 30 30 30 6 6 6 1570 1570

6 Afyon Kocatepe University I 1320 (NSA Upper Management) / 389 (NSA Quality I Laboratory Manager) Fax: E- mail: dal@aku.edu.tr Page:6/6 TEST I ANALYSIS Determination of breaking load at dowel hole Test NO Test 1 Test 2 Test3 Sample Size(mm) Thickness(mm) Diameter of Dowel(mm) Diameter of Hole(mm) Breaking Load(kN) b A (mm) d11mml 11 9 Average F (N) Average b A (mm) Average d 1 (mm) 37 GK,G Test TEST I ANAL YSI TS EN Test 5 Test 6 Test (I TURK (?> Kali!e Yonetim Sistemi TS EN ISO IEC Tests Test In this report (*) marked test I analysis results accredited by Turkish Accredita ion Agency (TURKAK) Resp :msible?f A) Chi L borato J Gediz E Temperature C: 22.2 Test Moisture :%32.0 Results Belong to the tested sample only STONE HAR DSC APES

Evaluation of Slip Potentials on Bilecik Beige Marble with Pendulum Method

IOP Conference Series: Earth and Environmental Science PAPER OPEN ACCESS Evaluation of Slip Potentials on Bilecik Beige Marble with Pendulum Method To cite this article: Ali Erdem Çerçevik et al 2016 IOP