porcelain paver test load - tile tech pavers®

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*&0* PORCELAIN PAVERS National Distribution 888-380-5575 STRENGTH 1 LOAD TESTING 1 ASTM-C293

O 2016 Tile Tech Inc, All Rights Reserved.

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CELEBRATING YEARS

@ *oR,o~'

1904-2015

I- -

REPORT OR

PREPARED FOR:

PROJECT NUMBER: REPORTNUMBER:

REPORT DATE:

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SMITH-EMERY LABORATORIES An Independent Commerciul Testing Laboratory, Established 1904

781 East Washington Boulevard, Los Angeles, California 90021 + Phone (213) 745-5333 + Fax (213) 749-7232

-- -

CONCENTRATED LOAD TESTING ON

PORCELAIN PAVERS (MODIFIED ASTM (2293)

RONNIE TABIBNIA TILE TECH NATIONAL SALES 4730 EAST 2 6 ~ ~ ~ ~ ' R E E T VERNON, CA 90058

43208-1 L15-1138 AUGUST 26,2015

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*&no* PORCELAIN PAVERS

National Distribution 888-380-5575 STRENGTH 1 LOAD TESTING I ASTM-C293

A total of four (4) paver samples were tested with concentrated vertical, and the results are

summarized below in Tables 3-1 and 3-2. The load-displacement graphs are also included in

Appendix B.

Table 3-1 Concentrated Load on Porcelain Pavers

Specimen I I Maximum Deflection at Load (Ibs.) Max. Load (in.)

Remarks

2,140 0.20 Paver cracked at the maximum load



2,080 0.20

C SMITH-EME~P.~/ LABORATORIES I AI! Itidepeiiileiit Chrriiiier~ciol 7'e.stiiig Lohoi~~~biy 781 E. !&i.sl~ir~~oi~ ~oitlcvorcl, Los Angeles, Coliforrrici YO021 @ (213) 745 5333 9 Foi (213) 749-7232 ~

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ALL REPORTS ARE SUBMITTED AS rHb C'ONbIIll~N'l'lhl. PROPFRTY O r CLIENTS. AUTI IORIZATION FOR PLIBLIC'ATION OF OLlR IEPOI~I', CONCLIISIONS. OK kX"I KhCTS FROM OR I W G A K I ~ ~ T ; THPTVI IS REYERITD PENDING OUR WIUTTEN MPROVALASAMUI LIAL PKO I I.C' I I O N rrl IT.ITNTS, IHF P I ~ I . I C AND OIRSELVLS

Table 3-2 Concentrated Load on Hex-Tray + Porcelain Pavers

Remarks

57 1 1 1,910 0.23 I Paver cracked at the maximum load 1

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4.00 CONCLUSION AND CLOSURE

4.01 Conclusion

Based on the information given prior to and during the time of the testing, and results presented in

this report, we make no statement of compliance or noncompliance to any standard or

specification for the product tested.

4.02 Closure

This report has been prepared for TileTech Pavers to be used in evaluation andlor design purposes

only. The results presented in this report shall be only applied to the tested components. The use

of this report for any other purposes shall be at the user's own discretion based on their own

SMITH-]EMERY ~ , A B O R A T O ~ U E S ,411 l i i i /cp~i~~/ei i / Cuiiii~ie~rinl li..siiiig Lribu~.nlaiy - - 781 E. w~9 t r . s / i t o o u v Los A i g e l e s , Ccr/(forr~in 9002 1 @ (2 13) 745-5333 @ F~9tr.x (2 13) 149- 72.j2

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ALL WPORTS AILk SL'Rbr[TTBD AS THE CONFIL)hN I IAI. PROPERTY OF CLLENIS. AU'l'HCIRIZAT7ON FOR PUBLICAlION 0 t ' U t n < li17PORT. CONCLUSIONS, OREXLl?AC I S FKOhl OR RP(;ARDINGT&M IS KPSTRTQD PENDING OUR WKll I k N I\PPROVALASAMUTUAL PKOII'CTION TO CLIENTS, TIIE PUBLICANI) OIIKSI-1 \my.

Respectfully Submitted,

QjG' Ale on ras

Registration Expires: 12-31-16





SMITH-EMERY LABOHATORTES

781 E. Pl/rrsl?i~~gtolr B O ~ / I ~ ~ ] ( W ~ I , LOS Ar~geles, Cnlif"~,r~icr 90021 @ (213) 7 6 5 3 3 . 1 .c;' Fi~x (213) 749-7232

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Photo No. 2: General view of Porcelain Samples Failure

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ALL MPORTS ART SUDi\.IITTEDAS I'Hk COWmTKTIAL PROPERTY U t CLLtN I S. AUTITORIZATLON FORPUHl Ir'ArlON OF O l m REFORT. CUNCLUSIONS. OK 1.X rltAcTS FROM OR REtiillU>lNti THEM TS RESERVED PtNDING OUK WRITTEN APPROVALASAMLJ IUAI. PROTECTION TO CLIENTS. THk I'UHI 1C' i\NIl OIJRSELVES.

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a . - SMITH-EMERY LABOUTOW~ES ,411 I i i i icp~ri r iu i i l C u i ~ i ~ i r e ~ ~ i r r l T e ~ f i r r p Lnhor .otoiy 1

) 781 E. I.Vosl,i~zgton Boulevard, LosAl~geles, Califir~~ia 90021 9 (213) 745-5333 @ Fcts (213) 749-7232

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ALL REPORTS AKh SIIHWTTrD AS TIIE CONFDkN I ' IA l PIIOPERTY OF CLIENTS AUTIIORLZATION kOK I'I'HI IC,\TlON O F CJLIR I<EPORT, CONCLCISIONS, OK I-X I KhCTS FKObI OR REGARDING THEM IS LCdSPKWD PCNDINO OUR \\'RITTEI\'APPl<O\rALAS it ivnlT[IALPROTECTlON TO C L k N I S . I& 13UHI.IC \NU OlTRSBLVES



*&no* PORCELAIN PAVERS National Distribution 888-380-5575 STRENGTH 1 LOAD TESTING I ASTM-C293

Tile-Tech Porcelain - Sample #2 Concentrated Load Testing

2,500

2,000

3 1,500 n J

c.

4 1,000 f

500 I

0 - Y I I 1

0.00 0.05 0.10 0.15 0.20 0.25

Displacement (in)

' ' SMITH-EMERY LABORATO~ES All I~iiiepe~ide~rt Coiriniir r iril Te\liii,y L~irbo~nioi J = - - - - - -

-- -- 1 781 E. Wmhir?gto,? Boulevard, LosA~lgrlec, CulEfo,i?iu 90021 @' (213) 745 3333 & Frri (213) 749 7 L i Z I

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O 201 6 Tile Tech Inc, All Rights Reserved.


2,500

2,000

/" - 3 1,500 r 9 m 8 - 4 1,000

500

0 - I I

0 .L 0.05 0.10 0.15 0.20 0.25

Displacement (in)

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O 201 6 Tile Tech Inc, All Rights Reserved.

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Tile-Tech HexTray + Porcelain Paver - Sample #7 Concentrated Load Testing

2,000

n 1,500

U1 e = 1,oC)c) 8 4

500

0 0.00 0.05 0.10 0.15 0.20 0.25

Displacement (in)

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ALL UI'OKI F AKr STJBhllTTLD AS TllE CONFIDEhTLU PROFkl(Ti Ot LLLtN I $ AUTFIOR17,\TTOU r01< PlmLICATIOh O r OUR REPORT IONCLUblONb OR k X l l W L I b rROkl OR REGARDING THEM Ib I l t ibI<\fPl) PI hTllNO 0 1 R I$TTTTENAPPRO\~ALASAMUTUfi PROTkLlION TO C L l t N I b IHk l'lJHI IC Ah11 OIIKSrI \TS


2,000

- 1,500 4 u 8 A 1,000

500

0

Displacement (in)

porcelain paver test load - tile tech pavers®

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