|MTS Metallurgical Testing Services|
|ABN 54 122 133 331|
|3/52 Cocos Drive Bibra Lake Western Australia 6163|
|Tel 08 9418 6380 Fax 08 9434 1328|
|To||Sorrento Glass||Report No||MTS-18448 SG|
|1 / 7 Hector St Osborne Park WA 6017||Issue Date||21/07/2014|
|Order No.||G. Vile||Test Date||13/06/2014|
MTS Metallurgical Testing Services was engaged to perform load tests on a toughened glass pool fence panel in general accordance
with the requirements of AS 1926.1 – 2012.
|ID||Item/Heat No.||Dimensions/Type/Details||Finish||Overall Assessment|
|18448/01||Frameless Glass||1.0m Long x 1.2m High with 44mm Coredrilled
Square Duplex stainless steel spigots
Examinations & Tests
A visit was made to the test site to verify the installation arrangements against supplied drawings. A subsequent visit was made once the
grout had cured to conduct a load test.
The results of the tests reported herein COMPLIED with the requirements of the stated standard/s and/or specification/s.
Metallurgical Testing Manager
The panel was installed in accordance with this drawing, modified to suit the 100mm thick floor at the test site.
|44mm Square Spigot – Face view||44mm Square Spigot – Side view|
|Test Specification||AS 1926.1 – 2012, Appendix C||Test Procedure||MTS-TP3.7 Load Tests of Protective Enclosures,Barriers and Fences|
|Specimen ID||Test Load (N)||Deflection Under Load (mm)||Permanent Distortion (mm)||Observations||Assessment|
|18448/01||330||24||1.5||No damage, loosening or permanent distortion||COMPLIES|
The pool fence panel under test load showing the hydraulic ram and digital load indicator.
Requirements: No breakage or signs of fracture or loosening of any part. Maximum Permanent Distortion: 6mm.
MTS-18448 SG This document shall not be reproduced, except in full.
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