Kiwa Polymer Institut GmbH Quellenstraße 3 65439 Flörsheim-Wicker Tel. +49 (0)61 45 - 5 97 10 Fax +49 (0)61 45 - 5 97 19 www.kiwa.de Test report P 7013-E Testing order: Test of the waterproofing system based on polyurethane InoPaz H2O in accordance with the ETA Guideline for the European Technical Approval for liquid applied roof waterproofing kits - ETAG 005 Customer: Pazkar LTD. Alon Tavor Industrial Zone AFULA 18000 / Israel Persons in charge: J. Magner Dipl.-Ing. N. Machill Date of the test report: 2012-07-17 This test report comprises: 10 pages The test results exclusively refer to the tested materials. The publication of the test report in extracts and references to tests for advertising purposes require our written agreement in each individual case. page - 2 - of 10 pages of the test report P 7013-E, 2012-07-17 CONTENTS 1 SUBJECT ........................................................................................................................... 3 2 WATERPROOFING SYSTEM ....................................................................................... 4 3 PREPARATION OF THE SPECIMENS ....................................................................... 5 3.1 type of specimens ............................................................................................................... 5 3.2 application .......................................................................................................................... 6 4 TEST SCHEME ................................................................................................................ 7 5 RESULTS .......................................................................................................................... 8 6 SUMMARY ...................................................................................................................... 10 page - 3 - of 10 pages of the test report P 7013-E, 2012-07-17 1 SUBJECT Polymer Institut has been charged by Pazkar Ltd, IL-Afula, to test the waterproofing system based on InoPaz H2O according to ETAG 005 Edition March 2000 guideline for the European Technical Approval for liquid applied roof waterproofing kits Part 1 general and Part 6 particular specifications for waterproofings based on polyurethane General The guideline ETAG 005 requires the evidence of performance characteristics to be provided as a guide for the evaluation of the suitability of the liquid applied roof waterproofing kits (LARWK), among others • Classification on the basis of the use by the applicant: Service life: category W2/W3, expected service live 10/25 years Climatic zone: category M and S, (≥ 5 GJ/m² and /or ≥ 22 °C) Service load: P2-P3 for incompressible substrates, P4 for compressible substrates Roof inclination: S1 - S4 Surface temperatures: TL2: -10 °C TH4: 90 °C page - 4 - of 10 pages of the test report P 7013-E, 2012-07-17 2 WATERPROOFING SYSTEM The presented waterproofing system consists of different materials with the following functions / composition: Substrate - concrete - steel - bituminous roof membranes - expanded polystyrene (EPS) - sprayed polyurethane foam (SPF) - wood deck - aluminium - PVC (with primer: Super Primer) The substrate is used - - - Primer to support own and foreign loads and to seal the room upwards. to make heat insulation, heat storage, sound insulation and fire protection possible to attain fast drainage of the roof due to slope Epoxy Primer XL-100 ‘Epoxy Primer XL-100’ is a 2-component epoxy system used as a primer for several substrates. for PVC : Super Primer Waterproofing layer InoPaz H2O ‘InoPaz H2O’ is a 2-component polyurethane system for brush, spray or squeegee application. It is dealing as the waterproofing layer on their above mentioned substrates, mainly on concrete. Main application fields beside the waterproofing on roofs are the coating of water tanks or swimming pools. The presented waterproofing layer consists of the following products / steps: • Liquid membrane, 1st layer – InoPaz H2O • Polyester geotextile • Liquid membrane, 2nd layer – InoPaz H2O page - 5 - of 10 pages of the test report P 7013-E, 2012-07-17 remark: A closer description of the type of the materials is given in ‘Section One, Chapter 3 – Terminology’ of the a.m. part 2 of ETAG 005. 3 PREPARATION OF THE SPECIMENS On the manufacturers production side the specimens for the tests were produced by the commissioner under the surveillance of a member of Polymer Institut. Several types of samples have been manufactured: • free films of the waterproofing kit of InoPaz H2O including reinforcement • concrete slabs with the waterproofing system, partially including all steps 3.1 type of specimens ‘free films’ Free films of the waterproofing layer ‘InoPaz H2O’ were produced at Pazkar Ltd. (Alon Tavor Industrial Zone) and sent to the Kiwa Polymer Institut. They had an average filmthickness of 2,0 mm. Free films of the waterproofing layer InoPaz H2O were produced on silicone paper at outside conditions. consumption: 1,0 kg/m² A polyester geotextile (200 g/m²) was laid in the first layer of InoPaz H2O until the geotextile was totally soaked in. After a drying process of 24 h at ambient conditions a final layer of InoPaz H2O was applied, consumption: 1,5 kg/m² total thickness: 1,5 – 2,0 mm Combined specimens For the combined specimens the waterproofing system was applied on concrete slabs, on steel, on bituminous membrane, on aluminium, and on expanded polystyrene slabs in the above mentioned procedure. All test specimens were stored at laboratory climate for at least 14 days before the start of the tests. page - 6 - of 10 pages of the test report P 7013-E, 2012-07-17 3.2 application primer A layer of homogeneously mixed material ‘Epoxy Primer XL-100’ was rolled on the cleaned substrates. mixing ratio (mass) batch number A component batch number B component application temperature quantity on concrete / steel A : B : water = 4 : 1 : 5 R 1000728 R 1000728 min 10 °C 100 – 300 g/m² waterproofing layer The waterproofing layer of ‘InoPaz H2O’ was applied by rolling the material on the surface of the primed specimens mixing ratio (Vol.) A : B = 20 : 1 batch number A component 6420-24-051 batch number B component 421-6-061 thickness each layer about 1 mm page - 7 - of 10 pages of the test report P 7013-E, 2012-07-17 4 TEST SCHEME The following table gives an overview of the executed tests to which the specimens of InoPaz H2O were subjected and the results. No. item chapter normative reference 1 resistance to water vapour 5.3.1.1 EN 1931 2 water tightness 5.3.1.2 TR 003 3 resistance to wind loads fully bonded assembled system,: ii) 5.3.3.1 TR-004 4 resistance to dynamic indentation 5.3.3.2.1 TR-006 5 resistance to static indentation 5.3.3.2.2 TR-007 6 resistance to fatigue movement 5.3.3.3 7 resistance to low temperatures 5.3.3.4.1 i) TR-008; 1000 cycles TR-006 –10 °C TR-004 +40 °C 8 resistance to high temperatures 5.3.3.4.3 TR-007 +90 °C TR-009 9 resistance to heat ageing 5.3.3.5.1 i) TR-011: 70 °C 5.3.3.5.1 ii) TR-008 50 cycles at –10 °C 5.3.3.5.1 iii) EN ISO 527-4 5.3.3.5.2 10 UV-radiation in the presence of moisture 11 resistance to water ageing legend: EN TR DIN European norm EOTA Technical Report Deutsche Industrie Norm TR-010 exposure: 1000 MJ/m² (W3) 5.3.3.5.2. i) TR-006 –10 °C EN 1109 5.3.3.5.3 i) TR-012: 60°C 5.3.3.5.3 ii) TR-004: 23°C page - 8 - of 10 pages of the test report P 7013-E, 2012-07-17 5 RESULTS No. item Result thickness [mm]: 1 resistance to water vapour 1,7 water-vapour permeability (g) [g/m2*d]: 3,7 diffusion equivalent airlayer (sd) [m]: 9,65 water-vapour resistance factor (µ) [ ]: 2 3 water tightness resistance to wind loads fully bonded assembled syste tensile bond strength 5700 dense: 0,1 atm over 24 h impermeable to water substrate tensile bond strength* [kPa] location of failure concrete slab 2000 Adhesion primer/ coating steel slab 810 Adhesion steel/ primer bituminous roof membrane, welded on concrete 1200 Cohesion bituminous roof membrane EPS-slab 140 EPS-slab thickness: 1,93 mm 4 resistance to dynamic indentation on concrete: I3 , impermeable to water on EPS: I4 , impermeable to water thickness: 1,86 mm 5 resistance to static indentation 4/5 user load category 6 resistance to fatigue movement on concrete: L4 , impermeable to water on EPS: L4 , impermeable to water on concrete P 3 : I3/L4 on EPS: I4/L4 P4: category W3: 1000 cycles / - 10 °C; dense, no cracks TL 2 (-10°C): 7 resistance to low temperatures thickness: 1,93 mm on concrete: I4 , impermeable to water on EPS: I4 , impermeable to water page - 9 - of 10 pages of the test report P 7013-E, 2012-07-17 No. Item Result TH 4 (90°C): thickness: 1,93 mm 8 resistance to high temperatures on concrete: I4 , impermeable to water on EPS: I4 , impermeable to water tensile bond strength [kPa] 1400 failure adhesion failure on internal geotextile layer roof slope : S 1 to S 4 climatic zone category: working life category: S severe; W 3 (200 d) thickness: 1,93 mm on concrete: I4 , impermeable to water dense, no crack, no delamination 9 resistance to heat ageing tensile bond strength * [kPa] location of failure 1650 mainly adhesion loss on primer tensile strength * [MPa] elongation * [%] reference 7,6 60 10,4 43 W 3 (1000 MJ/m²) ; -10°C UV-radiation in the 10 presence of moisture on concrete: I4 , impermeable to water on EPS: I4 , impermeable to water tensile strength * [MPa] elongation * [%] reference 7,6 60 9,9 39 exposure time 180 days (W 3), dense, category L 3 11 resistance to water ageing tensile bond strength* [kPa] 1800 legend: *mean value of 5 single values location of failure adhesion primer/ coating page - 10 - of 10 pages of the test report P 7013-E, 2012-07-17 6 SUMMARY On behalf of Pazkar Ltd, IL-Afula, Polymer Institut has tested the waterproofing roof system InoPaz H2O according to series of testing procedures for roof waterproofing systems described in ETAG 005 part 1: part 6: Guideline for European Approval of liquid applied roof waterproofing kit General-revised version 03/04 Specific stipulations for kits based on polyurethane The tested roof waterproofing system InoPaz H2O shows sufficient results and meets the specified requirements. Flörsheim-Wicker 2012-07-17 The head of the institute The person in charge Jürgen Magner Dipl.-Ing. Nicole Machill
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